CN109653375A - It separates monoblock type and overlaps concrete structural system - Google Patents

It separates monoblock type and overlaps concrete structural system Download PDF

Info

Publication number
CN109653375A
CN109653375A CN201910067417.2A CN201910067417A CN109653375A CN 109653375 A CN109653375 A CN 109653375A CN 201910067417 A CN201910067417 A CN 201910067417A CN 109653375 A CN109653375 A CN 109653375A
Authority
CN
China
Prior art keywords
concrete
plate
straight
heat preservation
interior
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
CN201910067417.2A
Other languages
Chinese (zh)
Inventor
张延年
汪青杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenyang Jianzhu University
Original Assignee
Shenyang Jianzhu University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shenyang Jianzhu University filed Critical Shenyang Jianzhu University
Priority to CN201910067417.2A priority Critical patent/CN109653375A/en
Publication of CN109653375A publication Critical patent/CN109653375A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/023—Separate connecting devices for prefabricated floor-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

The present invention relates to a kind of separation monoblock types to overlap concrete structural system, belongs to technical field of buildings.Using separate type laminated component, casting concrete is carried out after live overall package, all parts are all made of the construction method that overlapping pours, and floor and roof boarding are all made of bi-directional pressured plate.Effect and advantage of the invention is that concrete heat-insulating overlapping wall prefabricated board is produced using separate type, live monoblock type assembling, and simple production process is conducive to mechanization, automation, intelligent production.It is convenient transportation, at low cost.Since overlapping wall prefabricated board is integrated with insulation board, and using the tooth socket system in three-dimensional space, not only with good heat insulation effect but also with superior stress performance.And site operation convenience, short time limit, good economical benefit, avoid the complex operations in work progress, cost are greatly reduced.

Description

It separates monoblock type and overlaps concrete structural system
Technical field
The invention belongs to technical field of buildings, overlap concrete structural system more particularly to a kind of separation monoblock type.
Background technique
It is that there are problems and difficult points for main system with heart prefabricated component in the practice of prefabricated concrete structure, it is such as pre- It is low that component side processed goes out production automation degree caused by muscle, and the control of quality caused by live reinforcing bar connects is difficult, member dead weight Big transport is inconvenient, tower crane model on-site hoisting is difficult, after pour template caused by section connects and reinforcing bar workload is big, artificial demand increases Add.
A kind of preferable structure type that concrete folding wallboard is prefabricated and cast-in-place concrete combines.It is precast prestressed thin Plate and cast-in-place concrete layer are combined into an entirety, work together.Concrete folding wallboard have cast-in-situ floor globality, Rigidity is big, crack resistance is good, does not increase reinforcing bar consumption, saves the advantages that template.Due to being not required to formwork, so as to be inserted into finishing in advance Engineering shortens the duration of entire engineering.
Process is relative complex in process of production for the template of concrete folding wallboard, while considering two sides concrete slab, It handles the relationship of concrete slab and insulation board well, more to handle various various forms of reinforcing bars.The especially concrete slab of two sides And the overall processing of bar frame is more complicated, is difficult to realize mechanization, the production of intellectually and automatically.Therefore it is badly in need of solution Certainly these technical problems.
Summary of the invention
In order to solve the above technical problem, the present invention provides a kind of separation monoblock types to overlap concrete structural system, to fill The advantage of the existing precast concrete assembly building of fission.
The technical solution adopted by the invention is as follows:
It separates monoblock type and overlaps concrete structural system, the exterior wall of separation monoblock type overlapping concrete structural system is using straight Heat preservation assembling overlapping exterior wall (1a), exterior wall corner is using L shape heat preservation assembling overlapping exterior wall (1b), the T shape of exterior wall and interior wall handover Using T shape heat preservation assembling overlapping exterior wall (1c) at node, interior wall overlaps interior wall (1d) using straight assembling, and interior wall crisscross joint is adopted Overlapping interior wall (1e) is assembled with cross；The external overlapping preformed layer of straight heat preservation assembling overlapping exterior wall (1a) uses tooth socket concrete Straight panel (1-1a) and tooth socket heat preservation straight panel (1-2a) are integral prefabricated, and circular connector (1-5) is each passed through tooth socket heat preservation straight panel (1- 2a) and it extend into tooth socket concrete straight panel (1-1a)；Inside overlapping preformed layer is using interior preformed layer concrete slab (1-3a), sky Between bar frame (1-4a), horizontal reinforcement (1-4-1) and the wherein vertical reinforcing bar (1- of a row in the plate of space bar frame (1-4a) It is internal 4-4) to be located at interior preformed layer concrete slab (1-3a)；The outer horizontal reinforcement (1-4-2) of plate and the vertical reinforcing bar of another row (1-4-4) It is external positioned at interior preformed layer concrete slab (1-3a)；And in plate horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) it is orthogonal Crossover node is corresponded with the orthogonal crossover node of the outer horizontal reinforcement (1-4-2) of plate and vertical reinforcing bar (1-4-4), and is adopted It is connected one by one with lateral connection muscle (1-4-3)；Overlapping preformed layer uses tooth socket coagulation outside L shape heat preservation assembling overlapping exterior wall (1b) Native L shaped plate (1-1b), tooth socket heat preservation L shaped plate (1-2b), tooth socket concrete L shaped plate (1-1b) and tooth socket heat preservation L shaped plate (1-2b) It is integral prefabricated；Inside L shape heat preservation assembling overlapping exterior wall (1b) overlapping preformed layer using interior prefabricated layer concrete L shaped plate (1-3b) and L shape space bar frame (1-4b)；Overlapping preformed layer uses tooth socket concrete straight panel outside T shape heat preservation assembling overlapping exterior wall (1c) (1-1a) and tooth socket keep the temperature straight panel (1-2a) integral cast-in-situ；Overlapping preformed layer uses inside T shape heat preservation assembling overlapping exterior wall (1c) Prefabricated layer concrete L shaped plate (1-3b), is assembled into T-section point in two pieces；The two sides overlapping of straight assembling overlapping interior wall (1d) is prefabricated Layer is all made of interior preformed layer concrete slab (1-3a) and single vertical bar bar frame (1-4d) is assemblied to form；In cross assembling overlapping Wall (1e) is assemblied to form using prefabricated layer concrete L shaped plate (1-3b) in 4 pieces and the straight space bar frame (1-4e) of 1 cross Crisscross joint；Straight heat preservation assembling overlapping exterior wall (1a), L shape heat preservation assembling overlapping exterior wall (1b), T shape heat preservation assembling overlapping exterior wall It is dedicated using node when (1c), straight assembling overlapping interior wall (1d), cross assembling overlapping interior wall (1e) wall carry out lateral connection It connects steelframe (5), multiple rows of connection ring (5-1) of dedicated connection steelframe (5) of node is inserted by row in the lamination cavity poured behind both sides； It is formed wallboard lateral connection node (4a)；In straight heat preservation assembling overlapping exterior wall (1a), L shape heat preservation assembling overlapping exterior wall (1b), T shape It is poured in heat preservation assembling overlapping exterior wall (1c), the straight cavity for assembling overlapping interior wall (1d), cross assembling overlapping interior wall (1e) mixed Solidifying soil, the top surface of the top surface of casting concrete and interior preformed layer concrete slab (1-3a), interior prefabricated layer concrete L shaped plate (1-3b) It flushes；Longitudinal both ends of concrete-steel laminated floor slab (2) are overlapped on outside straight heat preservation assembling overlapping respectively according to physical location Wall (1a), L shape heat preservation assembling overlapping exterior wall (1b), T shape heat preservation assembling overlapping exterior wall (1c), straight assembling overlapping interior wall (1d), ten The top of the interior preformed layer concrete slab (1-3a) of interior wall (1e), interior prefabricated layer concrete L shaped plate (1-3b) is closed in glyph group folding； In straight heat preservation assembling overlapping exterior wall (1a), L shape heat preservation assembling overlapping exterior wall (1b), T shape heat preservation assembling overlapping exterior wall (1c), straight group The top casting concrete of interior wall (1d), cross assembling overlapping interior wall (1e) and concrete-steel laminated floor slab (2) are closed in folding, The top surface of casting concrete and tooth socket concrete straight panel (1-1a), tooth socket concrete L shaped plate (1-1b), tooth socket keep the temperature straight panel (1- 2a), tooth socket heat preservation L shaped plate (1-2b), interior preformed layer concrete slab (1-3a), interior prefabricated layer concrete L shaped plate (1-3b) top Face flushes；Straight heat preservation assembling overlapping exterior wall (1a), L shape heat preservation assembling overlapping exterior wall (1b), T shape heat preservation assembling overlapping exterior wall When (1c), straight assembling overlapping interior wall (1d), cross assembling overlapping interior wall (1e) carry out interlayer connection, using the dedicated connection of node Multiple rows of connection ring (5-1) of steelframe (5), dedicated connection steelframe (5) of node is inserted into the lamination poured behind adjacent lower and upper layer by row In cavity；It is formed the vertical connecting node of wallboard (4b)；Assembling overlapping exterior wall (1a), L shape heat preservation assembling overlapping are directly kept the temperature in top layer Exterior wall (1b), T shape heat preservation assembling overlapping exterior wall (1c), straight assembling overlapping interior wall (1d), cross assembling overlapping interior wall (1e) are poured After the completion of building, longitudinal both ends that concrete-steel overlaps insulation roof slab (3) are overlapped on straight heat preservation according to physical location respectively Assembling overlapping exterior wall (1a), the heat preservation of L shape, which assemble, to be overlapped exterior wall (1b), T shape heat preservation assembling overlapping exterior wall (1c), directly assembles in overlapping Wall (1d), the interior preformed layer concrete slab (1-3a) of cross assembling overlapping interior wall (1e), interior prefabricated layer concrete L shaped plate (1- Top 3b)；It is outer in straight heat preservation assembling overlapping exterior wall (1a), L shape heat preservation assembling overlapping exterior wall (1b), T shape heat preservation assembling overlapping Wall (1c), straight assembling overlapping interior wall (1d), cross assembling overlapping interior wall (1e) and concrete-steel overlapping insulation roof slab (3) Top casting concrete, the top surface of casting concrete and tooth socket concrete straight panel (1-1a), tooth socket concrete L shaped plate (1- 1b), tooth socket heat preservation straight panel (1-2a), tooth socket heat preservation L shaped plate (1-2b), interior preformed layer concrete slab (1-3a), interior preformed layer are mixed The top surface of solidifying soil L shaped plate (1-3b) flushes.
Further, the tooth socket concrete straight panel (1-1a) of straight heat preservation assembling overlapping exterior wall (1a) and interior preformed layer are mixed Concrete board (1-3a) is located at the two sides of straight heat preservation assembling overlapping exterior wall (1a)；Internal cogging concrete straight panel (1-1a) and tooth Slot keeps the temperature straight panel (1-2a) and is integrally formed, and tooth socket heat preservation straight panel (1-2a) is corresponding with interior preformed layer concrete slab (1-3a)； Tooth socket heat preservation straight panel (1-2a) is equal with tooth socket concrete straight panel (1-1a) height, and interior preformed layer concrete slab (1-3a) compares tooth socket Keep the temperature straight panel (1-2a) low 100 ~ 250mm；Circular connector (1-5) transverse and longitudinal is in a row, in addition to top row with lateral connection muscle (1-4- 3) it corresponds；The circular connector (1-5) of top row is located at interior preformed layer concrete slab (1-2a) and keeps the temperature straight panel (1- than tooth socket 3a) the middle line of the raised area；The outermost side end of circular connector (1-5) is inserted into straight space bar frame (1-4a) inside, Apart from 10 ~ 30mm of interior preformed layer concrete slab (1-3a)；The outermost end of straight space bar frame (1-4a) is straight apart from tooth socket heat preservation Outermost 10 ~ the 30mm of transverse plane of plate (1-2a)；Every row's circular connector (1-5) is placed on identical row's lateral connection muscle (1-4-3) Side, the circular connector (1-5) of bottom row, top row and each row in horizontal both ends bind horizontal reinforcement (1-4-2), cross outside plate To dowel (1-4-3), vertical reinforcing bar (1-4-4) node on；Tooth socket concrete straight panel (1-1a) one-piece casting is in tooth Slot is kept the temperature on straight panel (1-2a), concrete dovetail (1-1-3), the concrete dovetail groove (1- of tooth socket concrete straight panel (1-1a) 1-4) insulation board dovetail groove (1-2-3), the insulation board dovetail (1-2-4) with tooth socket heat preservation straight panel (1-2a) are mutually twisted；If The rows of circular connector of several transverse and longitudinals (1-5) is set, circular connector (1-5) is rectangular ring；Where circular connector (1-5) Plane is vertical, and long side is horizontal, and short side is vertical；The vertical setting of types of circular connector (1-5) and the interphase of concrete dovetail (1-1-3) Corresponding, one end of circular connector (1-5) extend into straight concrete plate body (1-1-1) mid-plane, circular connector (1-5) The other end stretches out insulation board dovetail (1-2-4)；Tooth socket keeps the temperature the insulation board right-angled trapezium tenon (1-2-5) and tooth of straight panel (1-2a) The adjacent one end of slot concrete straight panel (1-1a), insulation board right-angled trapezium tenon (1-2-5) and insulation board isosceles trapezoid tenon (1-2-7) Flushed with the side of tooth socket concrete straight panel (1-1a)；Tooth socket keeps the temperature the insulation board right-angled trapezium tenon (1-2- of straight panel (1-2a) 5) it is located remotely from one end of tooth socket concrete straight panel (1-1a), insulation board isosceles trapezoid slot (1-2-6) and heat preservation board thermal insulation board are straight Angle dovetail groove (1-2-8) is flushed with the side of tooth socket concrete straight panel (1-1a)；The interior preformed layer concrete slab (1-3a) Generally Rectangular Concrete plate, in the vertical evenly distributed plate of straight space bar frame (1-4a) horizontal reinforcement (1-4-1) with Wherein equally distributed vertical reinforcing bar (1-4-4) square crossing of a row of horizontal, the rack that the two is constituted are located at interior preformed layer coagulation The mid-plane of native plate (1-3a)；The outer horizontal reinforcement (1-4-2) of the vertical evenly distributed plate of straight space bar frame (1-4a) With equally distributed vertical reinforcing bar (1-4-4) square crossing of another row of horizontal, the rack that the two is constituted is vertically positioned at interior preformed layer The outside of concrete slab (1-3a)；The rack and plate that horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) are constituted in plate are outer horizontal The spacing for the rack that reinforcing bar (1-4-2) and vertical reinforcing bar (1-4-4) are constituted is equal to each other respectively, and crosspoint is also one a pair of It answers, lateral connection muscle (1-4-3) is set in corresponding crosspoint；Horizontal reinforcement (1-4-1) and interior preformed layer concrete slab in plate Interior preformed layer concrete slab (1-3a) is stretched out at the both ends of the equal length of (1-3a), the outer horizontal reinforcement (1-4-2) of plate；The tooth Slot concrete straight panel (1-1a) is by straight concrete plate body (1-1-1), concrete dovetail (1-1-3), concrete dovetail groove (1-1- 4) it forms；Straight concrete plate body (1-1-1) generally rectangular slab, side is flat surface outside, is arranged vertically in inside Concrete dovetail (1-1-3) and concrete dovetail groove (1-1-4) uniform and alternate, concrete dovetail (1-1-3) Level cross-sectionn be isosceles trapezoid, end is wider than root；Concrete dovetail groove (1-1-4) is isosceles trapezoid, open-ended ratio Root notches are narrow；Tooth socket heat preservation straight panel (1-2a) is by directly keeping the temperature plate body (1-2-1), insulation board dovetail groove (1-2-3), heat preservation Plate dovetail (1-2-4), insulation board right-angled trapezium tenon (1-2-5), insulation board isosceles trapezoid slot (1-2-6), insulation board isosceles ladder Shape tenon (1-2-7), heat preservation board thermal insulation board right-angled trapezium slot (1-2-8) composition；Straight heat preservation plate body (1-2-1) generally rectangle, Insulation board dovetail groove (1-2- that is vertical uniform and alternateing is respectively set inside and outside straight heat preservation plate body (1-2-1) 3) level cross-sectionn of, insulation board dovetail (1-2-4), insulation board dovetail (1-2-4) are isosceles trapezoid, and root is compared in end It is wide；Insulation board dovetail groove (1-2-3) is isosceles trapezoid, open-ended narrower than root notches；The wherein insulation board dovetail groove of side (1-2-3) is corresponded with the insulation board dovetail (1-2-4) of the other side；In one of them of directly heat preservation plate body (1-2-1) Horizontal ends set gradually insulation board right-angled trapezium tenon (1-2-5) respectively from inside to outside, insulation board isosceles trapezoid slot (1-2-6), protect Warm plate isosceles trapezoid tenon (1-2-7), heat preservation board thermal insulation board right-angled trapezium slot (1-2-8), another horizontal ends ecto-entad difference Successively insulation board right-angled trapezium tenon (1-2-5), insulation board isosceles trapezoid slot (1-2-6), insulation board isosceles trapezoid tenon (1-2-7), It keeps the temperature board thermal insulation board right-angled trapezium slot (1-2-8)；Insulation board right-angled trapezium tenon (1-2-5), insulation board isosceles trapezoid slot (1-2- 6), insulation board isosceles trapezoid tenon (1-2-7), keep the temperature board thermal insulation board right-angled trapezium slot (1-2-8) level cross-sectionn constitute one Rectangle, the length of rectangle are insulation board dovetail (1-2-4) top from side insulation board dovetail groove (1-2-3) slot bottom to the other side The distance at end, the width of rectangle are distance of the insulation board right-angled trapezium tenon root (1-2-5) to end；Insulation board right-angled trapezium tenon (1-2-5) and heat preservation board thermal insulation board right-angled trapezium slot (1-2-8) are located at the both ends of short side, in a rectangular trapezoid；Insulation board isosceles ladder Shape slot (1-2-6), insulation board isosceles trapezoid tenon (1-2-7) are located at centre, are in isosceles trapezoid；The wherein insulation board right angle ladder of side Shape tenon (1-2-5), insulation board isosceles trapezoid slot (1-2-6), insulation board isosceles trapezoid tenon (1-2-7), heat preservation board thermal insulation board right angle Heat preservation board thermal insulation board right-angled trapezium slot (1-2-8), the insulation board isosceles trapezoid tenon (1-2-7) of dovetail groove (1-2-8) and the other side , insulation board isosceles trapezoid slot (1-2-6), insulation board right-angled trapezium tenon (1-2-5) correspond respectively；The interior preformed layer Concrete slab (1-3a) is by prefabricated straight concrete plate body (1-3-1), medial plane (1-3-3), internal layer pitted skin (1-3-4), coagulation Native right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete are straight Angle dovetail groove (1-3-8) composition；The inner surface of prefabricated straight concrete plate body (1-3-1) is internal layer pitted skin (1-3-4), outside table Face is medial plane (1-3-3)；Distinguish from inside to outside successively in one of horizontal ends of prefabricated straight concrete plate body (1-3-1) Be arranged concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), Concrete right-angled trapezium slot (1-3-8), another horizontal ends ecto-entad respectively successively concrete right-angled trapezium tenon (1-3-5), Concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium slot (1-3-8)；Coagulation Native right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete are straight The level cross-sectionn of angle dovetail groove (1-3-8) constitutes a rectangle, and the length of rectangle is prefabricated straight concrete plate body (1-3-1) Thickness, the width of rectangle are distance of the concrete right-angled trapezium tenon root (1-3-5) to end；Concrete right-angled trapezium tenon (1- 3-5) it is located at the both ends of short side with concrete right-angled trapezium slot (1-3-8), it is in a rectangular trapezoid；Concrete isosceles trapezoid slot (1-3- 6), concrete isosceles trapezoid tenon (1-3-7) is located at centre, is in isosceles trapezoid；The wherein concrete right-angled trapezium tenon (1-3- of one end 5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium slot (1-3-8) with Concrete right-angled trapezium slot (1-3-8), concrete isosceles trapezoid tenon (1-3-7), the concrete isosceles trapezoid slot (1- of the other end 3-6), concrete right-angled trapezium tenon (1-3-5) corresponds respectively；The straight space bar frame (1-4a) is by horizontal in plate The outer horizontal reinforcement (1-4-2) of reinforcing bar (1-4-1), plate, lateral connection muscle (1-4-3), vertical reinforcing bar (1-4-4) composition；It is two rows of equal The vertical reinforcing bar (1-4-4) of even distribution corresponds, and height is equal；Vertical reinforcing bar (1-4-4) in wherein side is external Horizontal reinforcement (1-4-1) in equally distributed plate, the two square crossing are set；Vertical reinforcing bar (1-4-4) in the other side is external The outer horizontal reinforcement (1-4-2) of equally distributed plate, the two square crossing are set；Horizontal reinforcement (1-4-1) and vertical reinforcing bar in plate The crosspoint of (1-4-4) and the crosspoint of the outer horizontal reinforcement (1-4-2) of plate and vertical reinforcing bar (1-4-4) correspond, and right Lateral connection muscle (1-4-3) is set between the crosspoint answered, and is attached respectively in intersection.
Further, the difference of L shape heat preservation assembling overlapping exterior wall (1b) and straight heat preservation assembling overlapping exterior wall (1a) exists In by tooth socket concrete L shaped plate (1-1b), tooth socket heat preservation L shaped plate (1-2b), interior prefabricated layer concrete L shaped plate (1-3b) and L shape Space bar frame (1-4b) replaces tooth socket concrete straight panel (1-1a) respectively, tooth socket keeps the temperature straight panel (1-2a), interior preformed layer mixes Concrete board (1-3a) and space bar frame (1-4a)；Tooth socket concrete L shaped plate (1-1b), tooth socket heat preservation L shaped plate (1-2b), interior Prefabricated layer concrete L shaped plate (1-3b) is L shape, and global shape is 90 ° of bendings, and two right-angle sides are equal；L shape Steel Space Muscle rack (1-4b) is by horizontal reinforcement in plate (1-4-1), the outer horizontal reinforcement (1-4-2) of plate, lateral connection muscle (1-4-3), vertical Reinforcing bar (1-4-4) composition；Generally L shape, the two rows of equally distributed vertical reinforcing bars (1-4-4) in every side correspond, and height It is equal；Horizontal reinforcement (1-4-1) in equally distributed plate is set outside the vertical reinforcing bar (1-4-4) of wherein side, and the two is hung down It is straight to intersect；The outer horizontal reinforcement (1-4-2) of equally distributed plate is set outside the vertical reinforcing bar (1-4-4) of the other side, and the two is hung down It is straight to intersect；The crosspoint of horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) and the outer horizontal reinforcement (1-4-2) of plate and perpendicular in plate The crosspoint of straight reinforcing bar (1-4-4) corresponds, and lateral connection muscle (1-4-3) is arranged between corresponding crosspoint, and point It is not attached in intersection.
Further, the difference of T shape heat preservation assembling overlapping exterior wall (1c) and straight heat preservation assembling overlapping exterior wall (1a) exists Preformed layer concrete slab (1-3a) in one piece is replaced in prefabricated layer concrete L shaped plate (1-3b) in two pieces of use, and straight using T shape Space bar frame (1-4c) replaces space bar frame (1-4a)；The tooth socket insulation board side (1-2a) and the straight space reinforcing bar of T shape The side rack (1-4c) is opposite vertically；Tooth socket concrete straight panel (1-1a) and interior prefabricated layer concrete L shaped plate (1-3b) are distinguished Positioned at outermost；Internal cogging concrete straight panel (1-1a) and tooth socket insulation board (1-2a) are integrally formed, and tooth socket insulation board (1- It is 2a) corresponding with interior prefabricated layer concrete L shaped plate (1-3b)；Circular connector (1-5) transverse and longitudinal is in a row, and the annular of both ends vertical setting of types Connector (1-5) and lateral connection muscle (1-4-3) are corresponded；It is straight that the outermost side end of circular connector (1-5) is inserted into T shape Space bar frame (1-4c) is internal, apart from 10 ~ 30mm of interior prefabricated layer concrete L shaped plate (1-3b)；The straight space steel mesh of T shape The outermost end of frame (1-4c) is apart from the outermost 10 ~ 30mm of transverse plane of tooth socket insulation board (1-2a)；Circular connector (the 1- of both ends vertical setting of types 5) bottom is flushed with lateral connection muscle (1-4-3), the circular connector (1-5) of bottom row, top row and each row in horizontal both ends Binding is outside plate on the node of horizontal reinforcement (1-4-2), lateral connection muscle (1-4-3), vertical reinforcing bar (1-4-4)；It is interior prefabricated Layer concrete L shaped plate (1-3b) generally L shape concrete slab, the short side of prefabricated layer concrete L shaped plate (1-3b) is opposite in two pieces, Two short sides are aligned, two long side alinements, and the spacing in two pieces between prefabricated layer concrete L shaped plate (1-3b) is interior wall Thickness；Horizontal reinforcement (1-4-1) in the vertical evenly distributed plate of the straight space bar frame (1-4c) of T shape, wherein one end is stretched Enter in one piece the long side of prefabricated layer concrete L shaped plate (1-3b), the other end extend into prefabricated layer concrete L shape in another piece The long side of plate (1-3b)；The vertical vertical reinforcing bar (1-4- of one row of setting in prefabricated layer concrete L shaped plate (1-3b) in two 4)；Horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) square crossing in plate, the rack that the two is constituted are located at prefabricated in two pieces The mid-plane of layer concrete L shaped plate (1-3b)；The vertical evenly distributed plate of the straight space bar frame (1-4c) of T shape is outer horizontal Reinforcing bar (1-4-2) and the vertical reinforcing bar of another row (1-4-4) square crossing, the rack that the two is constituted are located at preformed layer coagulation in two pieces The outside of native L shaped plate (1-3b)；The rack and plate that horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) are constituted in plate are outer horizontal The spacing for the rack that reinforcing bar (1-4-2) and vertical reinforcing bar (1-4-4) are constituted is equal to each other respectively, and crosspoint is also one a pair of It answers, lateral connection muscle (1-4-3) is set in corresponding crosspoint；Two vertical setting of types of centre of the straight space bar frame (1-4c) of T shape is horizontal To the vertical reinforcing bar (1-4-4) of dowel (1-4-3) and the interior long side of interior prefabricated layer concrete L shaped plate (1-3b) and short side intersection It is all connected with, and extend into the short side of interior prefabricated layer concrete L shaped plate (1-3b)；The straight space bar frame (1-4c) of T shape by Horizontal reinforcement (1-4-1), plate outer horizontal reinforcement (1-4-2), lateral connection muscle (1-4-3), vertical reinforcing bar (1-4-4) group in plate At；Two rows of vertical reinforcing bars (1-4-4) correspond, and height is equal；The quantity of every vertical reinforcing bar of row (1-4-4) is even number； Horizontal reinforcement (1-4-1) in vertical equally distributed plate is set outside the vertical reinforcing bar (1-4-4) of wherein side, and the two is vertical Intersect；The outer horizontal reinforcement (1-4-2) of vertical equally distributed plate, the two are set outside the vertical reinforcing bar (1-4-4) of the other side Square crossing；In plate the crosspoint of horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) and the outer horizontal reinforcement (1-4-2) of plate with The crosspoint of vertical reinforcing bar (1-4-4) corresponds, and lateral connection reinforcing bar (1-4-3) is arranged between corresponding crosspoint, And it is attached respectively in intersection；The lateral connection reinforcing bar (1-4-3) of intermediate two vertical setting of types horizontal reinforcement (1-4-1) in plate Side is protruding, and extension elongation is equal；The interior prefabricated layer concrete L shaped plate (1-3b) is by L shape concrete plate body (1-3- 2), medial plane (1-3-3), internal layer pitted skin (1-3-4), concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium slot (1-3-8) composition；L shape concrete plate body (1- 3-2) generally L shape, L-shaped interior right angle side are the outside of L shape concrete plate body (1-3-2) entirety, L-shaped outer right angle side For the inside of L shape concrete plate body (1-3-2) entirety, the inner surface of L shape concrete plate body (1-3-2) entirety is internal layer pitted skin (1-3-4), the outer surface of L shape concrete plate body (1-3-2) entirety are medial plane (1-3-3)；In L shape concrete plate body One of horizontal ends of (1-3-2) set gradually concrete right-angled trapezium tenon (1-3-5), concrete isosceles respectively from inside to outside Dovetail groove (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium slot (1-3-8), another horizontal ends by Successively concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid are distinguished outside to inside Tenon (1-3-7), concrete right-angled trapezium slot (1-3-8)；Concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1- 3-6), level cross-sectionn one rectangle of composition of concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium slot (1-3-8), The length of rectangle is the thickness of L shape concrete plate body (1-3-2), and the width of rectangle is concrete right-angled trapezium tenon (1-3-5) root Distance of the portion to end；Concrete right-angled trapezium tenon (1-3-5) and concrete right-angled trapezium slot (1-3-8) are located at the two of short side End, it is in a rectangular trapezoid；Concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7) are located at centre, are in isosceles It is trapezoidal；The wherein concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid of one end Tenon (1-3-7), the concrete right-angled trapezium slot (1-3-8) of concrete right-angled trapezium slot (1-3-8) and the other end, concrete etc. It is right one by one that the trapezoidal tenon of waist (1-3-7), concrete isosceles trapezoid slot (1-3-6), concrete right-angled trapezium tenon (1-3-5) are distinguished It answers.
Further, interior preformed layer concrete slab (1-3a) the generally rectangular slab of straight assembling overlapping interior wall (1d)； The inner surface of interior preformed layer concrete slab (1-3a) is internal layer pitted skin (1-3-4), and outer surface is medial plane (1-3-3)； Concrete right-angled trapezium tenon is set gradually respectively from inside to outside in one of horizontal ends of interior preformed layer concrete slab (1-3a) (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium slot (1-3- 8), another horizontal ends ecto-entad distinguishes successively concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3- 6), concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium slot (1-3-8)；Concrete right-angled trapezium tenon (1-3-5) mixes Solidifying soil isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), the level of concrete right-angled trapezium slot (1-3-8) are horizontal One rectangle of section constitution, the length of rectangle are the thickness of interior preformed layer concrete slab (1-3a), and the width of rectangle is concrete Distance of the right-angled trapezium tenon root (1-3-5) to end；Concrete right-angled trapezium tenon (1-3-5) and concrete right-angled trapezium slot (1-3-8) is located at the both ends of short side, in a rectangular trapezoid；Concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1- 3-7) it is located at centre, is in isosceles trapezoid；Wherein the concrete right-angled trapezium tenon (1-3-5) of one end, concrete isosceles trapezoid slot (1- 3-6), the concrete right-angled trapezium of concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium slot (1-3-8) and the other end Slot (1-3-8), concrete isosceles trapezoid tenon (1-3-7), concrete isosceles trapezoid slot (1-3-6), concrete right-angled trapezium tenon (1-3-5) is corresponded respectively；Horizontal reinforcement (1-4-1) is vertical uniformly in several plates of single vertical bar bar frame (1-4d) It is distributed in interior preformed layer concrete slab (1-3a), it is mixed that several vertical reinforcing bar (1-4-4) horizontal homogeneous are distributed in interior preformed layer In concrete board (1-3a)；Horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) intersect place in plate, and horizontal transverse direction is arranged Dowel (1-4-3).
Further, interior prefabricated layer concrete L shaped plate (1-3b) the generally L of cross assembling overlapping interior wall (1e) Shape concrete slab, prefabricated layer concrete L shaped plate (1-3b) is grouped two-by-two in four pieces, wherein prefabricated layer concrete in first group two pieces The short side of L shaped plate (1-3b) is opposite, two short side alignment, two long side alinements, prefabricated layer concrete L shaped plate in two pieces Spacing between (1-3b) is the thickness of interior wall；Prefabricated layer concrete L shaped plate (1-3b) and the two of second group in first group two pieces Prefabricated layer concrete L shaped plate (1-3b) is opposite in the side of not short side in block, prefabricated layer concrete L shaped plate in first group two pieces Spacing in (1-3b) and the two of second group pieces between prefabricated layer concrete L shaped plate (1-3b) is the thickness of interior wall；Two groups two pieces Interior prefabricated layer concrete L shaped plate (1-3b) is symmetrical two-by-two, and the cavity that centre is formed is cross, in four outside cross Prefabricated layer concrete L shaped plate (1-3b) forms whole cross plate；Two short sides of cross plate are symmetrical along central axes, two long Edge central axes are symmetrical, and long side is 4 ~ 10 times of short side, and the length of short side is 100 ~ 200mm；The straight space bar frame of cross The both ends horizontal reinforcement (1-4-1) are respectively protruding into L shape concrete plate body (1-3-2) in the vertical equally distributed plate of the two rows of (1-4e) Long side；The interlude of horizontal reinforcement (1-4-1) is exposed in intermediate cavity in plate, the straight space bar frame (1- of cross The both ends horizontal reinforcement (1-4-5) are respectively protruding into L shape concrete plate body (1-3-2) in the vertical equally distributed short slab of two rows 4e) Short side；The interlude of horizontal reinforcement (1-4-5) is exposed in intermediate cavity in short slab；It is horizontal reinforcement (1-4-1) in plate, short Horizontal reinforcement (1-4-5) intersects the horizontal reinforcement in the corner of L shape concrete plate body (1-3-2), the plate of identical layer in plate Four vertex that the crosspoint of horizontal reinforcement (1-4-5) is square in (1-4-1), short slab, in four of the square The vertical reinforcing bar (1-4-4) that angle setting is erect；Horizontal reinforcement (1- in plate in two rows of short slabs on the outside of horizontal reinforcement (1-4-5) 1 ~ 5 row 4-1) is respectively respectively set to be uniformly distributed vertically lateral connection reinforcing bar (1-4-3), horizontal reinforcement (1-4-1) and transverse direction in plate Vertical reinforcing bar (1-4-4) is arranged in the interior angle for connecting reinforcing bar (1-4-3)；Outside the lateral connection reinforcing bar (1-4-3) of two rows of outermost ends The long side of side, the L shape concrete plate body (1-3-2) of interior prefabricated layer concrete L shaped plate (1-3b) stretches out lateral connection reinforcing bar (1-4- 3) length is 100 ~ 200mm；The straight space bar frame (1-4e) of cross is by horizontal reinforcement in plate (1-4-1), short slab Interior horizontal reinforcement (1-4-5), lateral connection reinforcing bar (1-4-3), vertical reinforcing bar (1-4-4), horizontal reinforcement (1-4-5) group in short slab At；Horizontal reinforcement (1- in horizontal reinforcement (1-4-1) and two rows of vertically equally distributed short slabs in two rows of vertical equally distributed plates 4-5) interlaced, centre forms rectangular closed-loop, vertical projection generally cross；In two rows of vertical equally distributed short slabs Horizontal reinforcement (1-4-1) is respectively by flat with horizontal reinforcement in short slab (1-4-5) in the plate in the outside of interior horizontal reinforcement (1-4-5) Capable lateral connection reinforcing bar (1-4-3) successively connects；Two rows of vertical reinforcing bars (1-4-4) correspond, and height is equal；Every row The quantity of vertical reinforcing bar (1-4-4) is even number；Vertical reinforcing bar (1-4-4) is located at horizontal reinforcement in plate (1-4-1) and short slab Horizontal reinforcement (1-4-1) and lateral connection reinforcing bar (1-4-3) intersect in the interior angle and plate that interior horizontal reinforcement (1-4-5) is intersected Interior angle.
Further, longitudinal both ends difference of the precast concrete bottom (2-1) of the concrete-steel laminated floor slab (2) It is overlapped at the top of lower part bar shaped concrete component (2-12), the lap of splice is 5 ~ 20mm；The preformed layer board bottom longitudinally docked is lateral Reinforcing bar (2-6) is located at the top lower part bar shaped concrete component (2-12), reinforcing bar (2- in opposite preformed layer board bottom transverse plate in plate 6) it mutually overlaps one by one；Precast concrete bottom (2-1) laterally closes up one by one to be close to, the laterally-graded connector (2-3) of two sides Side by side, wherein the overhanging side of sideways, outwardly extending connection reinforcing bar (2-7) of preformed layer board bottom is sideways, outwardly extending with preformed layer board bottom respectively The not overhanging side of connection reinforcing bar (2-7) is closed up, and the sideways, outwardly extending connection reinforcing bar (2-7) of overhanging preformed layer board bottom is placed in adjacent pre- On the not overhanging laterally-graded connector (2-3) of sideways, outwardly extending connection reinforcing bar (2-7) of preparative layer board bottom, and preformed layer board bottom is lateral out Connection reinforcing bar (2-7) is stretched across two adjacent preformed layer board bottom longitudinal reinforcements (2-5)；Before cast-in-place overlapping layers (2-2) pours, frame If cast-in-place laminate top longitudinal reinforcement (2-10), cast-in-place laminate top longitudinal reinforcement (2-10) is uniformly distributed, the in-situ layer longitudinally docked Plate top longitudinal reinforcement (2-10) mutually overlaps；Set up cast-in-place laminate top transverse steel (2-11), cast-in-place laminate top transverse steel (2- 11) it is evenly distributed on the top of laterally adjacent cast-in-place laminate top longitudinal reinforcement (2-10), transverse steel (2-11) mutually overlaps； The cast-in-place overlapping layers of after-pouring (2-2) is completed in assembly；Precast concrete bottom (2-1) generally rectangle；Precast concrete bottom (2- 1) transverse ends are respectively provided with laterally-graded connector (2-3) and angle (2-4), and angle (2-4) is located at the outermost steel in both ends The outside of muscle truss (2-8) is the inclined-plane of the top surface of precast concrete bottom (2-1) obliquely, the bottom of angle (2-4) and cross It is connected to ladder connector (2-3), laterally-graded connector (2-3) is horizontal to transverse ends face；In precast concrete bottom (2- 1) internal lowest level is that reinforcing bar (2-6), preformed layer board bottom are sideways, outwardly extending in uniform alternatively distributed preformed layer board bottom transverse plate It connects reinforcing bar (2-7), reinforcing bar (2-6), the sideways, outwardly extending company of preformed layer board bottom in lateral wherein one end preformed layer board bottom transverse plate It connects reinforcing bar (2-7) and does not stretch out precast concrete bottom (2-1)；In the sideways, outwardly extending connection reinforcing bar (2- of other end preformed layer board bottom 7) it after crossing outermost placing of reinforcement truss (2-8), bends, then horizontal buckling, is stretched at the intermediate altitude of angle (2-4) obliquely Out, and always it protrudes horizontally up precast concrete bottom (2-1), the length of stretching is the width of laterally-graded connector (2-3)；And It is placed to same vertical direction, until reinforcing bar (2-6) and prefabricated laminate in 2 to one/3rd times of preformed layer board bottom transverse plate It is returned when the spacing of overhanging connection reinforcing bar (2-7) of bottom horizontal to (2-3) inner bending of laterally-graded connector, until laterally-graded connection The boundary line of mouth (2-3) and angle (2-4)；Reinforcing bar (2-6) and preformed layer board bottom are sideways, outwardly extending in preformed layer board bottom transverse plate The top for connecting reinforcing bar (2-7), is arranged equally distributed preformed layer board bottom longitudinal reinforcement (2-5), preformed layer board bottom longitudinal reinforcement The long side both ends of precast concrete bottom (2-1) are stretched out at the both ends (2-5)；The top of precast concrete bottom (2-1) is cast-in-place Overlapping layers (2-2) is equally distributed cast-in-place laminate top transverse steel (2-11) in cast-in-place overlapping layers (2-2) interior top layer, cast-in-place The laminate top transverse steel lower part (2-11) is intersection normal thereto and equally distributed cast-in-place laminate top longitudinal reinforcement (2-10)；? Steel bar girder (2-8) is set in precast concrete bottom (2-1), the bottom of steel bar girder (2-8) is that two preformed layer board bottoms are vertical To reinforcing bar (2-5), top is a cast-in-place laminate top longitudinal reinforcement (2-10), the level of cast-in-place laminate top longitudinal reinforcement (2-10) Projection is located at the centre of two preformed layer board bottom longitudinal reinforcements (2-5)；Using diagonal reinforcement by cast-in-place laminate top longitudinal reinforcement (2- 10) it is connect respectively with the preformed layer board bottom longitudinal reinforcement (2-5) of two sides；Next the half of steel bar girder (2-8) is located at concrete In native bottom (2-1), upper half is located in cast-in-place overlapping layers (2-2)；In precast concrete bottom (2-1) bury 4 it is pre-buried It lifts reinforcing bar (2-9)；The lower part bar shaped concrete component (2-12) is three classes different component, and the first kind is building foundation top Portion；Second class is at the top of shear wall；Third class is at the top of composite beam；The sideways, outwardly extending connection reinforcing bar (2-7) of preformed layer board bottom Bottom is one section of embedded section reinforcing bar (2-7-1), and in one end wherein, 30 ° obliquely ~ 60 ° bendings, formation upwarps a section reinforcing bar (2- 7-2), and again bending extends horizontally outward, forms overhanging section of reinforcing bar (2-7-3), and overhanging section of reinforcing bar (2-7-3) is divided into three portions Point, the flat segments lengths of rebar (2-7-3-1) protruded horizontally up outward is longitudinal bending segment steel of the 90 ° of bendings in side thereto later Muscle section (2-7-3-2), last one end are again to the back bending section lengths of rebar (2-7-3-3) for returning 90 ° of bendings, back bending section lengths of rebar (2- It 7-3-3) extends to always at 30 ~ 50mm outside overhanging section of reinforcing bar (2-7-3) starting point.
Further, two pieces of overlapping concrete bidirectional stress heat preservation of concrete-steel overlapping insulation roof slab (3) Two long sides of roofing Alveolus type prefabricated underlay are closed up, in overlapping concrete bidirectional stress heat insulation house surface Alveolus type prefabricated underlay The two sides of adjacent area are lateral connection mouth (3-2), and it is horizontal that longitudinal equally distributed bottom is arranged at lateral connection mouth (3-2) To connection reinforced steel bar ring (3-11), bottom lateral connection reinforced steel bar ring (3-11) is straight-flanked ring, bottom lateral connection reinforced steel bar ring (3-11) It is horizontal positioned, and long side is lateral, short side is longitudinal；The both ends of bottom lateral connection reinforced steel bar ring (3-11) extend to lateral connection mouth (3- 2) region adjacent with the concrete tooth (3-1-2) at the top of overlapping concrete Alveolus type prefabricated underlay (3-1)；It is mixed in two pieces of overlappings It is cast-in-place that bottom bidirectional stress is poured at the adjacent lateral connection mouth (3-2) of solidifying soil bidirectional stress heat insulation house surface Alveolus type prefabricated underlay At the top of layer (3-10), the top surface of bottom bidirectional stress in-situ layer (3-10) and overlapping concrete Alveolus type prefabricated underlay (3-1) The top surface of concrete tooth (3-1-2) flushes；On the bottom bidirectional stress in-situ layer top (3-10), postposition insulation board (3-12) is set, The two-sided tooth socket of postposition insulation board (3-12) and the overlapping concrete bidirectional stress heat insulation house surface Alveolus type prefabricated underlay of two sides is protected Warm plate (3-3) linking；Laterally uniform in-situ layer longitudinal reinforcement (3-7), in-situ layer are set between steel bar girder (3-4) Longitudinal reinforcement (3-7) is indulged muscle (3-4-2) with the top of steel bar girder (3-4) and is flushed；In in-situ layer longitudinal reinforcement (3-7) and reinforcing bar The top setting equally distributed in-situ layer transverse steel (3-8) along longitudinal direction of truss (3-4), wherein half is to total amount of existing Pour the lateral connection mouth that a layer transverse steel (3-8) overlaps concrete bidirectional stress heat insulation house surface Alveolus type prefabricated underlay across two pieces (3-2)；Cast-in-place overlapping layers (3-9) is poured at the top of overlapping concrete bidirectional stress heat insulation house surface Alveolus type prefabricated underlay；Steel The bottom of frame concrete folding insulation roof slab (3) is overlapping concrete Alveolus type prefabricated underlay (3-1), and top is two-sided tooth socket Insulation board (3-3) overlaps concrete tooth (3-1-2), occlusal crib (3-1-3) at the top of concrete Alveolus type prefabricated underlay (3-1) Agree with one by one respectively with the base channel (3-3-5) and bottom tooth (3-3-4) of two-sided tooth socket insulation board (3-3) lower part；Double cog Slot insulation board (3-3) both lateral sides extend to the outermost concrete tooth (3- of overlapping concrete Alveolus type prefabricated underlay (3-1) 1-2), overlap concrete Alveolus type prefabricated underlay (3-1) outermost end end connection the top recess (3-1-4) be not provided with it is two-sided Tooth socket insulation board (3-3), the notch that the overlapping concrete Alveolus type prefabricated underlay both ends (3-1) are formed are lateral connection mouth (3-2)； Top tooth (3-3-2), top slot (3-3-3) at the top of two-sided tooth socket insulation board (3-3) alternate, top tooth (3-3-2) Width is 1.5 ~ 2 times of top slot (3-3-3) width, the rear curved U-shaped muscle of multiple rows of equally distributed steel bar girder in longitudinal direction (3-4) (3-4-3) passes vertically through two-sided tooth socket insulation board (3- from the top slot (3-3-3) at the top of two-sided tooth socket insulation board (3-3) respectively It 3) is that bottom indulges muscle (3- in the bending place of bottom, and in the bending of the middle layer of overlapping concrete Alveolus type prefabricated underlay (3-1) 4-1), two interior angles at top are that muscle (3-4-2) is indulged at top；The laterally homogeneous part steel bar girder (3-4)；In steel bar girder In overlapping concrete Alveolus type prefabricated underlay (3-1) between (3-4) and on the outside of steel bar girder (3-4), it is respectively set several The bottom of preformed layer board bottom longitudinal reinforcement (3-5), preformed layer board bottom longitudinal reinforcement (3-5) and steel bar girder (3-4) indulges muscle (3- 4-1) with absolute altitude and laterally uniform；It is arranged in the bottom that preformed layer board bottom longitudinal reinforcement (3-5) and bottom indulge muscle (3-4-1) The equally distributed preformed layer board bottom transverse steel (3-6) in the longitudinal direction vertical with the two；The overlapping concrete Alveolus type is prefabricated Preformed layer plate body (3-1-1) the generally Rectangular Concrete plate of bottom (3-1) is arranged at the top of preformed layer plate body (3-1-1) Concrete tooth (3-1-2) that laterally uniform longitudinal direction alternates, occlusal crib (3-1-3)；Occlusal crib (3-1-3) width is 1.5 ~ 2 times of concrete tooth (3-1-2) width；It is respectively that end connects in the outside of the concrete tooth (3-1-2) of two outermost ends It connects recess (3-1-4), the width of end connection recess (3-1-4) is 1.8 ~ 3 times of concrete tooth (3-1-2) width；It is described double Heat preservation plate body (3-3-1) the generally rectangle of face tooth socket insulation board (3-3) is respectively cross on the top of heat preservation plate body (3-3-1) Tooth (3-3-2), top slot (3-3-3) at the top of to the longitudinal direction for being uniformly distributed and alternateing；In the lower part of heat preservation plate body (3-3-1) It is respectively laterally uniform and alternate longitudinal bottom tooth (3-3-4), base channel (3-3-5)；Top tooth (3-3-2) with Bottom tooth (3-3-4) is identical, and top slot (3-3-3) is identical as base channel (3-3-5), and tooth (3-3-2) width in top is top slot 1.5 ~ 2 times of (3-3-3) width；The lateral vertical center line of top tooth (3-3-2) and base channel (3-3-5) is overlapped, top slot (3- 3-3) it is overlapped with the lateral vertical center line of bottom tooth (3-3-4)；The rear curved U-shaped muscle (3-4-3) of the steel bar girder (3-4) is whole For U-shaped, the inward at both ends bending after passing through two-sided tooth socket insulation board (3-3)；Curved U-shaped muscle (3-4-3) homogeneous vertical distribution afterwards, Muscle (3-4-2) is indulged longitudinally through two interior angles at the top of all rear curved U-shaped muscle (3-4-3) in top；It is vertical that bottom indulges muscle (3-4-1) To the interior angle for two bendings for passing through all rear curved U-shaped muscle (3-4-3) bottoms.
Further, the wallboard lateral connection node (4a) is directly kept the temperature two pieces using the dedicated connection steelframe (5) of node Assembling overlapping exterior wall (1a) connection, wallboard lateral connection node (4a) will directly keep the temperature assembling using the dedicated connection steelframe (5) of node Exterior wall (1a) and L shape heat preservation assembling overlapping exterior wall (1b) connection are overlapped, wallboard lateral connection node (4a) uses the dedicated company of node Assembling overlapping exterior wall (1a) and T shape heat preservation assembling overlapping exterior wall (1c) connection will directly be kept the temperature by connecing steelframe (5)；The dedicated company of node Steelframe (5) is connect to be made of multiple rows of connection ring (5-1), whole reinforcing ring (5-2), multiple rows of connection ring (5-1) is horizontal straight-flanked ring, It is vertically uniformly distributed, two identical vertical whole reinforcing rings (5-2) entangle all multiple rows of connection rings (5-1)；Node is special Space bar frame (1-4a), the L shape space of two sides are successively inserted respectively into multiple rows of connection ring (5-1) of connection steelframe (5) The straight space bar frame (1-4c) of bar frame (1-4b), T shape, single vertical bar bar frame (1-4d), the straight space reinforcing bar of cross Between the respective lateral connection muscle (1-4-3) of rack (1-4e).
Further, the vertical connecting node of the wallboard (4b) is multiple rows of connection using dedicated connection steelframe (5) of node Straight heat preservation assembling overlapping exterior wall (1a) on upper layer and the straight heat preservation assembling overlapping exterior wall of lower layer are inserted into the both ends of ring (5-1) respectively In (1a) intermediate cavity, by straight heat preservation assembling overlapping exterior wall (1a) on upper layer and straight heat preservation assembling overlapping exterior wall (1a) of lower layer It connects.
Beneficial effects of the present invention:
Effect and advantage of the invention is that concrete heat-insulating overlapping wall prefabricated board is produced using separate type, live monoblock type group Dress, simple production process are conducive to mechanization, automation, intelligent production.It is convenient transportation, at low cost.Since overlapping wall is prefabricated Plate is integrated with insulation board, and using the tooth socket system in three-dimensional space, not only with good heat insulation effect but also with superior Stress performance.And site operation convenience, short time limit, good economical benefit, avoid the complex operations in work progress, substantially Reduce cost.
Detailed description of the invention
Fig. 1 a is the typical floor plan schematic diagram for separating monoblock type overlapping concrete structural system；
Fig. 1 b is the sectional elevation schematic diagram for separating monoblock type overlapping concrete structural system；
Fig. 2 a is the floor map that straight heat preservation assembling overlapping exterior wall decomposes；
Fig. 2 b is the elevational schematic view that straight heat preservation assembling overlapping exterior wall decomposes；
Fig. 2 c is the floor map of straight heat preservation assembling overlapping exterior wall assembling；
Fig. 3 is the floor map that L shape heat preservation assembling overlapping exterior wall decomposes；
Fig. 4 is the decomposition floor map of T shape heat preservation assembling overlapping exterior wall；
Fig. 5 is the decomposition floor map of straight assembling overlapping interior wall；
Fig. 6 is the decomposition floor map of cross assembling overlapping interior wall；
Fig. 7 a is the elevational schematic view of concrete-steel laminated floor slab；
Fig. 7 b turns for concrete-steel laminated floor slab with floor map；
Fig. 7 c is the floor map of the concrete-steel laminated floor slab of monolithic；
Fig. 7 d is the transverse end surface schematic diagram of the concrete-steel laminated floor slab of monolithic；
Fig. 7 e is the longitudinal terminal surface schematic diagram of the concrete-steel laminated floor slab of monolithic；
Fig. 7 f is the schematic elevation view of the sideways, outwardly extending connection reinforcing bar of preformed layer board bottom；
Fig. 7 g is the schematic top plan view of the sideways, outwardly extending connection reinforcing bar of preformed layer board bottom；
Fig. 8 a is the lateral connection end view that concrete-steel overlaps insulation roof slab；
Fig. 8 b is that the concrete-steel of monolithic overlaps the transverse end surface schematic diagram of insulation roof slab；
Fig. 8 c is that the concrete-steel of monolithic overlaps the longitudinal terminal surface schematic diagram of insulation roof slab；
Fig. 8 d is the transverse end surface schematic diagram for overlapping concrete Alveolus type prefabricated underlay；
Fig. 8 e is the transverse end surface schematic diagram of two-sided tooth socket insulation board；
Fig. 8 f is the end view of steel bar girder；
Fig. 8 g is the schematic elevation view of steel bar girder；
Fig. 9 a is the schematic top plan view of wallboard lateral connection node；
Fig. 9 b is the end view of the dedicated connection steelframe of node；
Fig. 9 c is the schematic elevation view of the dedicated connection steelframe of node；
Figure 10 is the vertical schematic cross-sectional view of the vertical connecting node of wallboard.
In figure, 1a is straight heat preservation assembling overlapping exterior wall；1b is L shape heat preservation assembling overlapping exterior wall；1c is T shape heat preservation group folding Close exterior wall；1d is that straight assembling overlaps interior wall；1e is cross assembling overlapping interior wall；2 be concrete-steel laminated floor slab；3 be steel Frame concrete folding insulation roof slab；4a is wallboard lateral connection node；4b is the vertical connecting node of wallboard；5 is dedicated for node Connect steelframe；
1-1a is tooth socket concrete straight panel；1-1b is tooth socket concrete L shaped plate；
1-2a is that tooth socket keeps the temperature straight panel；1-2b is that tooth socket keeps the temperature L shaped plate；
1-3a is interior preformed layer concrete slab；1-3b is interior prefabricated layer concrete L shaped plate；
1-4a is straight space bar frame；1-4b is the straight space bar frame of L shape；1-4c is the straight space bar frame of T shape； 1-4d is single vertical bar bar frame；1-4e is the straight space bar frame of cross；
1-5 is circular connector；
1-1-1 is straight concrete plate body；1-1-2 is L shape concrete plate body；1-1-3 is concrete dovetail；1-1-4 is Concrete dovetail groove；
1-2-1 is straight heat preservation plate body；1-2-2 is that L shape keeps the temperature plate body；1-2-3 is insulation board dovetail groove；1-2-4 is heat preservation Plate dovetail；1-2-5 is insulation board right-angled trapezium tenon；1-2-6 is insulation board isosceles trapezoid slot；1-2-7 is insulation board isosceles ladder Shape tenon；1-2-8 is insulation board right-angled trapezium slot；
1-3-1 is prefabricated straight concrete plate body；1-3-2 is prefabricated L shape concrete plate body；1-3-3 is medial plane；1-3- 4 be internal layer pitted skin；1-3-5 is concrete right-angled trapezium tenon；1-3-6 is concrete isosceles trapezoid slot；1-3-7 is concrete isosceles Trapezoidal tenon；1-3-8 is concrete right-angled trapezium slot；
1-4-1 is horizontal reinforcement in plate, and 1-4-2 is the outer horizontal reinforcement of plate；1-4-3 is lateral connection muscle；1-4-4 is vertical Reinforcing bar；1-4-5 is horizontal reinforcement in short slab；
2-1 is precast concrete bottom；2-2 is cast-in-place overlapping layers；2-3 is laterally-graded connector；2-4 is angle；2-5 For preformed layer board bottom longitudinal reinforcement；2-6 is reinforcing bar in preformed layer board bottom transverse plate；2-7 is the sideways, outwardly extending connection of preformed layer board bottom Reinforcing bar；2-8 is steel bar girder；2-9 is pre-buried lifting reinforcing bar；2-10 is cast-in-place laminate top longitudinal reinforcement；2-11 is cast-in-place laminate Push up transverse steel；2-12 is lower part bar shaped concrete component；2-7-1 is embedded section reinforcing bar；2-7-2 is to upwarp a section reinforcing bar；2-7- 3 be overhanging section of reinforcing bar；2-7-3-1 is flat segments lengths of rebar；2-7-3-2 is longitudinal bending segment reinforcing bar；2-7-3-3 is back bending Duan Gang Muscle；
3-1 is overlapping concrete Alveolus type prefabricated underlay；3-2 is lateral connection mouth；3-3 is two-sided tooth socket insulation board；3-4 For steel bar girder；3-5 is preformed layer board bottom longitudinal reinforcement；3-6 is preformed layer board bottom transverse steel；3-7 is in-situ layer longitudinal direction steel Muscle；3-8 is in-situ layer transverse steel；3-9 is cast-in-place overlapping layers；3-10 is bottom bidirectional stress in-situ layer；3-11 is that bottom is horizontal To connection reinforced steel bar ring；3-12 is postposition insulation board；3-1-1 is preformed layer plate body；3-1-2 is concrete tooth；3-1-3 is occlusion Slot；3-1-4 is that end connects recess；3-3-1 is heat preservation plate body；3-3-2 is top tooth；3-3-3 is top slot；3-3-4 is bottom Portion's tooth；3-3-5 is base channel；3-4-1 is that bottom indulges muscle；3-4-2 is that muscle is indulged at top；3-4-3 is rear curved U-shaped muscle；
5-1 is multiple rows of connection ring；5-2 is whole reinforcing ring.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not They can be interpreted as limiting the scope of the present invention.
Embodiment: as shown in Fig. 1 a-10, the exterior wall of separation monoblock type overlapping concrete structural system is using straight heat preservation assembling Exterior wall 1a is overlapped, exterior wall corner is assembled using the heat preservation of L shape and overlaps exterior wall 1b, uses T shape at the T-section point of exterior wall and interior wall handover Heat preservation assembling overlapping exterior wall 1c, interior wall overlap interior wall 1d using straight assembling, and interior wall crisscross joint is using cross assembling overlapping Interior wall 1e；
The external overlapping preformed layer of straight heat preservation assembling overlapping exterior wall 1a is kept the temperature using tooth socket concrete straight panel 1-1a and tooth socket Straight panel 1-2a is integral prefabricated, and circular connector 1-5 is each passed through tooth socket heat preservation straight panel 1-2a and extend into tooth socket concrete straight panel In 1-1a；Inside overlapping preformed layer uses interior preformed layer concrete slab 1-3a, space bar frame 1-4a, space bar frame 1- Horizontal reinforcement 1-4-1 and wherein the vertical reinforcing bar 1-4-4 of a row is located inside interior preformed layer concrete slab 1-3a in the plate of 4a；Outside plate The horizontal reinforcement 1-4-2 and vertical reinforcing bar 1-4-4 of another row is located at outside interior preformed layer concrete slab 1-3a；And horizontal reinforcement in plate The orthogonal crossover node of 1-4-1 and vertical reinforcing bar 1-4-4 are orthogonal with the outer horizontal reinforcement 1-4-2's and vertical reinforcing bar 1-4-4 of plate Crossover node correspond, and connected one by one using lateral connection muscle 1-4-3；
Overlapping preformed layer keeps the temperature L using tooth socket concrete L shaped plate 1-1b, tooth socket outside L shape heat preservation assembling overlapping exterior wall 1b Shape plate 1-2b, tooth socket concrete L shaped plate 1-1b and tooth socket heat preservation L shaped plate 1-2b are integral prefabricated；L shape heat preservation assembling overlapping exterior wall 1b Inside overlapping preformed layer uses interior prefabricated layer concrete L shaped plate 1-3b and L shape space bar frame 1-4b；
Overlapping preformed layer is straight using tooth socket concrete straight panel 1-1a and tooth socket heat preservation outside T shape heat preservation assembling overlapping exterior wall 1c Plate 1-2a integral cast-in-situ；Overlapping preformed layer is using prefabricated layer concrete L shaped plate in two pieces inside T shape heat preservation assembling overlapping exterior wall 1c 1-3b is assembled into T-section point；
The two sides overlapping preformed layer of straight assembling overlapping interior wall 1d is all made of interior preformed layer concrete slab 1-3a and single vertical bar steel Muscle rack (1-4d) is assemblied to form；
Overlapping interior wall 1e is using prefabricated layer concrete L shaped plate 1-3b and 1 straight Steel Space of cross in 4 pieces for cross assembling Muscle rack (1-4e) is assemblied to form crisscross joint；
Straight heat preservation assembling overlapping exterior wall 1a, L shape heat preservation assembling overlapping exterior wall 1b, T shape heat preservation assembling overlapping exterior wall 1c, straight group When interior wall 1d is closed in folding, cross assembling overlapping interior wall 1e wall carries out lateral connection, using the dedicated connection steelframe 5 of node, section Multiple rows of connection ring 5-1 of the dedicated connection steelframe 5 of point is inserted by row in the lamination cavity poured behind both sides；Form wallboard lateral connection section Point 4a；
In straight heat preservation assembling overlapping exterior wall 1a, L shape heat preservation assembling overlapping exterior wall 1b, T shape heat preservation assembling overlapping exterior wall 1c, straight Assembling overlapping interior wall 1d, cross assembling overlapping interior wall 1e cavity in casting concrete, the top surface of casting concrete with it is interior pre- Preparative layer concrete slab 1-3a, interior prefabricated layer concrete L shaped plate 1-3b top surface flush；
Longitudinal both ends of concrete-steel laminated floor slab 2 are overlapped on outside straight heat preservation assembling overlapping respectively according to physical location Wall 1a, L shape heat preservation assembling overlapping exterior wall 1b, T shape heat preservation assembling overlapping exterior wall 1c, straight assembling overlapping interior wall 1d, cross assembling Overlap the interior preformed layer concrete slab 1-3a of interior wall 1e, the top of interior prefabricated layer concrete L shaped plate 1-3b；
In straight heat preservation assembling overlapping exterior wall 1a, L shape heat preservation assembling overlapping exterior wall 1b, T shape heat preservation assembling overlapping exterior wall 1c, straight The top casting concrete of assembling overlapping interior wall 1d, cross assembling overlapping interior wall 1e and concrete-steel laminated floor slab 2, pour The top surface of concrete and tooth socket concrete straight panel 1-1a, tooth socket concrete L shaped plate 1-1b, tooth socket heat preservation straight panel 1-2a, tooth socket are protected Warm L shaped plate 1-2b, interior preformed layer concrete slab 1-3a, interior prefabricated layer concrete L shaped plate 1-3b top surface flush；
Straight heat preservation assembling overlapping exterior wall 1a, L shape heat preservation assembling overlapping exterior wall 1b, T shape heat preservation assembling overlapping exterior wall 1c, straight group When interior wall 1d is closed in folding, cross assembling overlapping interior wall 1e carries out interlayer connection, using the dedicated connection steelframe 5 of node, node is special It is inserted into the lamination cavity poured behind adjacent lower and upper layer by row with multiple rows of connection ring 5-1 of connection steelframe 5；It is vertical to form wallboard Connecting node 4b；
Assembling overlapping exterior wall 1a, L shape heat preservation assembling overlapping exterior wall 1b, T shape heat preservation assembling overlapping exterior wall is directly kept the temperature in top layer After the completion of 1c, straight assembling overlapping interior wall 1d, cross assembling overlapping interior wall 1e are poured, concrete-steel is overlapped into insulation roof slab 3 longitudinal both ends are overlapped on straight heat preservation assembling overlapping exterior wall 1a, L shape heat preservation assembling overlapping exterior wall 1b, T according to physical location respectively The interior preformed layer concrete slab of shape heat preservation assembling overlapping exterior wall 1c, straight assembling overlapping interior wall 1d, cross assembling overlapping interior wall 1e The top of 1-3a, interior prefabricated layer concrete L shaped plate 1-3b；
In straight heat preservation assembling overlapping exterior wall 1a, L shape heat preservation assembling overlapping exterior wall 1b, T shape heat preservation assembling overlapping exterior wall 1c, straight The top of assembling overlapping interior wall 1d, cross assembling overlapping interior wall 1e and concrete-steel overlapping insulation roof slab 3 pours coagulation Soil, the top surface of casting concrete and tooth socket concrete straight panel 1-1a, tooth socket concrete L shaped plate 1-1b, tooth socket heat preservation straight panel 1-2a, Tooth socket heat preservation L shaped plate 1-2b, interior preformed layer concrete slab 1-3a, interior prefabricated layer concrete L shaped plate 1-3b top surface flush.
Further, the tooth socket concrete straight panel 1-1a and interior prefabricated layer concrete of the straight heat preservation assembling overlapping exterior wall 1a Plate 1-3a is located at the two sides of straight heat preservation assembling overlapping exterior wall 1a；Internal cogging concrete straight panel 1-1a and tooth socket keep the temperature straight panel 1-2a is integrally formed, and tooth socket heat preservation straight panel 1-2a is corresponding with interior preformed layer concrete slab 1-3a；Tooth socket keeps the temperature straight panel 1-2a It is equal with tooth socket concrete straight panel 1-1a height, interior preformed layer concrete slab 1-3a is lower than tooth socket heat preservation straight panel 1-2a 100 ~ 250mm；Circular connector 1-5 transverse and longitudinal is in a row, corresponds with lateral connection muscle 1-4-3 in addition to top row；The annular of top row is even Fitting 1-5 is located at middle line of the interior preformed layer concrete slab 1-2a than tooth socket heat preservation straight panel 1-3a the raised area；Circular connector 1-5 Outermost side end be inserted into inside straight space bar frame 1-4a, apart from interior preformed layer concrete slab 1-3a10 ~ 30mm；It is straight empty Between bar frame 1-4a outermost end apart from tooth socket keep the temperature the outermost 10 ~ 30mm of transverse plane of straight panel 1-2a；Every row's circular connector 1-5 It is placed in above identical row's lateral connection muscle 1-4-3, the circular connector 1-5 of bottom row, top row and each row in horizontal both ends are equal Binding is outside plate on the node of horizontal reinforcement 1-4-2, lateral connection muscle 1-4-3, vertical reinforcing bar 1-4-4；
The tooth socket concrete straight panel 1-1a one-piece casting is on tooth socket heat preservation straight panel 1-2a, tooth socket concrete straight panel 1-1a Concrete dovetail 1-1-3, concrete dovetail groove 1-1-4 and tooth socket heat preservation straight panel 1-2a insulation board dovetail groove 1-2-3, protect Warm plate dovetail 1-2-4 is mutually twisted；The rows of circular connector 1-5 of several transverse and longitudinals is set, and circular connector 1-5 is straight-flanked ring Shape；Plane where circular connector 1-5 is vertical, and long side is horizontal, and short side is vertical；The vertical setting of types of circular connector 1-5 and concrete swallow The centre of tail tenon 1-1-3 is corresponding, and one end of circular connector 1-5 extend into straight concrete plate body 1-1-1 mid-plane, annular The other end of connector 1-5 stretches out insulation board dovetail 1-2-4；The insulation board right-angled trapezium tenon 1-2- of tooth socket heat preservation straight panel 1-2a 5 one end adjacent with tooth socket concrete straight panel 1-1a, insulation board right-angled trapezium tenon 1-2-5 and insulation board isosceles trapezoid tenon 1-2-7 Flushed with the side of tooth socket concrete straight panel 1-1a；The insulation board right-angled trapezium tenon 1-2-5 of tooth socket heat preservation straight panel 1-2a is located at One end far from tooth socket concrete straight panel 1-1a, insulation board isosceles trapezoid slot 1-2-6 and insulation board right-angled trapezium slot 1-2-8 with The side of tooth socket concrete straight panel 1-1a flushes；The interior preformed layer concrete slab 1-3a generally Rectangular Concrete plate, it is straight empty Between bar frame 1-4a vertical evenly distributed plate in horizontal reinforcement 1-4-1 and the wherein equally distributed vertical steel of a row of horizontal Muscle 1-4-4 square crossing, the rack that the two is constituted are located at the mid-plane of interior preformed layer concrete slab 1-3a；Straight space steel mesh The outer horizontal reinforcement 1-4-2 and equally distributed vertical reinforcing bar 1-4-4 of another row of horizontal of the vertical evenly distributed plate of frame 1-4a hangs down Straight to intersect, the rack that the two is constituted is vertically positioned at the outside of interior preformed layer concrete slab 1-3a；Horizontal reinforcement 1-4-1 and perpendicular in plate The spacing of the rack that straight reinforcing bar 1-4-4 is constituted and the outer horizontal reinforcement 1-4-2 and vertical reinforcing bar 1-4-4 of the plate rack constituted is distinguished It is equal to each other, and crosspoint also corresponds, lateral connection muscle 1-4-3 is set in corresponding crosspoint；Horizontal reinforcement 1- in plate Interior preformed layer coagulation is stretched out at the both ends of the equal length of 4-1 and interior preformed layer concrete slab 1-3a, the outer horizontal reinforcement 1-4-2 of plate Native plate 1-3a；
The tooth socket concrete straight panel 1-1a is by straight concrete plate body 1-1-1, concrete dovetail 1-1-3, concrete swallow Stern notch 1-1-4 composition；Straight concrete plate body 1-1-1 generally rectangular slab, side is flat surface outside, and in inside, setting is perpendicular To uniform and the concrete dovetail 1-1-3 and concrete dovetail groove 1-1-4 that alternate, concrete dovetail 1-1-3's Level cross-sectionn is isosceles trapezoid, and end is wider than root；Concrete dovetail groove 1-1-4 is isosceles trapezoid, open-ended to compare root Groove is narrow；
The tooth socket heat preservation straight panel 1-2a is by directly keeping the temperature plate body 1-2-1, insulation board dovetail groove 1-2-3, insulation board dovetail 1-2-4, insulation board right-angled trapezium tenon 1-2-5, insulation board isosceles trapezoid slot 1-2-6, insulation board isosceles trapezoid tenon 1-2-7, heat preservation Plate right-angled trapezium slot 1-2-8 composition；Straight heat preservation plate body 1-2-1 generally rectangle, inside and outside directly heat preservation plate body 1-2-1 Insulation board dovetail groove 1-2-3, insulation board dovetail 1-2-4 vertical uniform and alternate, insulation board dovetail is respectively set The level cross-sectionn of tenon 1-2-4 is isosceles trapezoid, and end is wider than root；Insulation board dovetail groove 1-2-3 is isosceles trapezoid, and end is opened Mouth is narrower than root notches；Wherein the insulation board dovetail groove 1-2-3 of side is a pair of with the insulation board dovetail 1-2-4 mono- of the other side It answers；Insulation board right-angled trapezium tenon 1-2- is set gradually respectively from inside to outside in one of horizontal ends of directly heat preservation plate body 1-2-1 5, insulation board isosceles trapezoid slot 1-2-6, insulation board isosceles trapezoid tenon 1-2-7, insulation board right-angled trapezium slot 1-2-8, another water Successively insulation board right-angled trapezium tenon 1-2-5, insulation board isosceles trapezoid slot 1-2-6, insulation board isosceles are terraced respectively for flush end ecto-entad Shape tenon 1-2-7, insulation board right-angled trapezium slot 1-2-8；Insulation board right-angled trapezium tenon 1-2-5, insulation board isosceles trapezoid slot 1-2-6, Level cross-sectionn one rectangle of composition of insulation board isosceles trapezoid tenon 1-2-7, insulation board right-angled trapezium slot 1-2-8, the length of rectangle Distance of the degree for the top insulation board dovetail 1-2-4 from side insulation board dovetail groove 1-2-3 slot bottom to the other side, the width of rectangle Degree is distance of the insulation board right-angled trapezium root tenon 1-2-5 to end；Insulation board right-angled trapezium tenon 1-2-5 and insulation board right angle ladder Shape slot 1-2-8 is located at the both ends of short side, in a rectangular trapezoid；Insulation board isosceles trapezoid slot 1-2-6, insulation board isosceles trapezoid tenon 1-2- 7 are located at centre, are in isosceles trapezoid；Wherein the insulation board right-angled trapezium tenon 1-2-5, insulation board isosceles trapezoid slot 1-2-6 of side, guarantor Warm plate isosceles trapezoid tenon 1-2-7, insulation board right-angled trapezium slot 1-2-8 and the insulation board right-angled trapezium slot of other side 1-2-8, it protects It is right one by one that warm plate isosceles trapezoid tenon 1-2-7, insulation board isosceles trapezoid slot 1-2-6, insulation board right-angled trapezium tenon 1-2-5 distinguish It answers；
The interior preformed layer concrete slab 1-3a is by prefabricated straight concrete plate body 1-3-1, medial plane 1-3-3, internal layer fiber crops Face 1-3-4, it concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7, mixes Solidifying soil right-angled trapezium slot 1-3-8 composition；The inner surface of prefabricated straight concrete plate body 1-3-1 is internal layer pitted skin 1-3-4, outside table Face is medial plane 1-3-3；It is set gradually respectively from inside to outside in one of horizontal ends of prefabricated straight concrete plate body 1-3-1 Concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7, concrete right angle Dovetail groove 1-3-8, another horizontal ends ecto-entad distinguish successively concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid Slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7, concrete right-angled trapezium slot 1-3-8；Concrete right-angled trapezium tenon 1-3-5, it mixes The level cross-sectionn structure of solidifying soil isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7, concrete right-angled trapezium slot 1-3-8 At a rectangle, the length of rectangle is the thickness of prefabricated straight concrete plate body 1-3-1, and the width of rectangle is concrete right-angled trapezium Distance of the root tenon 1-3-5 to end；Concrete right-angled trapezium tenon 1-3-5 and concrete right-angled trapezium slot 1-3-8 are located at short side Both ends, it is in a rectangular trapezoid；Concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7 are located at centre, are in isosceles It is trapezoidal；The wherein concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1- of one end Concrete right-angled trapezium slot 1-3-8, the concrete isosceles trapezoid tenon 1- of 3-7, concrete right-angled trapezium slot 1-3-8 and the other end 3-7, concrete isosceles trapezoid slot 1-3-6, concrete right-angled trapezium tenon 1-3-5 are corresponded respectively；
The straight space bar frame 1-4a is by horizontal reinforcement 1-4-2, lateral connection outside horizontal reinforcement 1-4-1 in plate, plate Muscle 1-4-3, vertical reinforcing bar 1-4-4 composition；Two rows of equally distributed vertical reinforcing bar 1-4-4 are corresponded, and height is equal；? Horizontal reinforcement 1-4-1 in equally distributed plate, the two square crossing wherein are set outside the vertical reinforcing bar 1-4-4 of side；Another The outer horizontal reinforcement 1-4-2 of equally distributed plate, the two square crossing are set outside the vertical reinforcing bar 1-4-4 of side；It is horizontal in plate The crosspoint one in the crosspoint of reinforcing bar 1-4-1 and vertical reinforcing bar 1-4-4 and plate outer horizontal reinforcement 1-4-2 and vertical reinforcing bar 1-4-4 One is corresponding, and lateral connection muscle 1-4-3 is arranged between corresponding crosspoint, and be attached respectively in intersection.
Further, the difference of L shape heat preservation assembling overlapping exterior wall 1b and straight heat preservation assembling overlapping exterior wall 1a be by Tooth socket concrete L shaped plate 1-1b, tooth socket keep the temperature L shaped plate 1-2b, interior prefabricated layer concrete L shaped plate 1-3b and L shape space steel mesh Frame 1-4b replaces tooth socket concrete straight panel 1-1a, tooth socket heat preservation straight panel 1-2a, interior preformed layer concrete slab 1-3a and space respectively Bar frame 1-4a；
Tooth socket concrete L shaped plate 1-1b, tooth socket heat preservation L shaped plate 1-2b, interior prefabricated layer concrete L shaped plate 1-3b are L shape, Global shape is 90 ° of bendings, and two right-angle sides are equal；
Tooth socket concrete L shaped plate 1-1b one-piece casting is on tooth socket heat preservation L shaped plate 1-2b, tooth socket concrete L shaped plate 1-1b Concrete dovetail 1-1-3, concrete dovetail groove 1-1-4 and tooth socket heat preservation L shaped plate 1-2b insulation board dovetail groove 1-2-3, Insulation board dovetail 1-2-4 is mutually twisted；Insulation combination overlap be respectively set on two right-angle sides of prefabricated angular plate 1 it is several Transverse and longitudinal rows of circular connector 1-5, circular connector 1-5 are rectangular ring；Plane where circular connector 1-5 is vertical, long Side is horizontal, and short side is vertical；The vertical setting of types of circular connector 1-5 and the centre of concrete dovetail 1-1-3 are corresponding, circular connector The mid-plane of right-angle side, the other end of circular connector 1-5 are stretched where one end of 1-5 extend into L shape concrete plate body 1-1-2 Insulation board dovetail 1-2-4 out；Tooth socket keeps the temperature the insulation board right-angled trapezium tenon 1-2-5 and tooth socket concrete L shaped plate of L shaped plate 1-2b 1-1b adjacent one end, insulation board right-angled trapezium tenon 1-2-5 and insulation board isosceles trapezoid tenon 1-2-7 with tooth socket concrete L shape The side of plate 1-1b flushes；The insulation board right-angled trapezium tenon 1-2-5 of tooth socket heat preservation L shaped plate 1-2b is located remotely from tooth socket concrete L One end of shape plate 1-1b, insulation board isosceles trapezoid slot 1-2-6 and insulation board right-angled trapezium slot 1-2-8 with tooth socket concrete L shape The side of plate 1-1b flushes；
Horizontal reinforcement 1-4-1 and wherein one draining are average in the vertical evenly distributed plate of L shape space bar frame 1-4b The vertical reinforcing bar 1-4-4 square crossing of even distribution, the rack that the two is constituted are located at the centre of interior prefabricated layer concrete L shaped plate 1-3b Plane, horizontal reinforcement 1-4-2 is uniformly distributed with another row of horizontal in the vertical evenly distributed plate of L shape space bar frame 1-4b Vertical reinforcing bar 1-4-4 square crossing, the rack that the two is constituted is vertically positioned at the outside of interior prefabricated layer concrete L shaped plate 1-3b； Horizontal reinforcement 1-4-2 and vertical reinforcing bar 1-4-4 in the rack and plate that horizontal reinforcement 1-4-1 and vertical reinforcing bar 1-4-4 is constituted in plate The spacing of the rack of composition is equal to each other respectively, and crosspoint also corresponds, and lateral connection is arranged in corresponding crosspoint Muscle 1-4-3；The equal length of horizontal reinforcement 1-4-1 and interior prefabricated layer concrete L shaped plate 1-3b in plate, horizontal reinforcement 1-4- in plate Interior prefabricated layer concrete L shaped plate 1-3b is stretched out at 2 both ends；
The tooth socket concrete L shaped plate 1-1b includes L shape concrete plate body 1-1-2, concrete dovetail 1-1-3, coagulation Native dovetail groove 1-1-4；L shape concrete plate body 1-1-2 generally square is flat surface in wall outer surface side, in lamination The concrete dovetail 1-1-3 and concrete dovetail groove 1-1-4 that inner surface is arranged vertically uniform and alternates, concrete The level cross-sectionn of dovetail 1-1-3 is isosceles trapezoid, and end is wider than root；Concrete dovetail groove 1-1-4 is isosceles trapezoid, end Portion's aperture efficiency root notches are narrow；
The tooth socket heat preservation L shaped plate 1-2b includes L shape heat preservation plate body 1-2-2, insulation board dovetail groove 1-2-3, insulation board swallow Tail tenon 1-2-4, insulation board right-angled trapezium tenon 1-2-5, insulation board isosceles trapezoid slot 1-2-6, insulation board isosceles trapezoid tenon 1-2-7, Insulation board right-angled trapezium slot 1-2-8；L shape keeps the temperature plate body 1-2-2 generally square, two inside and outside L shape heat preservation plate body 1-2-2 Insulation board dovetail groove 1-2-3, insulation board dovetail 1-2-4 vertical uniform and alternate, insulation board is respectively set in side The level cross-sectionn of dovetail 1-2-4 is isosceles trapezoid, and end is wider than root；Insulation board dovetail groove 1-2-3 is isosceles trapezoid, end Portion's aperture efficiency root notches are narrow；Wherein insulation board dovetail 1-2-4 mono- of the insulation board dovetail groove 1-2-3 of side with the other side One is corresponding；Insulation board right-angled trapezium tenon is set gradually respectively from inside to outside in one of horizontal ends of L shape heat preservation plate body 1-2-2 1-2-5, insulation board isosceles trapezoid slot 1-2-6, insulation board isosceles trapezoid tenon 1-2-7, insulation board right-angled trapezium slot 1-2-8, it is another A horizontal ends ecto-entad distinguishes successively insulation board right-angled trapezium tenon 1-2-5, insulation board isosceles trapezoid slot 1-2-6, insulation board etc. The trapezoidal tenon 1-2-7 of waist, insulation board right-angled trapezium slot 1-2-8；Insulation board right-angled trapezium tenon 1-2-5, insulation board isosceles trapezoid slot 1- Level cross-sectionn one rectangle of composition of 2-6, insulation board isosceles trapezoid tenon 1-2-7, insulation board right-angled trapezium slot 1-2-8, rectangle Length be the top insulation board dovetail 1-2-4 from side insulation board dovetail groove 1-2-3 slot bottom to the other side distance, rectangle Width be the insulation board right-angled trapezium root tenon 1-2-5 to end distance；Insulation board right-angled trapezium tenon 1-2-5 and insulation board are straight Angle dovetail groove 1-2-8 is located at the both ends of short side, in a rectangular trapezoid；Insulation board isosceles trapezoid slot 1-2-6, insulation board isosceles trapezoid tenon 1-2-7 is located at centre, is in isosceles trapezoid；The wherein insulation board right-angled trapezium tenon 1-2-5, insulation board isosceles trapezoid slot 1-2- of side 6, the insulation board right-angled trapezium slot 1-2-8 of insulation board isosceles trapezoid tenon 1-2-7, insulation board right-angled trapezium slot 1-2-8 and the other side, It is right one by one that insulation board isosceles trapezoid tenon 1-2-7, insulation board isosceles trapezoid slot 1-2-6, insulation board right-angled trapezium tenon 1-2-5 distinguish It answers；
The interior prefabricated layer concrete L shaped plate 1-3b includes interior prefabricated layer concrete L shaped plate 1-3b-1, medial plane 1-3- 3, internal layer pitted skin 1-3-4, concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7, concrete right-angled trapezium slot 1-3-8；Interior prefabricated layer concrete L shaped plate 1-3b generally square；Interior preformed layer coagulation The inner surface of the wall lamination of native L shaped plate 1-3b-1 is internal layer pitted skin 1-3-4, and wall outer side surface is medial plane 1-3-3； One of horizontal ends of prefabricated layer concrete L shaped plate 1-3b-1 set gradually concrete right-angled trapezium respectively from inside to outside inside Tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7, concrete right-angled trapezium slot 1-3-8, separately One horizontal ends ecto-entad distinguishes successively concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, concrete Isosceles trapezoid tenon 1-3-7, concrete right-angled trapezium slot 1-3-8；Concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot Level cross-sectionn one rectangle of composition of 1-3-6, concrete isosceles trapezoid tenon 1-3-7, concrete right-angled trapezium slot 1-3-8, square The length of shape is the thickness of interior prefabricated layer concrete L shaped plate 1-3b-1, and the width of rectangle is concrete right-angled trapezium tenon 1-3-5 root Distance of the portion to end；Concrete right-angled trapezium tenon 1-3-5 and concrete right-angled trapezium slot 1-3-8 is located at the both ends of short side, is in Right-angled trapezium；Concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7 are located at centre, are in isosceles trapezoid；Wherein Concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, the concrete isosceles trapezoid tenon 1-3-7, coagulation of one end The concrete right-angled trapezium slot 1-3-8 of native right-angled trapezium slot 1-3-8 and the other end, concrete isosceles trapezoid tenon 1-3-7, concrete Isosceles trapezoid slot 1-3-6, concrete right-angled trapezium tenon 1-3-5 are corresponded respectively；
L shape space bar frame 1-4b includes the outer horizontal reinforcement 1-4-2 of horizontal reinforcement 1-4-1, plate, lateral connection muscle in plate 1-4-3, vertical reinforcing bar 1-4-4；Generally L shape, the two rows of equally distributed vertical reinforcing bar 1-4-4 in every side are corresponded, and high It spends equal；It is vertical that horizontal reinforcement 1-4-1, the two in equally distributed plate are set outside the vertical reinforcing bar 1-4-4 of wherein side Intersect；Horizontal reinforcement 1-4-2 outside equally distributed plate, the two square crossing are set outside the vertical reinforcing bar 1-4-4 of the other side； The crosspoint of horizontal reinforcement 1-4-1 and vertical reinforcing bar 1-4-4 is with the outer horizontal reinforcement 1-4-2's and vertical reinforcing bar 1-4-4 of plate in plate Crosspoint corresponds, and lateral connection muscle 1-4-3 is arranged between corresponding crosspoint, and connected respectively in intersection It connects.
Further, the difference of the T shape heat preservation assembling overlapping exterior wall 1c and straight heat preservation assembling overlapping exterior wall 1a are to adopt Preformed layer concrete slab 1-3a in one piece is replaced with prefabricated layer concrete L shaped plate 1-3b in two pieces, and uses the straight space reinforcing bar of T shape Rack 1-4c replaces space bar frame 1-4a；
The tooth socket side insulation board 1-2a and the straight side space bar frame 1-4c of T shape are opposite vertically；Tooth socket concrete straight panel 1-1a and interior prefabricated layer concrete L shaped plate 1-3b are located at outermost；Internal cogging concrete straight panel 1-1a and tooth socket are protected Warm plate 1-2a is integrally formed, and tooth socket insulation board 1-2a is corresponding with interior prefabricated layer concrete L shaped plate 1-3b；Circular connector 1- 5 transverse and longitudinals are in a row, and the circular connector 1-5 and lateral connection muscle 1-4-3 of both ends vertical setting of types are corresponded；Circular connector 1-5's Outermost side end is inserted into inside the straight space bar frame 1-4c of T shape, apart from interior prefabricated layer concrete L shaped plate 1-3b 10 ~ 30mm；The outermost end of the straight space bar frame 1-4c of T shape is apart from the outermost 10 ~ 30mm of transverse plane of tooth socket insulation board 1-2a；Both ends are perpendicular The bottom of the circular connector 1-5 of row is flushed with lateral connection muscle 1-4-3, the ring of bottom row, top row and each row in horizontal both ends Shape connector 1-5 is bound outside plate on the node of horizontal reinforcement 1-4-2, lateral connection muscle 1-4-3, vertical reinforcing bar 1-4-4；
Interior prefabricated layer concrete L shaped plate 1-3b generally L shape concrete slab, prefabricated layer concrete L shaped plate 1-3b in two pieces Short side it is opposite, the alignment of two short sides, two long side alinements, in two pieces between prefabricated layer concrete L shaped plate 1-3b between Away from the thickness for interior wall；Horizontal reinforcement 1-4-1 in the vertical evenly distributed plate of the straight space bar frame 1-4c of T shape, wherein one End extend into the long side of prefabricated layer concrete L shaped plate 1-3b in one piece, and the other end extend into preformed layer coagulation in another piece The long side of native L shaped plate 1-3b；The vertical vertical reinforcing bar 1-4-4 of one row is set in prefabricated layer concrete L shaped plate 1-3b in two； Horizontal reinforcement 1-4-1 and vertical reinforcing bar 1-4-4 square crossing in plate, the rack that the two is constituted are located at prefabricated layer concrete in two pieces The mid-plane of L shaped plate 1-3b；The outer horizontal reinforcement 1-4-2 of the vertical evenly distributed plate of the straight space bar frame 1-4c of T shape with Another vertical reinforcing bar 1-4-4 square crossing of row, the rack that the two is constituted are located at the outer of prefabricated layer concrete L shaped plate 1-3b in two pieces Portion；The outer horizontal reinforcement 1-4-2 and vertical reinforcing bar 1- of the rack and plate that horizontal reinforcement 1-4-1 and vertical reinforcing bar 1-4-4 is constituted in plate The spacing for the rack that 4-4 is constituted is equal to each other respectively, and crosspoint also corresponds, and in corresponding crosspoint, setting laterally connects Meet muscle 1-4-3；The two vertical setting of types lateral connection muscle 1-4-3 of centre of the straight space bar frame 1-4c of T shape and interior prefabricated layer concrete L shape Long side and the vertical reinforcing bar 1-4-4 of short side intersection are all connected in plate 1-3b, and extend into interior prefabricated layer concrete L shaped plate 1-3b Short side；
The straight space bar frame 1-4c of T shape connects by horizontal reinforcement 1-4-2 outside horizontal reinforcement 1-4-1 in plate, plate, laterally Connect muscle 1-4-3, vertical reinforcing bar 1-4-4 composition；Two rows of vertical reinforcing bar 1-4-4 are corresponded, and height is equal；Every vertical steel of row The quantity of muscle 1-4-4 is even number；Horizontal steel in vertical equally distributed plate is set outside the vertical reinforcing bar 1-4-4 of wherein side Muscle 1-4-1, the two square crossing；Horizontal steel outside vertical equally distributed plate is set outside the vertical reinforcing bar 1-4-4 of the other side Muscle 1-4-2, the two square crossing；The crosspoint of horizontal reinforcement 1-4-1 and vertical reinforcing bar 1-4-4 and the outer horizontal reinforcement 1- of plate in plate The crosspoint of 4-2 and vertical reinforcing bar 1-4-4 corresponds, and lateral connection reinforcing bar 1-4-3 is arranged between corresponding crosspoint, And it is attached respectively in intersection；The side horizontal reinforcement 1-4-1 in plate the lateral connection reinforcing bar 1-4-3 of intermediate two vertical setting of types It is protruding, and extension elongation is equal；
The interior prefabricated layer concrete L shaped plate 1-3b is by L shape concrete plate body 1-3-2, medial plane 1-3-3, internal layer fiber crops Face 1-3-4, it concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7, mixes Solidifying soil right-angled trapezium slot 1-3-8 composition；L shape concrete plate body 1-3-2 generally L shape, L-shaped interior right angle side are L shape coagulation The outside of native plate body 1-3-2 entirety, L-shaped outer right angle side are the inside of L shape concrete plate body 1-3-2 entirety, L shape concrete The inner surface of plate body 1-3-2 entirety is that the outer surface of internal layer pitted skin 1-3-4, L shape concrete plate body 1-3-2 entirety is outside Plane 1-3-3；Concrete right angle is set gradually respectively from inside to outside in one of horizontal ends of L shape concrete plate body 1-3-2 Trapezoidal tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7, concrete right-angled trapezium slot 1-3- 8, another horizontal ends ecto-entad successively concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, mixed respectively Solidifying soil isosceles trapezoid tenon 1-3-7, concrete right-angled trapezium slot 1-3-8；Concrete right-angled trapezium tenon 1-3-5, concrete isosceles ladder Level cross-sectionn one square of composition of shape slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7, concrete right-angled trapezium slot 1-3-8 Shape, the length of rectangle are the thickness of L shape concrete plate body 1-3-2, and the width of rectangle is the root concrete right-angled trapezium tenon 1-3-5 To the distance of end；Concrete right-angled trapezium tenon 1-3-5 and concrete right-angled trapezium slot 1-3-8 is located at the both ends of short side, in straight Angle is trapezoidal；Concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7 are located at centre, are in isosceles trapezoid；Wherein one Concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, the concrete isosceles trapezoid tenon 1-3-7, concrete at end The concrete right-angled trapezium slot 1-3-8 of right-angled trapezium slot 1-3-8 and the other end, concrete isosceles trapezoid tenon 1-3-7, concrete Isosceles trapezoid slot 1-3-6, concrete right-angled trapezium tenon 1-3-5 are corresponded respectively.
Further, the interior preformed layer concrete slab 1-3a generally rectangular slab of the straight assembling overlapping interior wall 1d；It is interior pre- The inner surface of preparative layer concrete slab 1-3a is internal layer pitted skin 1-3-4, and outer surface is medial plane 1-3-3；In interior preformed layer One of horizontal ends of concrete slab 1-3a set gradually concrete right-angled trapezium tenon 1-3-5, concrete respectively from inside to outside Isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7, concrete right-angled trapezium slot 1-3-8, another horizontal ends is by outer Inwardly distinguish successively concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3- 7, concrete right-angled trapezium slot 1-3-8；Concrete right-angled trapezium tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, concrete etc. Level cross-sectionn one rectangle of composition of the trapezoidal tenon 1-3-7 of waist, concrete right-angled trapezium slot 1-3-8, the length of rectangle is interior pre- The thickness of preparative layer concrete slab 1-3a, the width of rectangle are distance of the concrete right-angled trapezium root tenon 1-3-5 to end；Coagulation Native right-angled trapezium tenon 1-3-5 and concrete right-angled trapezium slot 1-3-8 is located at the both ends of short side, in a rectangular trapezoid；Concrete isosceles Dovetail groove 1-3-6, concrete isosceles trapezoid tenon 1-3-7 are located at centre, are in isosceles trapezoid；The wherein concrete right-angled trapezium of one end Tenon 1-3-5, concrete isosceles trapezoid slot 1-3-6, concrete isosceles trapezoid tenon 1-3-7, concrete right-angled trapezium slot 1-3-8 and another The concrete right-angled trapezium slot 1-3-8 of one end, it concrete isosceles trapezoid tenon 1-3-7, concrete isosceles trapezoid slot 1-3-6, mixes Solidifying soil right-angled trapezium tenon 1-3-5 is corresponded respectively；
Horizontal reinforcement 1-4-1 is uniformly distributed vertically in interior preformed layer coagulation in several plates of single vertical bar bar frame 1-4d In native plate 1-3a, several vertical reinforcing bar 1-4-4 horizontal homogeneous are distributed in interior preformed layer concrete slab 1-3a；It is horizontal in plate Reinforcing bar 1-4-1 and vertical reinforcing bar 1-4-4 intersects place, and horizontal lateral connection muscle 1-4-3 is arranged.
Further, the interior prefabricated layer concrete L shaped plate 1-3b generally L shape of the cross assembling overlapping interior wall 1e is mixed Concrete board, prefabricated layer concrete L shaped plate 1-3b is grouped two-by-two in four pieces, wherein prefabricated layer concrete L shaped plate in first group two pieces The short side of 1-3b is opposite, two short side alignment, two long side alinements, in two pieces between prefabricated layer concrete L shaped plate 1-3b Spacing be interior wall thickness；Preformed layer is mixed in prefabricated layer concrete L shaped plate 1-3b and the two of second group piece in first group two pieces Solidifying soil L shaped plate 1-3b is opposite in the side of not short side, prefabricated layer concrete L shaped plate 1-3b and second group in first group two pieces Spacing in two pieces between prefabricated layer concrete L shaped plate 1-3b is the thickness of interior wall；Prefabricated layer concrete L shaped plate in two groups two pieces 1-3b is symmetrical two-by-two, and the cavity that centre is formed is cross, prefabricated layer concrete L shaped plate 1-3b in four outside cross Form whole cross plate；Two short sides of cross plate are symmetrical along central axes, and two long edge central axes are symmetrical, and long side is short 4 ~ 10 times of side, the length of short side are 100 ~ 200mm；
The both ends horizontal reinforcement 1-4-1 difference in the vertical equally distributed plate of the two rows of the straight space bar frame 1-4e of cross Protrude into the long side of L shape concrete plate body 1-3-2；The interlude of horizontal reinforcement 1-4-1 is exposed in intermediate cavity in plate, cross It is mixed to be respectively protruding into L shape for the both ends horizontal reinforcement 1-4-5 in the vertical equally distributed short slab of the two rows of the straight space bar frame 1-4e of shape The short side of concrete board body 1-3-2；The interlude of horizontal reinforcement 1-4-5 is exposed in intermediate cavity in short slab；Horizontal steel in plate Horizontal reinforcement 1-4-5 intersects the water in the corner of L shape concrete plate body 1-3-2, the plate of identical layer in muscle 1-4-1, short slab Four vertex that the crosspoint of horizontal reinforcement 1-4-5 is square in flat reinforcing bar 1-4-1, short slab, at four of the square The vertical reinforcing bar 1-4-4 that interior angle setting is erect；Horizontal reinforcement 1-4-1 in plate in two rows of short slabs on the outside of horizontal reinforcement 1-4-5 1 ~ 5 row is respectively respectively set and is uniformly distributed lateral connection reinforcing bar 1-4-3 vertically, horizontal reinforcement 1-4-1 and lateral connection reinforcing bar in plate Vertical reinforcing bar 1-4-4 is arranged in the interior angle of 1-4-3；The outside of the lateral connection reinforcing bar 1-4-3 of two rows of outermost ends, interior preformed layer coagulation The length that the long side of the L shape concrete plate body 1-3-2 of native L shaped plate 1-3b stretches out lateral connection reinforcing bar 1-4-3 is 100 ~ 200mm；
The straight space bar frame 1-4e of cross by horizontal reinforcement 1-4-5 in horizontal reinforcement 1-4-1 in plate, short slab, Lateral connection reinforcing bar 1-4-3, vertical reinforcing bar 1-4-4, horizontal reinforcement 1-4-5 composition in short slab；Two rows of vertical equally distributed plates Interior horizontal reinforcement 1-4-1 and horizontal reinforcement 1-4-5 in two rows of vertical equally distributed short slabs are interlaced, and centre forms rectangular envelope Closed loop, vertical projection generally cross；In two rows of vertical equally distributed short slabs in the plate in the outside of horizontal reinforcement 1-4-5 Horizontal reinforcement 1-4-1 is successively connected by the lateral connection reinforcing bar 1-4-3 parallel with horizontal reinforcement 1-4-5 in short slab respectively；Two It arranges vertical reinforcing bar 1-4-4 to correspond, and height is equal；The quantity of every vertical reinforcing bar 1-4-4 of row is even number；Vertical reinforcing bar 1- 4-4 is located at horizontal reinforcement 1- in the interior angle and plate that horizontal reinforcement 1-4-5 intersects in horizontal reinforcement 1-4-1 and short slab in plate The interior angle that 4-1 and lateral connection reinforcing bar 1-4-3 intersects.
Further, longitudinal both ends of the precast concrete bottom 2-1 of the concrete-steel laminated floor slab 2 overlap respectively At the top of lower part bar shaped concrete component 2-12, the lap of splice is 5 ~ 20mm；Steel in the preformed layer board bottom transverse plate longitudinally docked Muscle 2-6 is located at the top lower part bar shaped concrete component 2-12, and reinforcing bar 2-6 mutually takes one by one in opposite preformed layer board bottom transverse plate It connects；Precast concrete bottom 2-1 laterally closes up one by one to be close to, the laterally-graded connector 2-3 of two sides side by side, wherein prefabricated laminate The overhanging connection reinforcing bar 2-7 of bottom horizontal overhanging side is not overhanging with the sideways, outwardly extending connection reinforcing bar 2-7 of preformed layer board bottom respectively Side is closed up, and the sideways, outwardly extending connection reinforcing bar 2-7 of overhanging preformed layer board bottom is placed in the overhanging connection steel of contiguous prefabricated laminate bottom horizontal On muscle 2-7 not overhanging laterally-graded connector 2-3, and the sideways, outwardly extending connection reinforcing bar 2-7 of preformed layer board bottom is across adjacent two Root preformed layer board bottom longitudinal reinforcement 2-5；Before cast-in-place overlapping layers 2-2 is poured, cast-in-place laminate top longitudinal reinforcement 2-10, in-situ layer are set up Plate top longitudinal reinforcement 2-10 is uniformly distributed, and the cast-in-place laminate top longitudinal reinforcement 2-10 longitudinally docked is mutually overlapped；Set up in-situ layer Plate top transverse steel 2-11, cast-in-place laminate top transverse steel 2-11 are evenly distributed on laterally adjacent cast-in-place laminate top longitudinal reinforcement The top of 2-10, transverse steel 2-11 are mutually overlapped；The cast-in-place overlapping layers 2-2 of after-pouring is completed in assembly；
Precast concrete bottom 2-1 generally rectangle；The transverse ends of precast concrete bottom 2-1 are respectively provided with laterally-graded Connector 2-3 and angle 2-4, angle 2-4 are located at the outside of the outermost steel bar girder 2-8 in both ends, are precast concrete bottom The inclined-plane of the top surface of 2-1 obliquely, the bottom of angle 2-4 are connect with laterally-graded connector 2-3, laterally-graded connector 2-3 Level is to transverse ends face；Lowest level inside precast concrete bottom 2-1 is that uniformly alternatively distributed preformed layer board bottom is horizontal The sideways, outwardly extending connection reinforcing bar 2-7 of reinforcing bar 2-6, preformed layer board bottom into plate, in lateral wherein one end preformed layer board bottom transverse plate The sideways, outwardly extending connection reinforcing bar 2-7 of reinforcing bar 2-6, preformed layer board bottom does not stretch out precast concrete bottom 2-1；In other end preformed layer After the sideways, outwardly extending connection reinforcing bar 2-7 of board bottom crosses outermost placing of reinforcement truss 2-8, bend obliquely, then horizontal buckling, in angle It is stretched out at the intermediate altitude of 2-4, and protrudes horizontally up precast concrete bottom 2-1 always, the length of stretching is laterally-graded connection The width of mouth 2-3；And placed to same vertical direction, until reinforcing bar 2- in 2 to one/3rd times of preformed layer board bottom transverse plate It is returned when the spacing of the 6 and sideways, outwardly extending connection reinforcing bar 2-7 of preformed layer board bottom to laterally-graded connector 2-3 inner bending, until laterally The boundary line of ladder connector 2-3 and angle 2-4；Reinforcing bar 2-6 and preformed layer board bottom be lateral out in preformed layer board bottom transverse plate The top for stretching connection reinforcing bar 2-7, is arranged equally distributed preformed layer board bottom longitudinal reinforcement 2-5, preformed layer board bottom longitudinal reinforcement 2-5 The long side both ends of precast concrete bottom 2-1 are stretched out at both ends；The top of precast concrete bottom 2-1 is cast-in-place overlapping layers 2-2, Top layer is equally distributed cast-in-place laminate top transverse steel 2-11, cast-in-place laminate top transverse steel 2- in cast-in-place overlapping layers 2-2 11 lower parts are intersection normal thereto and equally distributed cast-in-place laminate top longitudinal reinforcement 2-10；In precast concrete bottom 2-1 Steel bar girder 2-8 is set, and the bottom of steel bar girder 2-8 is two preformed layer board bottom longitudinal reinforcement 2-5, and top is an in-situ layer The floor projection of plate top longitudinal reinforcement 2-10, cast-in-place laminate top longitudinal reinforcement 2-10 are located at two preformed layer board bottom longitudinal reinforcement 2- 5 centre；Cast-in-place laminate top longitudinal reinforcement 2-10 is connected with the preformed layer board bottom longitudinal reinforcement 2-5 of two sides respectively using diagonal reinforcement It connects；Next the half of steel bar girder 2-8 is located in precast concrete bottom 2-1, and upper half is located in cast-in-place overlapping layers 2-2；Pre- 4 pre-buried lifting reinforcing bar 2-9 are buried in concrete base 2-1 processed；
The lower part bar shaped concrete component 2-12 is three classes different component, and the first kind is at the top of building foundation；Second class For at the top of shear wall；Third class is at the top of composite beam；
The sideways, outwardly extending bottom connection reinforcing bar 2-7 of preformed layer board bottom is one section of embedded section reinforcing bar 2-7-1, wherein One end, 30 ° obliquely ~ 60 ° bendings, formation upwarp a section reinforcing bar 2-7-2, and bending extends horizontally outward again, forms overhanging section of steel Muscle 2-7-3, overhanging section reinforcing bar 2-7-3 points are three parts, flat segments the lengths of rebar 2-7-3-1, Zhi Houshi protruded horizontally up outward Longitudinal bending segment lengths of rebar 2-7-3-2 of the 90 ° of bendings in side thereto, last one end are again to the back bending Duan Gang for returning 90 ° of bendings Muscle section 2-7-3-3, back bending section lengths of rebar 2-7-3-3 are extended to always at 30 ~ 50mm outside overhanging section of reinforcing bar 2-7-3 starting point.
Further, two pieces of overlapping concrete bidirectional stress of the concrete-steel overlapping insulation roof slab 3 keep the temperature room Two long sides of face Alveolus type prefabricated underlay are closed up, in the phase of overlapping concrete bidirectional stress heat insulation house surface Alveolus type prefabricated underlay The two sides in neighbouring region are lateral connection mouth 3-2, and longitudinal equally distributed bottom lateral connection is arranged at lateral connection mouth 3-2 Reinforced steel bar ring 3-11, bottom lateral connection reinforced steel bar ring 3-11 are straight-flanked ring, and bottom lateral connection reinforced steel bar ring 3-11 is horizontal positioned, and long Side is lateral, and short side is longitudinal；The both ends of bottom lateral connection reinforced steel bar ring 3-11 extend to lateral connection mouth 3-2 and overlapping concrete tooth socket Concrete tooth 3-1-2 at the top of formula prefabricated underlay 3-1 adjacent region；In two pieces of overlapping concrete bidirectional stress heat insulation house surface teeth Bottom bidirectional stress in-situ layer 3-10 is poured at the adjacent lateral connection mouth 3-2 of slot type prefabricated underlay, bottom bidirectional stress is cast-in-place The top surface of layer 3-10 is flushed with the top surface of the concrete tooth 3-1-2 at the top of overlapping concrete Alveolus type prefabricated underlay 3-1；In bottom Postposition insulation board 3-12, the overlapping concrete bidirectional of postposition insulation board 3-12 and two sides is arranged in the bidirectional stress top in-situ layer 3-10 The two-sided tooth socket insulation board 3-3 of stress heat insulation house surface Alveolus type prefabricated underlay is connected；It is arranged between steel bar girder 3-4 laterally equal In-situ layer the longitudinal reinforcement 3-7, in-situ layer longitudinal reinforcement 3-7 of even distribution indulge muscle 3-4-2 with the top of steel bar girder 3-4 and flush； At the top of in-situ layer longitudinal reinforcement 3-7 and steel bar girder 3-4, equally distributed in-situ layer transverse steel 3-8 along longitudinal direction is set, Wherein half is to total amount of in-situ layer transverse steel 3-8 across two pieces of overlapping concrete bidirectional stress heat insulation house surface Alveolus types The lateral connection mouth 3-2 of prefabricated underlay；It is poured at the top of overlapping concrete bidirectional stress heat insulation house surface Alveolus type prefabricated underlay Cast-in-place overlapping layers 3-9；
The bottom that concrete-steel overlaps insulation roof slab 3 is overlapping concrete Alveolus type prefabricated underlay 3-1, and top is Two-sided tooth socket insulation board 3-3 overlaps concrete tooth 3-1-2, occlusal crib 3-1-3 at the top of concrete Alveolus type prefabricated underlay 3-1 Agree with one by one respectively with the base channel 3-3-5 and bottom tooth 3-3-4 of the two-sided lower part tooth socket insulation board 3-3；Two-sided tooth socket heat preservation Plate 3-3 both lateral sides extend to the outermost concrete tooth 3-1-2 of overlapping concrete Alveolus type prefabricated underlay 3-1, and overlap The end connection top recess 3-1-4 of concrete Alveolus type prefabricated underlay 3-1 outermost end is not provided with two-sided tooth socket insulation board 3-3, Overlapping the notch that the concrete Alveolus type both ends prefabricated underlay 3-1 are formed is lateral connection mouth 3-2；The two-sided top tooth socket insulation board 3-3 Top tooth 3-3-2, the top slot 3-3-3 in portion are alternateed, and the width of top tooth 3-3-2 is the 1.5 ~ 2 of top slot 3-3-3 width Times, the rear curved U-shaped muscle 3-4-3 of multiple rows of equally distributed steel bar girder 3-4 in longitudinal direction is respectively at the top of two-sided tooth socket insulation board 3-3 Top slot 3-3-3 passes vertically through two-sided tooth socket insulation board 3-3, and in the middle layer of overlapping concrete Alveolus type prefabricated underlay 3-1 Bending is that bottom indulges muscle 3-4-1 in the bending place of bottom, and two interior angles at top are that muscle 3-4-2 is indulged at top；Steel bar girder 3- 4 laterally homogeneous parts；Overlapping concrete Alveolus type prefabricated underlay between steel bar girder 3-4 and on the outside of steel bar girder 3-4 In 3-1, several preformed layer board bottom longitudinal reinforcement 3-5, preformed layer board bottom longitudinal reinforcement 3-5 and steel bar girder 3-4 are respectively set Bottom indulge muscle 3-4-1 with absolute altitude and laterally uniform；Indulge muscle 3-4-1's in preformed layer board bottom longitudinal reinforcement 3-5 and bottom The bottom setting longitudinal direction equally distributed preformed layer board bottom transverse steel 3-6 vertical with the two；
The preformed layer plate body 3-1-1 generally Rectangular Concrete plate of the overlapping concrete Alveolus type prefabricated underlay 3-1, At the top of preformed layer plate body 3-1-1, concrete tooth 3-1-2, the occlusal crib 3- that laterally uniform longitudinal direction alternates are set 1-3；Occlusal crib 3-1-3 width is 1.5 ~ 2 times of concrete tooth 3-1-2 width；In the concrete tooth 3-1-2 of two outermost ends Outside is respectively end connection recess 3-1-4, and the width that end connects recess 3-1-4 is the 1.8 ~ 3 of concrete tooth 3-1-2 width Times；
The heat preservation plate body 3-3-1 generally rectangle of the two-sided tooth socket insulation board 3-3, on the top of heat preservation plate body 3-3-1 Longitudinal top tooth 3-3-2, top slot 3-3-3 respectively laterally uniform and alternate；In the case where keeping the temperature plate body 3-3-1 Portion is respectively longitudinal bottom tooth 3-3-4, base channel 3-3-5 that be laterally uniform and alternateing；Top tooth 3-3-2 and bottom Tooth 3-3-4 is identical, and top slot 3-3-3 is identical as base channel 3-3-5, and top tooth 3-3-2 width is top slot 3-3-3 width 1.5 ~ 2 times；The lateral vertical center line coincidence of top tooth 3-3-2 and base channel 3-3-5, top slot 3-3-3 and bottom tooth 3-3-4's Lateral vertical center line is overlapped；
The rear curved U-shaped muscle 3-4-3 generally U-shaped of the steel bar girder 3-4, after passing through two-sided tooth socket insulation board 3-3 Inward at both ends bending；Muscle 3-4-2 is indulged longitudinally through all rear curved U-shaped muscle in curved U-shaped muscle 3-4-3 homogeneous vertical distribution, top afterwards Two interior angles at the top of 3-4-3；Bottom indulges two bendings of the muscle 3-4-1 longitudinally through all rear curved bottoms U-shaped muscle 3-4-3 Interior angle.
Further, the wallboard lateral connection node 4a is using node dedicated connection steelframe 5 that tooth socket concrete is straight The straight heat preservation assembling that plate 1-1a, tooth socket heat preservation straight panel 1-2a, interior preformed layer concrete slab 1-3a, space bar frame 1-4a are constituted Exterior wall 1a is overlapped, tooth socket concrete L shaped plate 1-1b, tooth socket keep the temperature L shaped plate 1-2b, interior prefabricated layer concrete L shaped plate 1-3b, L shape The L shape heat preservation assembling that space bar frame 1-4b is constituted overlaps exterior wall 1b, and tooth socket concrete straight panel 1-1a, tooth socket keep the temperature straight panel 1- The T shape heat preservation assembling overlapping exterior wall 1c that 2a, the interior prefabricated straight space bar frame 1-4c of layer concrete L shaped plate 1-3b, T shape are constituted, The straight assembling overlapping interior wall 1d and interior preformed layer that interior preformed layer concrete slab 1-3a, list vertical bar bar frame 1-4d are constituted are mixed The cross assembling overlapping interior wall 1e connection that solidifying soil L shaped plate 1-3b, the straight space bar frame 1-4e of cross are constituted；The node Dedicated connection steelframe 5 is made of multiple rows of connection ring 5-1, entirety reinforcing ring 5-2, and multiple rows of connection ring 5-1 is horizontal straight-flanked ring, is erected To being uniformly distributed, two identical vertical entirety reinforcing ring 5-2 entangle all multiple rows of connection ring 5-1；The dedicated connection of node Multiple rows of connection ring 5-1 of steelframe 5 be successively inserted respectively into two sides space bar frame 1-4a, L shape space bar frame 1-4b, The straight space bar frame 1-4c of T shape, single vertical bar bar frame 1-4d, the straight respective transverse direction of space bar frame 1-4e of cross connect It connects between muscle 1-4-3.
Further, the vertical connecting node 4b of the wallboard is multiple rows of connection ring 5- using the dedicated connection steelframe 5 of node The sky among the straight heat preservation assembling overlapping exterior wall 1a on the upper layer and straight heat preservation assembling overlapping exterior wall 1a of lower layer is inserted at 1 both ends respectively It is intracavitary, the straight heat preservation assembling overlapping exterior wall 1a of the straight heat preservation assembling overlapping exterior wall 1a on upper layer and lower layer is connected.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered It is considered as protection scope of the present invention.

Claims (10)

1. separating monoblock type overlaps concrete structural system, it is characterised in that:
The exterior wall of monoblock type overlapping concrete structural system is separated using straight heat preservation assembling overlapping exterior wall (1a), exterior wall corner uses L shape heat preservation assembling overlapping exterior wall (1b), exterior wall overlap exterior wall (1c) using the heat preservation assembling of T shape at the T-section point of interior wall handover, Interior wall overlaps interior wall (1d) using straight assembling, and interior wall crisscross joint is using cross assembling overlapping interior wall (1e)；
The external overlapping preformed layer of straight heat preservation assembling overlapping exterior wall (1a) is kept the temperature using tooth socket concrete straight panel (1-1a) and tooth socket Straight panel (1-2a) is integral prefabricated, and circular connector (1-5) is each passed through tooth socket heat preservation straight panel (1-2a) and extend into tooth socket coagulation In native straight panel (1-1a)；Inside overlapping preformed layer uses interior preformed layer concrete slab (1-3a), space bar frame (1-4a), empty Between bar frame (1-4a) plate in horizontal reinforcement (1-4-1) and wherein to be located at interior preformed layer mixed for the vertical reinforcing bar of a row (1-4-4) Concrete board (1-3a) is internal；The outer horizontal reinforcement (1-4-2) of plate and the vertical reinforcing bar of another row (1-4-4) are located at interior prefabricated layer concrete Plate (1-3a) is external；And the orthogonal crossover node of horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) and plate are outer horizontal in plate The orthogonal crossover node of reinforcing bar (1-4-2) and vertical reinforcing bar (1-4-4) corresponds, and uses lateral connection muscle (1-4-3) It connects one by one；
Overlapping preformed layer keeps the temperature L using tooth socket concrete L shaped plate (1-1b), tooth socket outside L shape heat preservation assembling overlapping exterior wall (1b) Shape plate (1-2b), tooth socket concrete L shaped plate (1-1b) and tooth socket heat preservation L shaped plate (1-2b) are integral prefabricated；L shape heat preservation assembling overlapping Overlapping preformed layer uses interior prefabricated layer concrete L shaped plate (1-3b) and L shape space bar frame (1-4b) inside exterior wall (1b)；
Overlapping preformed layer is straight using tooth socket concrete straight panel (1-1a) and tooth socket heat preservation outside T shape heat preservation assembling overlapping exterior wall (1c) Plate (1-2a) integral cast-in-situ；Overlapping preformed layer is using prefabricated layer concrete L in two pieces inside T shape heat preservation assembling overlapping exterior wall (1c) Shape plate (1-3b) is assembled into T-section point；
The two sides overlapping preformed layer of straight assembling overlapping interior wall (1d) is all made of interior preformed layer concrete slab (1-3a) and single vertical bar steel Muscle rack (1-4d) is assemblied to form；
Cross assembling overlapping interior wall (1e) is using prefabricated layer concrete L shaped plate (1-3b) and 1 straight Steel Space of cross in 4 pieces Muscle rack (1-4e) is assemblied to form crisscross joint；
Directly heat preservation assembling overlaps exterior wall (1a), the heat preservation of L shape assembles overlapping exterior wall (1b), the heat preservation of T shape assembles overlapping exterior wall (1c), directly When assembling overlapping interior wall (1d), cross assembling overlapping interior wall (1e) wall carry out lateral connection, using the dedicated connection steel of node Multiple rows of connection ring (5-1) of frame (5), dedicated connection steelframe (5) of node is inserted by row in the lamination cavity poured behind both sides；Form wall Plate lateral connection node (4a)；
Straight heat preservation assembling overlapping exterior wall (1a), L shape heat preservation assembling overlapping exterior wall (1b), T shape heat preservation assembling overlapping exterior wall (1c), Straight assembling overlapping interior wall (1d), cross assembling overlap casting concrete in the cavity of interior wall (1e), the top surface of casting concrete It is flushed with the top surface of interior preformed layer concrete slab (1-3a), interior prefabricated layer concrete L shaped plate (1-3b)；
Longitudinal both ends of concrete-steel laminated floor slab (2) are overlapped on to straight heat preservation assembling overlapping exterior wall respectively according to physical location (1a), L shape heat preservation assembling overlapping exterior wall (1b), T shape heat preservation assembling overlapping exterior wall (1c), straight assembling overlapping interior wall (1d), cross Shape assembling overlaps the top of the interior preformed layer concrete slab (1-3a) of interior wall (1e), interior prefabricated layer concrete L shaped plate (1-3b)；
Straight heat preservation assembling overlapping exterior wall (1a), L shape heat preservation assembling overlapping exterior wall (1b), T shape heat preservation assembling overlapping exterior wall (1c), It is poured at the top of straight assembling overlapping interior wall (1d), cross assembling overlapping interior wall (1e) and concrete-steel laminated floor slab (2) mixed Solidifying soil, the top surface of casting concrete and tooth socket concrete straight panel (1-1a), tooth socket concrete L shaped plate (1-1b), tooth socket heat preservation are straight Plate (1-2a), tooth socket keep the temperature L shaped plate (1-2b), interior preformed layer concrete slab (1-3a), interior prefabricated layer concrete L shaped plate (1-3b) Top surface flush；
Directly heat preservation assembling overlaps exterior wall (1a), the heat preservation of L shape assembles overlapping exterior wall (1b), the heat preservation of T shape assembles overlapping exterior wall (1c), directly When assembling overlapping interior wall (1d), cross assembling overlapping interior wall (1e) carry out interlayer connection, using the dedicated connection steelframe of node (5), multiple rows of connection ring (5-1) of dedicated connection steelframe (5) of node is inserted into the lamination cavity poured behind adjacent lower and upper layer by row It is interior；It is formed the vertical connecting node of wallboard (4b)；
Assembling overlapping exterior wall (1a), L shape heat preservation assembling overlapping exterior wall (1b), T shape heat preservation assembling overlapping exterior wall are directly kept the temperature in top layer After the completion of (1c), straight assembling overlapping interior wall (1d), cross assembling overlapping interior wall (1e) pour, concrete-steel is overlapped into heat preservation Longitudinal both ends of roof boarding (3) are overlapped on straight heat preservation assembling overlapping exterior wall (1a), L shape heat preservation group folding according to physical location respectively Close exterior wall (1b), T shape heat preservation assembling overlapping exterior wall (1c), straight assembling overlapping interior wall (1d), cross assembling overlapping interior wall (1e) Interior preformed layer concrete slab (1-3a), interior prefabricated layer concrete L shaped plate (1-3b) top；
Straight heat preservation assembling overlapping exterior wall (1a), L shape heat preservation assembling overlapping exterior wall (1b), T shape heat preservation assembling overlapping exterior wall (1c), Straight assembling overlapping interior wall (1d), cross assembling overlap the top of interior wall (1e) and concrete-steel overlapping insulation roof slab (3) Casting concrete, the top surface of casting concrete and tooth socket concrete straight panel (1-1a), tooth socket concrete L shaped plate (1-1b), tooth socket Keep the temperature straight panel (1-2a), tooth socket keeps the temperature L shaped plate (1-2b), interior preformed layer concrete slab (1-3a), interior prefabricated layer concrete L shaped plate The top surface of (1-3b) flushes.
2. separation monoblock type overlaps concrete structural system according to claim 1, it is characterised in that: the straight heat preservation assembling The tooth socket concrete straight panel (1-1a) and interior preformed layer concrete slab (1-3a) for overlapping exterior wall (1a) are located at straight heat preservation assembling Overlap the two sides of exterior wall (1a)；Internal cogging concrete straight panel (1-1a) and tooth socket heat preservation straight panel (1-2a) are integrally formed, and tooth It is corresponding with interior preformed layer concrete slab (1-3a) that slot keeps the temperature straight panel (1-2a)；Tooth socket keeps the temperature straight panel (1-2a) and tooth socket concrete Straight panel (1-1a) height is equal, and interior preformed layer concrete slab (1-3a) is 100 ~ 250mm lower than tooth socket heat preservation straight panel (1-2a)；Annular Connector (1-5) transverse and longitudinal is in a row, corresponds with lateral connection muscle (1-4-3) in addition to top row；Circular connector (the 1- of top row 5) it is located at middle line of the interior preformed layer concrete slab (1-2a) than tooth socket heat preservation straight panel (1-3a) the raised area；Circular connector (1- 5) it is internal that outermost side end is inserted into straight space bar frame (1-4a), apart from interior preformed layer concrete slab (1-3a) 10 ~ 30mm；The outermost end of straight space bar frame (1-4a) keeps the temperature straight panel (1-2a) outermost 10 ~ 30mm of transverse plane apart from tooth socket；Every row Circular connector (1-5) is placed in above identical row's lateral connection muscle (1-4-3), bottom row, top row and each row in horizontal both ends Circular connector (1-5) bind horizontal reinforcement (1-4-2), lateral connection muscle (1-4-3), vertical reinforcing bar (1-4- outside plate 4) on node；
Tooth socket concrete straight panel (1-1a) one-piece casting is in tooth socket heat preservation straight panel (1-2a), tooth socket concrete straight panel (1- The insulation board dovetail of concrete dovetail (1-1-3), concrete dovetail groove (1-1-4) and tooth socket heat preservation straight panel (1-2a) 1a) Slot (1-2-3), insulation board dovetail (1-2-4) are mutually twisted；The rows of circular connector of several transverse and longitudinals (1-5) is set, annular Connector (1-5) is rectangular ring；Plane where circular connector (1-5) is vertical, and long side is horizontal, and short side is vertical；Annular connection The vertical setting of types of part (1-5) and the centre of concrete dovetail (1-1-3) are corresponding, and one end of circular connector (1-5) is extend into directly The other end of concrete plate body (1-1-1) mid-plane, circular connector (1-5) stretches out insulation board dovetail (1-2-4)；Tooth socket Keep the temperature insulation board right-angled trapezium tenon (1-2-5) and the adjacent one end of tooth socket concrete straight panel (1-1a) of straight panel (1-2a), heat preservation Plate right-angled trapezium tenon (1-2-5) and insulation board isosceles trapezoid tenon (1-2-7) are neat with the side of tooth socket concrete straight panel (1-1a) It is flat；The insulation board right-angled trapezium tenon (1-2-5) of tooth socket heat preservation straight panel (1-2a) is located remotely from tooth socket concrete straight panel (1-1a) One end, insulation board isosceles trapezoid slot (1-2-6) and heat preservation board thermal insulation board right-angled trapezium slot (1-2-8) with tooth socket concrete straight panel The side of (1-1a) flushes；The interior preformed layer concrete slab (1-3a) generally Rectangular Concrete plate, straight space bar frame Horizontal reinforcement (1-4-1) and the wherein equally distributed vertical reinforcing bar (1- of a row of horizontal in the vertical evenly distributed plate of (1-4a) 4-4) square crossing, the rack that the two is constituted are located at the mid-plane of interior preformed layer concrete slab (1-3a)；Straight space steel mesh The outer horizontal reinforcement (1-4-2) of the vertical evenly distributed plate of frame (1-4a) and the equally distributed vertical reinforcing bar (1- of another row of horizontal 4-4) square crossing, the rack that the two is constituted are vertically positioned at the outside of interior preformed layer concrete slab (1-3a)；Horizontal reinforcement in plate The outer horizontal reinforcement (1-4-2) of the rack and plate that (1-4-1) and vertical reinforcing bar (1-4-4) are constituted and vertical reinforcing bar (1-4-4) are constituted The spacing of rack be equal to each other respectively, and crosspoint also corresponds, and lateral connection muscle (1- is arranged in corresponding crosspoint 4-3)；The equal length of horizontal reinforcement (1-4-1) and interior preformed layer concrete slab (1-3a) in plate, the outer horizontal reinforcement (1-4- of plate 2) interior preformed layer concrete slab (1-3a) is stretched out at both ends；
The tooth socket concrete straight panel (1-1a) is by straight concrete plate body (1-1-1), concrete dovetail (1-1-3), concrete Dovetail groove (1-1-4) composition；Straight concrete plate body (1-1-1) generally rectangular slab, side is flat surface outside, in inside The concrete dovetail (1-1-3) and concrete dovetail groove (1-1-4) that vertically uniform is set and is alternateed, concrete dovetail The level cross-sectionn of tenon (1-1-3) is isosceles trapezoid, and end is wider than root；Concrete dovetail groove (1-1-4) is isosceles trapezoid, end Portion's aperture efficiency root notches are narrow；
Tooth socket heat preservation straight panel (1-2a) is by directly keeping the temperature plate body (1-2-1), insulation board dovetail groove (1-2-3), insulation board dovetail Tenon (1-2-4), insulation board right-angled trapezium tenon (1-2-5), insulation board isosceles trapezoid slot (1-2-6), insulation board isosceles trapezoid tenon (1- 2-7), heat preservation board thermal insulation board right-angled trapezium slot (1-2-8) composition；Straight heat preservation plate body (1-2-1) generally rectangle, in straight insulation board Insulation board dovetail groove (1-2-3), insulation board vertical uniform and alternate are respectively set inside and outside body (1-2-1) The level cross-sectionn of dovetail (1-2-4), insulation board dovetail (1-2-4) is isosceles trapezoid, and end is wider than root；Insulation board swallow Stern notch (1-2-3) is isosceles trapezoid, open-ended narrower than root notches；Wherein the insulation board dovetail groove (1-2-3) of side with The insulation board dovetail (1-2-4) of the other side corresponds；One of horizontal ends of plate body (1-2-1) are directly being kept the temperature by introversion It is outer to set gradually insulation board right-angled trapezium tenon (1-2-5), insulation board isosceles trapezoid slot (1-2-6), insulation board isosceles trapezoid respectively Tenon (1-2-7), heat preservation board thermal insulation board right-angled trapezium slot (1-2-8), successively insulation board is straight respectively for another horizontal ends ecto-entad The trapezoidal tenon in angle (1-2-5), insulation board isosceles trapezoid slot (1-2-6), insulation board isosceles trapezoid tenon (1-2-7), heat preservation board thermal insulation board Right-angled trapezium slot (1-2-8)；Insulation board right-angled trapezium tenon (1-2-5), insulation board isosceles trapezoid slot (1-2-6), insulation board isosceles Trapezoidal tenon (1-2-7), the level cross-sectionn for keeping the temperature board thermal insulation board right-angled trapezium slot (1-2-8) constitute a rectangle, the length of rectangle Distance of the degree for top insulation board dovetail (1-2-4) from side insulation board dovetail groove (1-2-3) slot bottom to the other side, rectangle Width be the insulation board right-angled trapezium tenon root (1-2-5) to end distance；Insulation board right-angled trapezium tenon (1-2-5) and heat preservation Board thermal insulation board right-angled trapezium slot (1-2-8) is located at the both ends of short side, in a rectangular trapezoid；Insulation board isosceles trapezoid slot (1-2-6) is protected Warm plate isosceles trapezoid tenon (1-2-7) is located at centre, is in isosceles trapezoid；Wherein the insulation board right-angled trapezium tenon (1-2-5) of side, guarantor Warm plate isosceles trapezoid slot (1-2-6), insulation board isosceles trapezoid tenon (1-2-7), heat preservation board thermal insulation board right-angled trapezium slot (1-2-8) with Heat preservation board thermal insulation board right-angled trapezium slot (1-2-8), insulation board isosceles trapezoid tenon (1-2-7), the insulation board isosceles ladder of the other side Shape slot (1-2-6), insulation board right-angled trapezium tenon (1-2-5) correspond respectively；
The interior preformed layer concrete slab (1-3a) is by prefabricated straight concrete plate body (1-3-1), medial plane (1-3-3), internal layer Pitted skin (1-3-4), concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium slot (1-3-8) composition；The inner surface of prefabricated straight concrete plate body (1-3-1) is internal layer fiber crops Face (1-3-4), outer surface are medial plane (1-3-3)；In one of horizontal ends of prefabricated straight concrete plate body (1-3-1) Set gradually concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete etc. respectively from inside to outside The trapezoidal tenon of waist (1-3-7), concrete right-angled trapezium slot (1-3-8), successively concrete is straight respectively for another horizontal ends ecto-entad The trapezoidal tenon in angle (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete right angle ladder Shape slot (1-3-8)；Concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon The level cross-sectionn of (1-3-7), concrete right-angled trapezium slot (1-3-8) constitutes a rectangle, and the length of rectangle is prefabricated straight mixed The thickness of concrete board body (1-3-1), the width of rectangle are distance of the concrete right-angled trapezium tenon root (1-3-5) to end；It is mixed Solidifying soil right-angled trapezium tenon (1-3-5) and concrete right-angled trapezium slot (1-3-8) are located at the both ends of short side, in a rectangular trapezoid；Coagulation Native isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7) are located at centre, are in isosceles trapezoid；The wherein coagulation of one end Native right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete are straight The concrete right-angled trapezium slot (1-3-8) of angle dovetail groove (1-3-8) and the other end, mixes concrete isosceles trapezoid tenon (1-3-7) Solidifying soil isosceles trapezoid slot (1-3-6), concrete right-angled trapezium tenon (1-3-5) correspond respectively；
By horizontal reinforcement in plate (1-4-1), plate, horizontal reinforcement (1-4-2), transverse direction connect the straight space bar frame (1-4a) outside Connect muscle (1-4-3), vertical reinforcing bar (1-4-4) composition；Two rows of equally distributed vertical reinforcing bars (1-4-4) correspond, and high It spends equal；Horizontal reinforcement (1-4-1) in equally distributed plate, the two are set outside the vertical reinforcing bar (1-4-4) of wherein side Square crossing；The outer horizontal reinforcement (1-4-2) of equally distributed plate, the two are set outside the vertical reinforcing bar (1-4-4) of the other side Square crossing；In plate the crosspoint of horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) and the outer horizontal reinforcement (1-4-2) of plate with The crosspoint of vertical reinforcing bar (1-4-4) corresponds, and lateral connection muscle (1-4-3) is arranged between corresponding crosspoint, and It is attached respectively in intersection.
3. separation monoblock type overlaps concrete structural system according to claim 1, it is characterised in that: the L shape heat preservation group Exterior wall (1b) is closed in folding and the difference of straight heat preservation assembling overlapping exterior wall (1a) is by tooth socket concrete L shaped plate (1-1b), tooth socket Heat preservation L shaped plate (1-2b), interior prefabricated layer concrete L shaped plate (1-3b) and L shape space bar frame (1-4b) replace tooth socket respectively Concrete straight panel (1-1a), tooth socket heat preservation straight panel (1-2a), interior preformed layer concrete slab (1-3a) and space bar frame (1- 4a)；
Tooth socket concrete L shaped plate (1-1b), tooth socket heat preservation L shaped plate (1-2b), interior prefabricated layer concrete L shaped plate (1-3b) are L Shape, global shape are 90 ° of bendings, and two right-angle sides are equal；
L shape space bar frame (1-4b) is by horizontal reinforcement in plate (1-4-1), plate outer horizontal reinforcement (1-4-2), lateral connection muscle (1-4-3), vertical reinforcing bar (1-4-4) composition；Generally L shape, the two rows of equally distributed vertical reinforcing bars (1-4-4) in every side are one by one It is corresponding, and height is equal；Horizontal reinforcement (1- in equally distributed plate is set outside the vertical reinforcing bar (1-4-4) of wherein side 4-1), the two square crossing；Outer horizontal reinforcement (the 1- of equally distributed plate is set outside the vertical reinforcing bar (1-4-4) of the other side 4-2), the two square crossing；The outer horizontal reinforcement in the crosspoint and plate of horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) in plate The crosspoint of (1-4-2) and vertical reinforcing bar (1-4-4) corresponds, and lateral connection muscle is arranged between corresponding crosspoint (1-4-3), and be attached respectively in intersection.
4. separation monoblock type overlaps concrete structural system according to claim 1, it is characterised in that: the T shape heat preservation group Exterior wall (1c) is closed in folding and the difference of straight heat preservation assembling overlapping exterior wall (1a) is using prefabricated layer concrete L shaped plate in two pieces (1-3b) replaces preformed layer concrete slab (1-3a) in one piece, and replaces Steel Space using the straight space bar frame (1-4c) of T shape Muscle rack (1-4a)；
The tooth socket insulation board side (1-2a) and straight space bar frame (1-4c) side of T shape are opposite vertically；Tooth socket concrete straight panel (1-1a) and interior prefabricated layer concrete L shaped plate (1-3b) are located at outermost；Internal cogging concrete straight panel (1-1a) with Tooth socket insulation board (1-2a) is integrally formed, and tooth socket insulation board (1-2a) is corresponding with interior prefabricated layer concrete L shaped plate (1-3b)； Circular connector (1-5) transverse and longitudinal is in a row, and the circular connector (1-5) of both ends vertical setting of types and lateral connection muscle (1-4-3) one are a pair of It answers；The outermost side end of circular connector (1-5) is inserted into straight space bar frame (1-4c) inside of T shape, apart from interior preformed layer Concrete L shaped plate (1-3b) 10 ~ 30mm；The outermost end of the straight space bar frame (1-4c) of T shape is apart from tooth socket insulation board (1-2a) Outermost 10 ~ 30mm of transverse plane；The bottom of the circular connector (1-5) of both ends vertical setting of types is flushed with lateral connection muscle (1-4-3), bottom The circular connector (1-5) of row, top row and each row in horizontal both ends bind the horizontal reinforcement (1-4-2) outside plate, laterally connect On the node for connecing muscle (1-4-3), vertical reinforcing bar (1-4-4)；
Interior prefabricated layer concrete L shaped plate (1-3b) generally L shape concrete slab, prefabricated layer concrete L shaped plate (1-3b) in two pieces Short side it is opposite, the alignment of two short sides, two long side alinements, in two pieces between prefabricated layer concrete L shaped plate (1-3b) Spacing is the thickness of interior wall；Horizontal reinforcement (1-4-1) in the vertical evenly distributed plate of the straight space bar frame (1-4c) of T shape, Wherein one end extend into the long side of prefabricated layer concrete L shaped plate (1-3b) in one piece, and the other end is extend into another piece in advance The long side of preparative layer concrete L shaped plate (1-3b)；One row of setting is vertical in prefabricated layer concrete L shaped plate (1-3b) in two erects Straight reinforcing bar (1-4-4)；Horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) square crossing in plate, the rack that the two is constituted are located at The mid-plane of prefabricated layer concrete L shaped plate (1-3b) in two pieces；The straight space bar frame (1-4c) of T shape it is vertical evenly distributed The outer horizontal reinforcement (1-4-2) of plate and the vertical reinforcing bar of another row (1-4-4) square crossing, the rack that the two is constituted be located in two pieces The outside of prefabricated layer concrete L shaped plate (1-3b)；The rack that horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) are constituted in plate The spacing of the rack constituted with horizontal reinforcement outside plate (1-4-2) and vertical reinforcing bar (1-4-4) is equal to each other respectively, and crosspoint Also it corresponds, lateral connection muscle (1-4-3) is set in corresponding crosspoint；The centre of the straight space bar frame (1-4c) of T shape The vertical steel of two vertical setting of types lateral connection muscle (1-4-3) and the interior long side of interior prefabricated layer concrete L shaped plate (1-3b) and short side intersection Muscle (1-4-4) is all connected with, and extend into the short side of interior prefabricated layer concrete L shaped plate (1-3b)；
The straight space bar frame (1-4c) of T shape is by horizontal reinforcement in plate (1-4-1), the outer horizontal reinforcement (1-4-2) of plate, transverse direction Dowel (1-4-3), vertical reinforcing bar (1-4-4) composition；Two rows of vertical reinforcing bars (1-4-4) correspond, and height is equal；Often The quantity for arranging vertical reinforcing bar (1-4-4) is even number；Setting is uniformly distributed vertically outside the vertical reinforcing bar (1-4-4) of wherein side Plate in horizontal reinforcement (1-4-1), the two square crossing；Setting is vertical uniform outside the vertical reinforcing bar (1-4-4) of the other side The outer horizontal reinforcement (1-4-2) of the plate of distribution, the two square crossing；Horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) in plate Crosspoint and the crosspoint of the outer horizontal reinforcement (1-4-2) of plate and vertical reinforcing bar (1-4-4) correspond, and in corresponding crosspoint Between lateral connection reinforcing bar (1-4-3) is set, and be attached respectively in intersection；The lateral connection reinforcing bar of intermediate two vertical setting of types The side horizontal reinforcement (1-4-1) in plate (1-4-3) is protruding, and extension elongation is equal；
The interior prefabricated layer concrete L shaped plate (1-3b) is by L shape concrete plate body (1-3-2), medial plane (1-3-3), internal layer Pitted skin (1-3-4), concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium slot (1-3-8) composition；L shape concrete plate body (1-3-2) generally L shape, L-shaped interior right angle Side is the outside of L shape concrete plate body (1-3-2) entirety, and L-shaped outer right angle side is that L shape concrete plate body (1-3-2) is whole The inside of body, the inner surface of L shape concrete plate body (1-3-2) entirety are internal layer pitted skin (1-3-4), L shape concrete plate body (1- 3-2) whole outer surface is medial plane (1-3-3)；L shape concrete plate body (1-3-2) one of horizontal ends by Set gradually concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles respectively from inside to outside Trapezoidal tenon (1-3-7), concrete right-angled trapezium slot (1-3-8), another horizontal ends ecto-entad distinguish successively concrete right angle Trapezoidal tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium Slot (1-3-8)；Concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1- 3-7), the level cross-sectionn of concrete right-angled trapezium slot (1-3-8) constitutes a rectangle, and the length of rectangle is L shape concrete slab The thickness of body (1-3-2), the width of rectangle are distance of the concrete right-angled trapezium tenon root (1-3-5) to end；Concrete is straight The trapezoidal tenon in angle (1-3-5) and concrete right-angled trapezium slot (1-3-8) are located at the both ends of short side, in a rectangular trapezoid；Concrete isosceles Dovetail groove (1-3-6), concrete isosceles trapezoid tenon (1-3-7) are located at centre, are in isosceles trapezoid；The wherein concrete right angle of one end Trapezoidal tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium The concrete right-angled trapezium slot (1-3-8) of slot (1-3-8) and the other end, concrete isosceles trapezoid tenon (1-3-7), concrete etc. Waist dovetail groove (1-3-6), concrete right-angled trapezium tenon (1-3-5) correspond respectively.
5. separation monoblock type overlaps concrete structural system according to claim 1, it is characterised in that: the straight assembling overlapping Interior preformed layer concrete slab (1-3a) the generally rectangular slab of interior wall (1d)；The inner surface of interior preformed layer concrete slab (1-3a) For internal layer pitted skin (1-3-4), outer surface is medial plane (1-3-3)；Wherein the one of interior preformed layer concrete slab (1-3a) A horizontal ends set gradually respectively from inside to outside concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), Concrete isosceles trapezoid tenon (1-3-7), concrete right-angled trapezium slot (1-3-8), another horizontal ends ecto-entad difference is successively Concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), coagulation Native right-angled trapezium slot (1-3-8)；Concrete right-angled trapezium tenon (1-3-5), concrete isosceles trapezoid slot (1-3-6), concrete etc. Level cross-sectionn one rectangle of composition of the trapezoidal tenon of waist (1-3-7), concrete right-angled trapezium slot (1-3-8), the length of rectangle are The thickness of interior preformed layer concrete slab (1-3a), the width of rectangle are the concrete right-angled trapezium tenon root (1-3-5) to end Distance；Concrete right-angled trapezium tenon (1-3-5) and concrete right-angled trapezium slot (1-3-8) are located at the both ends of short side, at right angles ladder Shape；Concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7) are located at centre, are in isosceles trapezoid；Wherein one The concrete right-angled trapezium tenon (1-3-5) at end, concrete isosceles trapezoid slot (1-3-6), concrete isosceles trapezoid tenon (1-3-7), Concrete right-angled trapezium slot (1-3-8), the concrete isosceles trapezoid tenon (1- of concrete right-angled trapezium slot (1-3-8) and the other end 3-7), concrete isosceles trapezoid slot (1-3-6), concrete right-angled trapezium tenon (1-3-5) correspond respectively；
Horizontal reinforcement (1-4-1) is uniformly distributed in interior preformed layer coagulation vertically in several plates of single vertical bar bar frame (1-4d) In native plate (1-3a), several vertical reinforcing bar (1-4-4) horizontal homogeneous are distributed in interior preformed layer concrete slab (1-3a)；In plate Interior horizontal reinforcement (1-4-1) and vertical reinforcing bar (1-4-4) intersect place, and horizontal lateral connection muscle (1-4-3) is arranged.
6. separation monoblock type overlaps concrete structural system according to claim 1, it is characterised in that: the cross assembling Overlap interior prefabricated layer concrete L shaped plate (1-3b) the generally L shape concrete slab of interior wall (1e), prefabricated layer concrete L in four pieces Shape plate (1-3b) is grouped two-by-two, wherein the short side of prefabricated layer concrete L shaped plate (1-3b) is opposite in first group two pieces, two short sides It is aligned, two long side alinements, the spacing in two pieces between prefabricated layer concrete L shaped plate (1-3b) is the thickness of interior wall；The Prefabricated layer concrete L shaped plate (1-3b) is not having in prefabricated layer concrete L shaped plate (1-3b) and the two of second group pieces in one group two pieces There is the side of short side opposite, preformed layer is mixed in prefabricated layer concrete L shaped plate (1-3b) and the two of second group pieces in first group two pieces Spacing between solidifying soil L shaped plate (1-3b) is the thickness of interior wall；Prefabricated layer concrete L shaped plate (1-3b) is two-by-two in two groups two pieces Symmetrically, the intermediate cavity formed is cross, and prefabricated layer concrete L shaped plate (1-3b) is formed whole in four outside cross Cross plate；Two short sides of cross plate are symmetrical along central axes, and two long edge central axes are symmetrical, and long side is the 4 ~ 10 of short side Times, the length of short side is 100 ~ 200mm；
The horizontal reinforcement both ends (1-4-1) difference in the vertical equally distributed plate of the two rows of the straight space bar frame (1-4e) of cross Protrude into the long side of L shape concrete plate body (1-3-2)；The interlude of horizontal reinforcement (1-4-1) is exposed in intermediate cavity in plate, The both ends horizontal reinforcement (1-4-5) are stretched respectively in the vertical equally distributed short slab of the two rows of the straight space bar frame (1-4e) of cross Enter the short side of L shape concrete plate body (1-3-2)；The interlude of horizontal reinforcement (1-4-5) is exposed in intermediate cavity in short slab； Horizontal reinforcement (1-4-1) in plate, horizontal reinforcement (1-4-5) intersects the corner in L shape concrete plate body (1-3-2) in short slab Place, horizontal reinforcement (1-4-1) in the plate of identical layer, four tops that the crosspoint of horizontal reinforcement (1-4-5) is square in short slab Point, in the vertical reinforcing bar (1-4-4) that four interior angles setting of the square is erect；Horizontal reinforcement (the 1-4- in two rows of short slabs 5) horizontal reinforcement (1-4-1) is respectively respectively set 1 ~ 5 row and is uniformly distributed lateral connection reinforcing bar (1-4-3), plate vertically in the plate on the outside of Vertical reinforcing bar (1-4-4) is arranged in the interior angle of interior horizontal reinforcement (1-4-1) and lateral connection reinforcing bar (1-4-3)；Two rows of outermost ends The outside of lateral connection reinforcing bar (1-4-3), the length of the L shape concrete plate body (1-3-2) of interior prefabricated layer concrete L shaped plate (1-3b) The length that lateral connection reinforcing bar (1-4-3) is stretched out on side is 100 ~ 200mm；
The straight space bar frame (1-4e) of cross is by horizontal reinforcement (1-4- in horizontal reinforcement in plate (1-4-1), short slab 5), lateral connection reinforcing bar (1-4-3), vertical reinforcing bar (1-4-4), horizontal reinforcement (1-4-5) composition in short slab；It is two rows of vertical uniform Horizontal reinforcement (1-4-5) is interlaced in horizontal reinforcement (1-4-1) and two rows of vertical equally distributed short slab in the plate of distribution, in Between form rectangular closed-loop, vertical projection generally cross；Horizontal reinforcement (the 1-4- in two rows of vertical equally distributed short slabs 5) horizontal reinforcement (1-4-1) is respectively by the lateral connection steel parallel with horizontal reinforcement in short slab (1-4-5) in the plate in outside Muscle (1-4-3) successively connects；Two rows of vertical reinforcing bars (1-4-4) correspond, and height is equal；Every vertical reinforcing bar (1-4- of row 4) quantity is even number；Vertical reinforcing bar (1-4-4) is located at horizontal reinforcement (1- in horizontal reinforcement in plate (1-4-1) and short slab 4-5) the interior angle that horizontal reinforcement (1-4-1) and lateral connection reinforcing bar (1-4-3) intersect in the interior angle and plate intersected.
7. separation monoblock type overlaps concrete structural system according to claim 1, it is characterised in that: the concrete-steel Longitudinal both ends of the precast concrete bottom (2-1) of laminated floor slab (2) are overlapped on lower part bar shaped concrete component (2-12) respectively Top, the lap of splice are 5 ~ 20mm；Reinforcing bar (2-6) is located at lower part bar shaped concrete in the preformed layer board bottom transverse plate longitudinally docked The top component (2-12), reinforcing bar (2-6) mutually overlaps one by one in opposite preformed layer board bottom transverse plate；Precast concrete bottom (2-1) laterally closes up one by one and is close to, the laterally-graded connector (2-3) of two sides side by side, the wherein sideways, outwardly extending company of preformed layer board bottom The overhanging side of reinforcing bar (2-7) is connect to close up with the sideways, outwardly extending not overhanging side reinforcing bar (2-7) that connects of preformed layer board bottom respectively, The sideways, outwardly extending connection reinforcing bar (2-7) of overhanging preformed layer board bottom is placed in the overhanging connection reinforcing bar (2-7) of contiguous prefabricated laminate bottom horizontal On not overhanging laterally-graded connector (2-3), and sideways, outwardly extending connection reinforcing bar (2-7) of preformed layer board bottom is across adjacent two Preformed layer board bottom longitudinal reinforcement (2-5)；Before cast-in-place overlapping layers (2-2) pours, cast-in-place laminate top longitudinal reinforcement (2-10) is set up, it is existing It pours laminate top longitudinal reinforcement (2-10) to be uniformly distributed, the cast-in-place laminate top longitudinal reinforcement (2-10) longitudinally docked mutually overlaps；Frame If cast-in-place laminate top transverse steel (2-11), cast-in-place laminate top transverse steel (2-11) is evenly distributed on laterally adjacent in-situ layer The top of plate top longitudinal reinforcement (2-10), transverse steel (2-11) mutually overlap；Cast-in-place overlapping layers (the 2- of after-pouring is completed in assembly 2)；
Precast concrete bottom (2-1) generally rectangle；The transverse ends of precast concrete bottom (2-1) are respectively provided with laterally-graded Connector (2-3) and angle (2-4), angle (2-4) are located at the outside of the outermost steel bar girder in both ends (2-8), are prefabricated mixed The inclined-plane of the top surface of solidifying soil bottom (2-1) obliquely, the bottom of angle (2-4) are connect with laterally-graded connector (2-3), laterally Ladder connector (2-3) is horizontal to transverse ends face；It is uniformly alternately to divide in the internal lowest level of precast concrete bottom (2-1) The sideways, outwardly extending connection reinforcing bar (2-7) of reinforcing bar (2-6), preformed layer board bottom in the preformed layer board bottom transverse plate of cloth, laterally wherein one Reinforcing bar (2-6), the sideways, outwardly extending connection reinforcing bar (2-7) of preformed layer board bottom do not stretch out concrete in the preformed layer board bottom transverse plate of end Native bottom (2-1)；After the sideways, outwardly extending connection reinforcing bar (2-7) of other end preformed layer board bottom crosses outermost placing of reinforcement truss (2-8), It bends, then horizontal buckling, is stretched out at the intermediate altitude of angle (2-4), and protrude horizontally up precast concrete always obliquely Bottom (2-1), the length of stretching are the width of laterally-graded connector (2-3)；And placed to same vertical direction, until three points Two to one times of preformed layer board bottom transverse plate between reinforcing bar (2-6) and the sideways, outwardly extending connection reinforcing bar (2-7) of preformed layer board bottom Away from when to (2-3) inner bending of laterally-graded connector return, until laterally-graded connector (2-3) and angle (2-4) boundary line； The top of reinforcing bar (2-6) and sideways, outwardly extending connection reinforcing bar (2-7) of preformed layer board bottom, setting are uniform in preformed layer board bottom transverse plate Precast concrete bottom is stretched out at the preformed layer board bottom longitudinal reinforcement (2-5) of distribution, the both ends preformed layer board bottom longitudinal reinforcement (2-5) The long side both ends of (2-1)；The top of precast concrete bottom (2-1) is cast-in-place overlapping layers (2-2), at cast-in-place overlapping layers (2-2) Interior top layer is equally distributed cast-in-place laminate top transverse steel (2-11), and the cast-in-place laminate top transverse steel lower part (2-11) is therewith Square crossing and equally distributed cast-in-place laminate top longitudinal reinforcement (2-10)；Reinforcing bar is set in precast concrete bottom (2-1) Truss (2-8), the bottom of steel bar girder (2-8) are two preformed layer board bottom longitudinal reinforcements (2-5), and top is a cast-in-place laminate It pushes up longitudinal reinforcement (2-10), the floor projection of cast-in-place laminate top longitudinal reinforcement (2-10) is located at two preformed layer board bottom longitudinal reinforcements The centre of (2-5)；Using diagonal reinforcement by cast-in-place laminate top longitudinal reinforcement (2-10) the preformed layer board bottom longitudinal direction steel with two sides respectively Muscle (2-5) connection；Next the half of steel bar girder (2-8) is located in precast concrete bottom (2-1), and upper half is located at cast-in-place overlapping In layer (2-2)；4 pre-buried lifting reinforcing bars (2-9) are buried in precast concrete bottom (2-1)；
The lower part bar shaped concrete component (2-12) is three classes different component, and the first kind is at the top of building foundation；Second class is At the top of shear wall；Third class is at the top of composite beam；
The sideways, outwardly extending connection reinforcing bar bottom (2-7) of preformed layer board bottom is one section of embedded section reinforcing bar (2-7-1), in one wherein End, 30 ° obliquely ~ 60 ° bendings, formation upwarp a section reinforcing bar (2-7-2), and bending extends horizontally outward again, forms overhanging section of steel Muscle (2-7-3), overhanging section of reinforcing bar (2-7-3) are divided into three parts, the flat segments lengths of rebar (2-7-3-1) protruded horizontally up outward, It is longitudinal bending segment lengths of rebar (2-7-3-2) of the 90 ° of bendings in side thereto later, last one end is again to time 90 ° of bendings Back bending section lengths of rebar (2-7-3-3), back bending section lengths of rebar (2-7-3-3) extend to always outside overhanging section of reinforcing bar (2-7-3) starting point At 30 ~ 50mm.
8. separation monoblock type overlaps concrete structural system according to claim 1, it is characterised in that: the concrete-steel Overlap two long sides of two pieces of overlapping concrete bidirectional stress heat insulation house surface Alveolus type prefabricated underlays of insulation roof slab (3) simultaneously Hold together, is lateral connection mouth in the two sides of the adjacent area of overlapping concrete bidirectional stress heat insulation house surface Alveolus type prefabricated underlay (3-2), is arranged longitudinal equally distributed bottom lateral connection reinforced steel bar ring (3-11) at lateral connection mouth (3-2), and bottom is lateral Connecting reinforced steel bar ring (3-11) is straight-flanked ring, and bottom lateral connection reinforced steel bar ring (3-11) is horizontal positioned, and long side is lateral, and short side is vertical To；The both ends of bottom lateral connection reinforced steel bar ring (3-11) extend to lateral connection mouth (3-2) and the overlapping prefabricated bottom of concrete Alveolus type The adjacent region of concrete tooth (3-1-2) at the top of layer (3-1)；In two pieces of overlapping concrete bidirectional stress heat insulation house surface Alveolus types Bottom bidirectional stress in-situ layer (3-10) is poured at the adjacent lateral connection mouth (3-2) of prefabricated underlay, bottom bidirectional stress is cast-in-place The top surface of layer (3-10) is flushed with the top surface of the concrete tooth (3-1-2) at the top of overlapping concrete Alveolus type prefabricated underlay (3-1)； Postposition insulation board (3-12) is set on the bottom bidirectional stress in-situ layer top (3-10), postposition insulation board (3-12) is folded with two sides Close two-sided tooth socket insulation board (3-3) linking of concrete bidirectional stress heat insulation house surface Alveolus type prefabricated underlay；In steel bar girder (3- 4) laterally uniform in-situ layer longitudinal reinforcement (3-7), in-situ layer longitudinal reinforcement (3-7) and steel bar girder (3- are set between 4) it indulges muscle (3-4-2) and flushes in top；It is arranged along longitudinal direction at the top of in-situ layer longitudinal reinforcement (3-7) and steel bar girder (3-4) Equally distributed in-situ layer transverse steel (3-8), wherein half is to total amount of in-situ layer transverse steel (3-8) across two pieces Overlap the lateral connection mouth (3-2) of concrete bidirectional stress heat insulation house surface Alveolus type prefabricated underlay；Overlapping concrete bidirectional by Cast-in-place overlapping layers (3-9) is poured at the top of power heat insulation house surface Alveolus type prefabricated underlay；
The bottom that concrete-steel overlaps insulation roof slab (3) is overlapping concrete Alveolus type prefabricated underlay (3-1), and top is double Face tooth socket insulation board (3-3) overlaps concrete tooth (3-1-2), occlusal crib at the top of concrete Alveolus type prefabricated underlay (3-1) (3-1-3) and the base channel (3-3-5) and bottom tooth (3-3-4) of two-sided tooth socket insulation board (3-3) lower part are agreed with one by one respectively； Two-sided tooth socket insulation board (3-3) both lateral sides extend to the outermost coagulation of overlapping concrete Alveolus type prefabricated underlay (3-1) Native tooth (3-1-2), and overlap end connection top recess (3-1-4) of concrete Alveolus type prefabricated underlay (3-1) outermost end not Two-sided tooth socket insulation board (3-3) is set, and the notch that the overlapping concrete Alveolus type prefabricated underlay both ends (3-1) are formed is lateral connection Mouth (3-2)；Top tooth (3-3-2), top slot (3-3-3) at the top of two-sided tooth socket insulation board (3-3) alternate, top tooth The width of (3-3-2) is 1.5 ~ 2 times of top slot (3-3-3) width, after multiple rows of equally distributed steel bar girder in longitudinal direction (3-4) Curved U-shaped muscle (3-4-3) passes vertically through two-sided tooth socket from the top slot (3-3-3) at the top of two-sided tooth socket insulation board (3-3) respectively and protects Warm plate (3-3), and in the bending of the middle layer of overlapping concrete Alveolus type prefabricated underlay (3-1), it is bottom in the bending place of bottom Vertical muscle (3-4-1), two interior angles at top are that muscle (3-4-2) is indulged at top；The laterally homogeneous part steel bar girder (3-4)；In steel In overlapping concrete Alveolus type prefabricated underlay (3-1) between muscle truss (3-4) and on the outside of steel bar girder (3-4), set respectively Set several preformed layer board bottom longitudinal reinforcements (3-5), the bottom of preformed layer board bottom longitudinal reinforcement (3-5) and steel bar girder (3-4) Vertical muscle (3-4-1) is the same as absolute altitude and laterally uniform；Muscle (3-4-1) is indulged in preformed layer board bottom longitudinal reinforcement (3-5) and bottom The bottom setting longitudinal direction equally distributed preformed layer board bottom transverse steel (3-6) vertical with the two；
Preformed layer plate body (3-1-1) the generally Rectangular Concrete plate of overlapping concrete Alveolus type prefabricated underlay (3-1), Concrete tooth (3-1-2), the occlusal crib that laterally uniform longitudinal direction alternates is arranged in the top of preformed layer plate body (3-1-1) (3-1-3)；Occlusal crib (3-1-3) width is 1.5 ~ 2 times of concrete tooth (3-1-2) width；In the concrete of two outermost ends The outside of tooth (3-1-2) is respectively end connection recess (3-1-4), and the width that end connects recess (3-1-4) is concrete tooth 1.8 ~ 3 times of (3-1-2) width；
Heat preservation plate body (3-3-1) the generally rectangle of the two-sided tooth socket insulation board (3-3), in the upper of heat preservation plate body (3-3-1) Portion is respectively longitudinal top tooth (3-3-2) that is laterally uniform and alternateing, top slot (3-3-3)；In heat preservation plate body (3- Lower part 3-1) is respectively longitudinal bottom tooth (3-3-4) that is laterally uniform and alternateing, base channel (3-3-5)；Top Tooth (3-3-2) is identical as bottom tooth (3-3-4), and top slot (3-3-3) is identical as base channel (3-3-5), and top tooth (3-3-2) is wide Degree is 1.5 ~ 2 times of top slot (3-3-3) width；The lateral vertical center line weight of top tooth (3-3-2) and base channel (3-3-5) It closes, the lateral vertical center line of top slot (3-3-3) and bottom tooth (3-3-4) is overlapped；
Rear curved U-shaped muscle (3-4-3) the generally U-shaped of the steel bar girder (3-4), pass through two-sided tooth socket insulation board (3-3) it Inward at both ends is bent afterwards；Muscle (3-4-2) is indulged longitudinally through all rear curved in curved U-shaped muscle (3-4-3) homogeneous vertical distribution afterwards, top Two interior angles at the top of U-shaped muscle (3-4-3)；Bottom indulges muscle (3-4-1) longitudinally through all rear curved U-shaped muscle (3-4-3) bottoms Two bending interior angles.
9. separation monoblock type overlaps concrete structural system according to claim 1, it is characterised in that: the wallboard laterally connects Node (4a) is met using the dedicated connection steelframe (5) of node by two pieces of straight heat preservation assembling overlapping exterior wall (1a) connections, wallboard laterally connects Connect node (4a) using the dedicated connection steelframe (5) of node will directly keep the temperature assembling overlapping exterior wall (1a) and L shape heat preservation assembling overlap outside Wall (1b) connection, wallboard lateral connection node (4a) will directly keep the temperature assembling overlapping exterior wall using the dedicated connection steelframe (5) of node (1a) and T shape heat preservation assembling overlapping exterior wall (1c) connection；
The dedicated connection steelframe (5) of node is made of multiple rows of connection ring (5-1), whole reinforcing ring (5-2), multiple rows of connection ring (5-1) is horizontal straight-flanked ring, is vertically uniformly distributed, and two identical vertical whole reinforcing rings (5-2) are by all multiple rows of companies Ring (5-1) is connect to entangle；Multiple rows of connection ring (5-1) of dedicated connection steelframe (5) of node is successively inserted respectively into the Steel Space of two sides The straight space bar frame (1-4c) of muscle rack (1-4a), L shape space bar frame (1-4b), T shape, single vertical bar bar frame (1- 4d), between the respective lateral connection muscle (1-4-3) of the straight space bar frame (1-4e) of cross.
10. separation monoblock type overlaps concrete structural system according to claim 1, it is characterised in that: the wallboard is vertical Connecting node (4b) is to be inserted into the straight of upper layer respectively using the both ends of multiple rows of connection ring (5-1) of dedicated connection steelframe (5) of node In the intermediate cavity of straight heat preservation assembling overlapping exterior wall (1a) of heat preservation assembling overlapping exterior wall (1a) and lower layer, by the straight heat preservation on upper layer Straight heat preservation assembling overlapping exterior wall (1a) of assembling overlapping exterior wall (1a) and lower layer connects.
CN201910067417.2A 2019-01-24 2019-01-24 It separates monoblock type and overlaps concrete structural system Withdrawn CN109653375A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910067417.2A CN109653375A (en) 2019-01-24 2019-01-24 It separates monoblock type and overlaps concrete structural system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910067417.2A CN109653375A (en) 2019-01-24 2019-01-24 It separates monoblock type and overlaps concrete structural system

Publications (1)

Publication Number Publication Date
CN109653375A true CN109653375A (en) 2019-04-19

Family

ID=66121524

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910067417.2A Withdrawn CN109653375A (en) 2019-01-24 2019-01-24 It separates monoblock type and overlaps concrete structural system

Country Status (1)

Country Link
CN (1) CN109653375A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110374224A (en) * 2019-06-04 2019-10-25 黑龙江省牧川装配式建筑有限公司 A kind of walling system being made of assembly concrete wallboard and cast-in-situ thermal-insulated slurry

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110374224A (en) * 2019-06-04 2019-10-25 黑龙江省牧川装配式建筑有限公司 A kind of walling system being made of assembly concrete wallboard and cast-in-situ thermal-insulated slurry

Similar Documents

Publication Publication Date Title
CN107060067A (en) A kind of superposed type prefabricated reinforced concrete structure system and its construction method
CN109184070A (en) A kind of connection type of prefabricated board and prefabricated board and prefabricated board, beam
CN105839836B (en) A kind of precast concrete shear wall component and its construction method
CN208965867U (en) The connection structure that a kind of prefabricated board and prefabricated board are connect with prefabricated board, beam
KR101610189B1 (en) Double wall structure and connecting method using the same
CN105113717B (en) Interior truss type steel tube concrete L-shaped post and its construction method
CN109184030B (en) Assembly type concrete shear wall superposed structure system and installation method
CN110469001A (en) Overlapped shear wall and its method of construction
CN110080287A (en) A kind of assembled flat-top has the open cutting construction method of column underground structure
CN108797791A (en) A kind of assembly method of upper and lower self-heat conserving external wall and floor
CN110080294A (en) A kind of lid of assembled vault greatly across no column underground structure digs half reversed construction method
CN109184029B (en) Assembled shear wall superimposed structure system convenient to mount and mounting method
CN107724524A (en) A kind of plate-column structure assembling system and floor prefabricated components and construction method
CN109653375A (en) It separates monoblock type and overlaps concrete structural system
CN207032466U (en) A kind of superposed type prefabricated reinforced concrete structure system
CN106088328A (en) A kind of group frame
CN109024699A (en) Monoblock type water-stopping system and preparation method thereof
CN110080288A (en) A kind of open cutting construction method of assembled vault greatly across no column underground structure
CN110359488A (en) A kind of fender member of assembled underground structure and its connecting structure with arch sheet
CN105113663A (en) Assembly type constructional column constructed simultaneously with framework structure infill wall
CN108842910A (en) A kind of more limb steel columns of assembled-freely-supported concrete plate Housing Structure System and its construction method
CN109184033B (en) Assembled shear wall superimposed structure system convenient to construct and installation method
CN105804095B (en) A kind of method using prefabricated mesh beam slope supported
CN206916935U (en) Assembled grange framework
CN210562997U (en) Prefabricated column assembly

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WW01 Invention patent application withdrawn after publication

Application publication date: 20190419

WW01 Invention patent application withdrawn after publication