CN105951998A - Integrated assembly type residential system and construction method thereof - Google Patents

Integrated assembly type residential system and construction method thereof Download PDF

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Publication number
CN105951998A
CN105951998A CN201610497595.5A CN201610497595A CN105951998A CN 105951998 A CN105951998 A CN 105951998A CN 201610497595 A CN201610497595 A CN 201610497595A CN 105951998 A CN105951998 A CN 105951998A
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wall
integrated
floor
shaped steel
cast
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CN201610497595.5A
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CN105951998B (en
Inventor
王伟
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Hunan Sunpeak Construction Co. Ltd.
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Sanxin Housing Manufacturing Co Ltd
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Priority to CN201610497595.5A priority Critical patent/CN105951998B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34807Elements integrated in a skeleton
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Building Environments (AREA)

Abstract

The invention discloses an integrated assembly type residential system and a construction method thereof. The integrated assembly type residential system comprises at least one room formed by encircling of a plurality of walls, wherein each room is provided with at least one wall with a hole; each wall is formed by at least one integrated wall, each integrated wall comprises a skeleton arranged vertically and an inner filling wall arranged between the skeletons, the skeleton comprises end stand columns arranged at two end parts of the wall, and the end stand columns of two adjacent integrated walls are fixedly connected with each other; and a concave profile steel is arranged between two adjacent integrated walls in the vertical direction, and the profile steel and a floor slab form an integrated structure, or the profile steel and an integral cast-in-place concrete layer cast on a pressure bottom mold form an integrated structure. The integrated assembly type residential system is low in cost, high in construction efficiency and high in reusability.

Description

A kind of integrated assembled type dwelling house system and construction method thereof
Technical field
The present invention relates to a kind of integrated assembled type dwelling house system and construction method thereof, belong to housing industry field (building).
Background technology
The system (following system title is applicant and summarizes) in assembled low-rise dwelling field represents at present mainly close spacing light steel frame structure system " the new building systems in north " (such as Chinese patent CN201410738494.3), type steel skeleton embedded Light trabs system " east, Ji building systems ", timber structural system, container structure system, thin aluminum sheet structural system, PC structural system etc..These systems are all respectively arranged with advantage, but having a common deficiency is exactly that cost is the highest.
Above structural system exists that assembled in situ operation is many, structure construction is complete internal fills and ornamental work amount is big, the scope of application has the problems such as certain limitation.It would therefore be highly desirable to combine the advantage of above system, shaped steel, filled-in panel, PC external decoration is highly integrated, and floor is embedded, thus forms a kind of new lower-cost integrated assembled type dwelling house system.
Summary of the invention
It is desirable to provide a kind of integrated assembled type dwelling house system, the component of this integrated assembled type dwelling house system is highly integrated in factory, and structural bone rack-layer, heat-insulation layer, decorative layer are accomplished to connect reliably, it is possible to ensure the tight non-scale of each interlayer, delamination.Each means of structural connection is simple, and workload to be lacked, and can guarantee that structural mechanical property and waterproof requirement.Situ wet operation to be lacked, and each component connects the mode as far as possible using dry operation.Speed of application wants fast, and installation process wants simplicity, reduces manual work cost.Architecture is wanted flexibly, decorative layer, heat-insulation layer, filling wall layers and type steel skeleton can need according to the building of engineering, structure and owner requires to select material so that it is disclosure satisfy that the security requirement on structure level number and builds the comfort level requirement of basic, normal, high shelves.
To achieve these goals, the technical solution adopted in the present invention is:
A kind of integrated assembled type dwelling house system, including being surrounded at least one room formed by many face walls, each room has the body of wall of at least one band door opening;It is structurally characterized in that, every face wall is made up of at least one piece of integrated wall, every piece of integrated wall includes that the skeleton being vertically arranged and the inside being arranged between skeleton are filled wall and constituted, wherein skeleton includes the end column being arranged on body of wall both ends, is fixedly linked between the end column of adjacent two pieces of integrated walls;Being provided with the shaped steel with recess between neighbouring two pieces of integrated walls, be fixedly linked between this shaped steel and end column, the length direction as this shaped steel of crossbeam is consistent with the length direction of wallboard;The floor of the embedded intrinsic lateral arrangement of recess at shaped steel or die mould bed die, formed between described shaped steel and floor and form overall structure between overall structure or described shaped steel and cast-in-place integral cast-in-situ concrete layer on die mould bed die.
The skeleton of the integrated wall of the present invention and internal wall stable connection of filling, simultaneously easy to connect between skeleton and skeleton, it is simple to control construction quality.Meanwhile, shaped steel and floor stable connection, and it is capable of the holistic resistant behavior of flooring.Shaped steel is as floor edge position of fixity, it is achieved exempt from die-filling technology.Utilizing the web of shaped steel, block upper strata cast-in-place concrete, situ wet working environment is good, does not has swollen mould, runs the quality disease such as mould, and civilized construction puts into low.
According to embodiments of the invention, it is also possible to the present invention is further optimized, below for the technical scheme formed after optimizing:
According to an embodiment of the present, described floor be arranged over cast-in-place concrete layer, described shaped steel and floor are connected into overall structure by this cast-in-place concrete layer;Being fixed with WELDING STUDS on the web of the most described shaped steel, this WELDING STUDS part is arranged in cast-in-place concrete layer;The most described floor is provided with out muscle, and this extension going out muscle is positioned at cast-in-place concrete layer;The end more preferably going out muscle is hook solid, for catching on the reinforcement in cast-in-place concrete layer.Thus, shaped steel makes top wall panel as supporting construction, the most conveniently carry out floor slab construction, utilize cast-in-place concrete layer laminated floor slab and shaped steel can be connected as an entirety, shaped steel also serves as the side form of cast-in-place concrete layer, solve lower floor's floor and the problem of top wall panel synchronous construction, further, go out muscle and cast-in-place concrete and floor are securely attached together.
In order to ensure the reliability that floor is installed, in the recess of the corresponding shaped steel that the two ends of described floor are separately positioned on the integrated wall in the two sides being oppositely arranged.
According to the another kind of embodiment of the present invention, between the end of described floor with the recess of corresponding shaped steel, it is provided with cast-in-place end;The most described floor is full precast floor slab;The most described floor is the cored slab with plate cavity, and this cored slab is fixedly linked with shaped steel by the back-up ring being embedded in cast-in-place end.
Preferably for exterior wall, between described shaped steel bottom and lower floor's integrated wall, it is provided with water-proof strip;The most described shaped steel is the one in I-steel, H profile steel and C-type steel.
Preferably, every piece of integrated wall also includes arranging the heat-insulation layer being filled with wall lateral surface and the decorative layer being positioned at outside heat-insulation layer;The heat-insulation layer of preferably every piece of integrated wall and the top relative interior of decorative layer are filled the top of wall and are moved down the segment distance that staggers, and the heat-insulation layer of every piece of integrated wall and the bottom relative interior of decorative layer are filled the top of wall and moved down the segment distance that staggers;The most described heat-insulation layer and decorative layer are fixedly linked with internal wall of filling by dowel, and heat-insulation layer and decorative layer can be avoided to come off.Thus, the decorative layer of integrated wall plate and heat-insulation layer are filled wall with inside in the range of floor height and are staggered up and down certain distance, as the first line of defence of horizontal joint waterproofing.Post the waterproof adhesive tape second sealing defence line connected horizontally as component bottom basic wall, waterproof effect can be significantly improved.
Preferably, the connection node formed between the end column of adjacent two pieces of integrated walls is yi word pattern, L-type or T-shaped;The most described end column is filled the side wall surface of wall and is provided with multiple tension rib head towards inside, and end column and internal wall of filling can be securely attached together by tension rib head;The most same face wall is connected by the docking of polylith integrated wall, forms yi word pattern node between the end column of adjacent two pieces of integrated walls;The bottom of the most described end column is provided with for docking, with column top, next layer of end, the docking post lower limb being connected.At yi word pattern node, being filled with paraffin (or Colophonium), and be provided with the fluid sealant being filled between the column of end in paraffin (or Colophonium) outside between the column of end, paraffin (or Colophonium) inner side is provided with the expansion sealing strip between the column of end.At body of wall medial surface, it is attached by the connector of yi word pattern between two end columns.
When the end column of last layer integrated wall is connected by docking post lower limb is fixing with the end column of adjacent lower integrated wall, use welding manner to be weldingly connected, use securing member the two to be carried out secondary be fastenedly connected through end column and docking post lower limb simultaneously.
Based on same inventive concept, present invention also offers the construction method of a kind of integrated assembled type dwelling house system, it comprises the steps:
S1, be prefabricated in the factory integrated wall and floor, includes two end columns being vertically arranged including integrated wall, is internal to fill wall between two radicle columns;The described internal top end face filling wall or bottom face are provided with the shaped steel as crossbeam being fixedly linked with end column;
S2, in construction site cast-in-place foundation beam, reserved on foundation beam insert rim of a cup;
S3, hoisting prefabricated integrated wall make the lower end of integrated wall insert in the reserved insertion rim of a cup on foundation beam, and connections post lower limb and foundation beam being connected firmly by connector forms the first floor;
S4, the lifting of the integrated wall top of next floor as on the polylith integrated wall of a floor, the column lower end portion, end of the integrated wall of a upper floor is fixedly linked by docking post lower limb with the column upper end, end of the integrated wall of next floor;Meanwhile, lifting floor or die mould bed die make its end be mounted in the recess of shaped steel, formed and form overall structure between overall structure or described shaped steel and cast-in-place integral cast-in-situ concrete layer on die mould bed die between described shaped steel and floor;
S2, repetition S4, the most upwards assemble each floor, until house frame construction completes.
Thus, the present invention with there is recess shaped steel as basic element, utilize its recess advantage position of fixity as floor, shaped steel can be as an integrated wall part, double as supporting construction, it is simple to operation and floor operation above shaped steel simultaneously, considerably improve parallel construction ability.
In step S1, during prefabricated integrated wall, first pour decorative layer, pasting heat-insulation layer at decorative layer upper cover before concrete initial set, and insert dowel, this dowel part extend into the internal casting area filling wall, then fix skeleton and mould is sealed in casting area, finally pouring light-weight filled wall concrete.The dowel inserted is preferably basalt reinforcing bar.
After step S3 completes, in the inner side of the integrated wall of respective storey, the vertical seam connector between two pieces of integrated walls is attached, and vertical seam is done water-proofing treatment.
Compared with prior art, the invention has the beneficial effects as follows:
1. shaped steel is as the end of basic wall, and the making of steel and assembly relatively concrete material quality and precision are all easily controlled, and field joint work is easier to, and component is not easy to damage;
2. skeleton is by docking up and down and left and right connects and forms firm beam column construction, and steel column is docked up and down by post lower limb, and left and right connects by connector, and speed of application soon, and need not support and need not outrigger;
3. the structure that the H profile steel beam bottom skeleton falls in can be as the fulcrum of floor, and this is so that the wallboard operation on floor operation and upper strata is constructed simultaneously, shortens the construction period;
4. the H profile steel bottom skeleton can simplify on-the-spot construction as the strong point of floor and the side form of rear pouring concrete;
5. needing to drop at plate in toilet or other position can be by the position of up-down adjustment H profile steel or set up one H profile steel and can realize the fall plate problem of arbitrary height cleverly;
6. the H profile steel bottom skeleton can design any part in wall as required at first floor position, reaches to realize the purpose of built on stilts floor, and moisture-proof role effect is obvious;
The most whole system components major part is integrated in factory, and wall plate member is all to be connected by welding or bolt connection piece dry type, and work on the spot amount is little, greatly reduces cost of labor, and wet trade is few, and social benefit is obvious;
8. the structural system of the present invention is with the skeleton of basic wall as mentality of designing, require and owner's building function demand according to structural safety, can take to be replaced material, the control of integrated amount, make system meet basic, normal, high shelves and one layer, the market supply of multilamellar;
9. the system of the present invention by basic wall, warming plate, decorative wall integrated, have superior structural, heat insulating ability and water resistance;
10. skeleton can produce template when pouring as filling wall, has only to do upper end template when producing basic wall part;
11. is all to use dry type to connect due to the wallboard of this structure, and wall plate member can reuse after removing, and floor parts is owing to being embedded into formula, and rationally cutting rear section can reuse.
Accompanying drawing explanation
Fig. 1 is that the room of one embodiment of the invention splits schematic diagram;
Fig. 2 is the structural representation of U-shaped skeleton body of wall;
Fig. 3 is the structural representation of body of wall fall plate application;
Fig. 4 is the structural representation after four pieces of U-shaped skeleton body of wall docking assembly;
Fig. 5 is end column and the connection diagram docking post lower limb;
Fig. 6 is body of wall vertical node connection diagram;
Fig. 7 is the top view of Fig. 6;
Fig. 8 is the structural representation of monolithically integrated body of wall;
Fig. 9 is the right view of Fig. 8;
Figure 10 is the schematic diagram that the present invention is arranged on the foundation beam of job site;
Figure 11 is a kind of embodiment schematic diagram of type steel support floor;
Figure 12 is the another kind of embodiment schematic diagram of type steel support floor;
Figure 13 is another embodiment schematic diagram of type steel support floor.
In the drawings
1,2-integrated wall;3-cast-in-place walls;4-die mould bed die;5-shaped steel;6,11-goes out muscle;7-cast-in-place concrete layer;8-recess;9-WELDING STUDS;10-laminated floor slab;12-water-proof strip;The cast-in-place end of 13-;14-back-up ring;15-plate cavity;100-is internal fills wall;101-heat-insulation layer;102-decorative layer;103-end column;104-tension rib head;105-docks post lower limb;106-dowel;107-securing member;108-bolt hole;109-fluid sealant;110-expansion sealing strip;111-paraffin;112-connector;113-foundation beam;114-angle steel;115-foundation bolt;116-concrete;The top of the bottom relative interior filling wall that the top of the top relative interior filling wall of L-heat-insulation layer and decorative layer moves down the distance or heat-insulation layer staggered and decorative layer moves down the distance staggered.
Detailed description of the invention
Below with reference to accompanying drawing and describe the present invention in detail in conjunction with the embodiments.It should be noted that in the case of not conflicting, the embodiment in the present invention and the feature in embodiment can be mutually combined.For sake of convenience, hereinafter as occur " on ", D score, "left", "right" printed words, only represent consistent with the direction, upper and lower, left and right of accompanying drawing itself, structure is not played restriction effect.
Using hollow section as the end column 103 of U-shaped steel skeleton or inverted U steel skeleton, fill wall by lightweight precast concrete using H profile steel 5 as the crossbeam of skeleton, inside, heat-insulation layer 101 be extruded sheet, decorative layer 102 be imitation wood concrete, floor 10 elaborates the present invention for superimposed sheet citing, a kind of integrated assembled type dwelling house system, as shown in figs. 1-7, main structural member is: some integrated wall plates, some laminated floor slabs 10, some connectors and waterstop sealing implant;Every piece of integrated wall plate is made up of interior basic wall, warming plate and imitation wood grain decorative plate;Basic wall is made up of skeleton and internal wall of filling;Skeleton is made up of two radicle hollow type end columns 103, bottom H profile steel beam.According to yi word pattern, L-type, T-shaped connection node, column can become yi word pattern, L-type, T-shaped with respective design.Being welded with steel bar end beneficially skeleton on the inner side of end column 103 and be connected firmly with filling wall, the bottom of end column 103 is provided with the connection post lower limb for docking up and down.For ensureing that basic wall, warming plate and imitation wood concrete are firmly connected as entirety, insert basalt reinforcing bar at a certain distance in the centre of circuit board and be attached.As shown in Figure 8, the decorative layer of integrated wall plate and heat-insulation layer stagger with interior basic wall certain distance in the range of floor height up and down, as the first line of defence of horizontal joint waterproofing.The waterproof adhesive tape second sealing defence line connected horizontally as component is posted bottom basic wall.
The skeleton that shaped steel is assembled into is as main bearing member, and skeleton is embedded in filled wall, forms the basic wall of internal layer.The plug-in heat-insulation layer of the basic wall of internal layer and decorating wall (decorative layer can be Novel imitation stone, imitation wood stricture of vagina concrete, it is also possible to is screed and coating etc.).Floor (floor can be profiled sheet do pouring concrete on bed die, can be pouring concrete on superimposed sheet, can also be complete prefabricated local hollow concrete etc.) be embedded in the lower end girder steel of skeleton.Sequence of construction and the technique linking of wall plate member (comprising skeleton, filling wall, heat-insulation layer, decorative layer) logical factory are highly integrated, and on-the-spot simple dry type connection carries out assembly, and floor embeds according to structure type, forms firm structure the most at the scene.
The construction method of above-mentioned assembled-type house system is as follows:
As shown in FIG. 8 and 9, factory's integrated production panel segment: step one, back-hand craft is used to pour decorative layer (as a example by imitation wood stricture of vagina concrete), before concrete initial set, lid pastes warming plate thereon, and insert basalt reinforcing bar according to design pitch, reserve steel bar end for connection standard wall concrete;Step 2, treats that imitation wood stricture of vagina concrete reaches prescribed strength, fixes skeleton and top envelope mould thereon, and pours light-weight filled wall concrete;Superimposed sheet is prefabricated Tong Bu with integrated wall plate.
Site operation part: step one, as shown in Figure 10, cast-in-place foundation beam 113, reserved insertion rim of a cup and pre-embedded anchoring bolts on foundation beam;Step 2, after component conveying to scene, lifting wallboard is inserted in the rim of a cup of foundation beam, and is connected firmly with foundation beam by connection post lower limb by connector;Step 3, is attached the vertical seam connector of two face walls in the inner side of body of wall, and vertical seam is done water-proofing treatment;Step 4, lifting laminated floor slab (floor lifting can be after each whole lifting construction of layer wallboard be complete);Step 5, pours the in-situ layer of laminated floor slab;Step 6, after one layer of wallboard has all lifted connection, lifting top wall panel and floor, ultimately form firm structure, repeat the above steps, until all floors are all constructed complete.
The content that above-described embodiment illustrates should be understood to that these embodiments are only used for being illustrated more clearly that the present invention, rather than restriction the scope of the present invention, after having read the present invention, those skilled in the art each fall within the application claims limited range to the amendment of the various equivalent form of values of the present invention.

Claims (10)

1. an integrated assembled type dwelling house system, including being surrounded at least one room formed by many face walls, each room has the body of wall of at least one band door opening;It is characterized in that, every face wall is made up of at least one piece of integrated wall, every piece of integrated wall includes that the skeleton being vertically arranged and the inside being arranged between skeleton are filled wall (100) and constituted, wherein skeleton includes the end column (103) being arranged on body of wall both ends, is fixedly linked between the end column (103) of adjacent two pieces of integrated walls;Being provided with the shaped steel (5) with recess (8) between neighbouring two pieces of integrated walls (1,2), be fixedly linked between this shaped steel (5) and end column (103), the length direction as this shaped steel (5) of crossbeam is consistent with the length direction of wallboard;The floor (10) of the embedded intrinsic lateral arrangement of recess (8) in shaped steel (5) or die mould bed die (4), formed between described shaped steel (5) and floor (10) and form overall structure between overall structure or described shaped steel (5) and cast-in-place integral cast-in-situ concrete layer (3) on die mould bed die (4).
Integrated assembled type dwelling house system the most according to claim 1, it is characterised in that described floor (10) be arranged over cast-in-place concrete layer (7), described shaped steel (5) and floor (10) are connected into overall structure by this cast-in-place concrete layer (7);Being fixed with WELDING STUDS (9) on the web of the most described shaped steel (5), this WELDING STUDS part is arranged in cast-in-place concrete layer (7);The most described floor (10) is provided with out muscle (6,11), and this extension going out muscle (11) is positioned at cast-in-place concrete layer (7);The end more preferably going out muscle (6) is hook solid, is used for catching on the reinforcement in cast-in-place concrete layer (7).
Integrated assembled type dwelling house system the most according to claim 1, it is characterised in that the two ends of described floor (10) are separately positioned in the recess (8) of the corresponding shaped steel (5) of the integrated wall in the two sides being oppositely arranged.
Integrated assembled type dwelling house system the most according to claim 1, it is characterised in that be provided with cast-in-place end (13) between the end of described floor (10) with the recess of corresponding shaped steel (5) (8);The most described floor (10) is full precast floor slab;The most described floor (10) is the cored slab with plate cavity (15), and this cored slab is fixedly linked with shaped steel (5) by the back-up ring (14) being embedded in cast-in-place end (13).
5. according to the integrated assembled type dwelling house system one of claim 1-4 Suo Shu, it is characterised in that be provided with water-proof strip (12) between described shaped steel (5) bottom and lower floor's integrated wall (2);The most described shaped steel (5) is the one in I-steel, H profile steel and C-type steel.
6. according to the integrated assembled type dwelling house system one of claim 1-4 Suo Shu, it is characterised in that every piece of integrated wall also includes that setting is filled with the heat-insulation layer (101) of wall (100) lateral surface and is positioned at heat-insulation layer (101) decorative layer (102) outward;The heat-insulation layer (101) of preferably every piece of integrated wall and the top relative interior of decorative layer (102) are filled the top of wall (100) and are moved down the segment distance that staggers, and the heat-insulation layer (101) of every piece of integrated wall and the bottom relative interior of decorative layer (102) are filled the top of wall (100) and moved down the segment distance that staggers;The most described heat-insulation layer (101) and decorative layer (102) are fixedly linked with internal wall (100) of filling by dowel (106).
7. according to the integrated assembled type dwelling house system one of claim 1-4 Suo Shu, it is characterised in that the connection node formed between the end column (103) of adjacent two pieces of integrated walls is yi word pattern, L-type or T-shaped;The most described end column (103) is filled the side wall surface of wall (100) and is provided with multiple tension rib head (104) towards inside;The most same face wall is connected by the docking of polylith integrated wall, forms yi word pattern node between the end column of adjacent two pieces of integrated walls;The bottom of the most described end column (103) is provided with for docking, with next layer of end column (103) top, docking post lower limb (105) being connected.
8. the construction method of integrated assembled type dwelling house system as described in one of claim 1-7, it is characterised in that comprise the steps:
S1, be prefabricated in the factory integrated wall and floor, includes two end columns (103) being vertically arranged including integrated wall, is internal to fill wall (100) between two radicle columns (103);The described internal top end face filling wall (100) or bottom face are provided with the shaped steel as crossbeam (5) being fixedly linked with end column (103);
S2, in construction site cast-in-place foundation beam (113), insert rim of a cup foundation beam (113) is upper reserved;
S3, hoisting prefabricated integrated wall make the lower end of integrated wall insert in the reserved insertion rim of a cup on foundation beam, and connections post lower limb and foundation beam being connected firmly by connector forms the first floor;
S4, the lifting of the integrated wall top of next floor as on the polylith integrated wall of a floor, end column (103) bottom of the integrated wall of a upper floor is fixedly linked by docking post lower limb (105) with end column (103) upper end of the integrated wall of next floor;Simultaneously, lifting floor (10) or die mould bed die (4) make its end be mounted in the recess (8) of shaped steel (5), formed and form overall structure between overall structure or described shaped steel (5) and cast-in-place integral cast-in-situ concrete layer (3) on die mould bed die (4) between described shaped steel (5) and floor (10);
S2, repetition S4, the most upwards assemble each floor, until house frame construction completes.
The construction method of integrated assembled type dwelling house system the most according to claim 8, it is characterized in that, in step S1, during prefabricated integrated wall, first pour decorative layer, before concrete initial set, paste heat-insulation layer at decorative layer upper cover, and insert dowel (106), this dowel (106) part extend into the internal casting area filling wall (100), then fixes skeleton and casting area is sealed mould, finally pouring light-weight filled wall concrete.
The construction method of integrated assembled type dwelling house system the most according to claim 8 or claim 9, it is characterized in that, after step S3 completes, in the inner side of the integrated wall of respective storey, the vertical seam connector between two pieces of integrated walls is attached, and vertical seam is done water-proofing treatment.
CN201610497595.5A 2016-06-30 2016-06-30 A kind of integrated assembled type dwelling house system and its construction method Active CN105951998B (en)

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CN109056774A (en) * 2018-09-21 2018-12-21 苏州光彩建筑钢品有限公司 A kind of wall foundation structure of integrated fashioned iron class house
CN109083420A (en) * 2018-08-16 2018-12-25 河南圣都装饰工程有限公司 Building body and indoor and outdoor decoration integral construction method
CN109138443A (en) * 2018-09-03 2019-01-04 惠州德科达建筑工程技术有限公司 Assembly method is built in a kind of building of steel section concrete
WO2019137508A1 (en) * 2018-01-12 2019-07-18 赵志平 Environment-friendly and sustainable full-module prefabricated building system and construction method
CN110685473A (en) * 2019-07-29 2020-01-14 中国核电工程有限公司 Vibration reduction structure of factory building
CN113323424A (en) * 2021-07-13 2021-08-31 安徽宸翰建筑工程有限公司 Intelligent construction method of fabricated building
CN113931459A (en) * 2021-12-03 2022-01-14 中建八局第二建设有限公司 Construction method of hollow PVC ribbed wall in tall and big space

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