CN105863110A - Modular assembling type cold-bent thin-wall type steel wall board structural system - Google Patents
Modular assembling type cold-bent thin-wall type steel wall board structural system Download PDFInfo
- Publication number
- CN105863110A CN105863110A CN201610231788.6A CN201610231788A CN105863110A CN 105863110 A CN105863110 A CN 105863110A CN 201610231788 A CN201610231788 A CN 201610231788A CN 105863110 A CN105863110 A CN 105863110A
- Authority
- CN
- China
- Prior art keywords
- wall
- module
- shaped
- light gauge
- gauge cold
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- 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
- E04C2/292—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 sheet metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Provided is a modular assembling type cold-bent thin-wall type steel wall board structural system. A vertical body structure of the cold-bent thin-wall type steel wall board structural system is formed by sequentially connecting a common wall body module, an opened wall body module, an L-shaped wall body module and a T-shaped wall body module. A horizontal body structure of the cold-bent thin-wall type steel wall board structural system is formed by sequentially splicing slab modules. The slab modules are spliced by being connected. The vertical body structure and the slab modules are connected in the mode that the wall body and the slab module are connected. By optimizing the wall body module connection mode, the slab module connection mode, and the wall body and slab module connection mode, the site assembly difficulty and site construction workload are reduced to a great extent, and the whole structural system can be safer and better in anti-seismic property. The modular assembling type cold-bent thin-wall type steel wall board structural system is low in mass, good in anti-seismic property, capable of preserving heat, insulating heat and saving energy, environmentally friendly, low in manufacturing cost, suitable for mid-rise buildings and low-rise buildings, and high in economic and social benefit.
Description
Technical field
The present invention relates to a kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system, belong to technical field of structural engineering, particularly relate to the method for manufacturing of wallboard module, floor modules, and the connected mode between wallboard module, between wallboard module and floor modules, between floor modules and the method for construction of this structural system.
Background technology
The low-rise building of China over the past thousands of years continues up ' Qin brick and Han tile ' mode of construction, mostly the low-rise building of existing villages and small towns is the masonry house that clay brick is built by laying bricks or stones, this house not only long construction period, poor seismic behavior, and serious waste land resource, pollute environment, it will gradually step down from the stage of history.External low-rise building uses timber structure, steel construction, cold formed steel structure dwelling house system mostly.Especially cold formed steel structure dwelling house system can solve the problems such as environmental protection, low-carbon (LC), insulation, partial component production industrialization, more domestic enterprises of the nineties in last century (north new, Zhuo Da, east, Ji cement) by it from North America, Australia, Europe introduce domestic, but, owing to the research of China at that time is at the early-stage, the overall industrialization degree of this system is low, cost is higher, therefore is simply applied to the villa of some top grades.
The most both at home and abroad the assembling degree of cold formed steel structure dwelling house system is also rested in component aspect, to integral wall, the modularized design of floor, produce, transport, also a certain distance is installed, especially on green fitting, insulation, structure-integrated assembled body of wall, there is also the biggest development space.Just low because of the assembling degree of current cold formed steel structure dwelling house system, substantial amounts of labour cost is needed when processing, installation, the cost causing body of wall is high, and then make the cost of monolithic architecture increase, and the problems such as the connected mode bearing capacities such as the tapping screw between each parts of light gauge cold-formed steel shape keel wall shear-carrying capacity poor, light-duty is weak, vibration of floor comfort level is low, are the most also difficult in China rural area and samll cities and towns' large-scale popularization application.
Therefore, carry out this based on existing cold formed steel structure dwelling house system to enter to promote, a kind of modular assembly formula low layer light gauge cold-formed steel shape wallboard structural system of invention not only can save substantial amounts of cost of labor, and wet trade and the construction period at scene can be reduced, in low, multilamellar assembled architecture, there is bigger engineering significance.
Summary of the invention
The present invention proposes a kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system and method for construction thereof, goal of the invention is by monolithic architecture being divided into wall body module, floor modules and supporting connected mode by building module reasonable design, above-mentioned standard module realizes industrial flow-line produce, realize modular assembly with the method for construction of science at the construction field (site).This structural system simple structure and safe and reliable, method of construction is simple and is prone to construction, and cost is relatively low, can solve that current fabricated construction assemblingization degree is low, anti-seismic performance and vibration of floor comfort level is poor, high cost problem.
For achieving the above object, the technical solution used in the present invention is:
A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system includes between common wall module (1), the shape that punches wall body module (2), L-shaped wall body module (3), T-shaped wall body module (4), floor modules (5), wall body module between connected mode (6), body of wall and floor modules connected mode (8) between connected mode (7), floor modules.Common wall module (1), the shape that punches wall body module (2), L-shaped wall body module (3), T-shaped wall body module (4) are sequentially connected the vertical agent structure of composition light gauge cold-formed steel shape wallboard structural system；Floor modules (5) is assemblied to form the level of light gauge cold-formed steel shape wallboard structural system successively to agent structure；By connected mode (8) assembly between floor modules between each floor modules (5), it is connected by connected mode (7) between body of wall with floor modules between vertical agent structure with floor modules (5)；
Described common wall module (1) is for produce prefabricated assembled wall by the building module of 1.2m on industrial flow-line, common wall module (1) includes light gauge cold-formed steel shape skeleton (101), shingle nail (14), insulation material (15), flower basket bolt (17), body of wall anti-pulling connector (18), tapping screw (19), wherein, light gauge cold-formed steel shape skeleton (101) is connected by tapping screw (19) with shingle nail (14), insulation material (15) is inserted in light gauge cold-formed steel shape skeleton (101) as heat-insulation layer, body of wall anti-pulling connector (18) is connected by tapping screw (19) with light gauge cold-formed steel shape skeleton (101), flower basket bolt (17) is screwed in the nut of body of wall anti-pulling connector (18)；Light gauge cold-formed steel shape skeleton (101) includes common wall central post (10), lock riveting (16), cross slide way (20), vertical edges column (21), cross-brace (22), wherein, cross slide way (20) two ends are connected composition framework with vertical edges column (21) by lock riveting (16), being connected composition cross structure with vertical edges column (21) middle part by lock riveting (16) in cross-brace (22), cross structure embeds framework and connects composition light gauge cold-formed steel shape skeleton (101) by lock riveting (16).
nullThe described shape wall body module (2) that punches is for produce the prefabricated shape assembled wall that punches by the building module of 1.2m on industrial flow-line，The shape that punches wall body module (2) includes shape light gauge cold-formed steel shape skeleton (201) that punches、Shingle nail (14)、Insulation material (15)、Flower basket bolt (17)、Body of wall anti-pulling connector (18)、Tapping screw (19)，Wherein，The shape that punches light gauge cold-formed steel shape skeleton (201) is connected by tapping screw (19) with shingle nail (14)，Insulation material (15) is inserted as heat-insulation layer and is punched in shape light gauge cold-formed steel shape skeleton (201)，Body of wall anti-pulling connector (18) is connected by tapping screw (19) with light gauge cold-formed steel shape skeleton (201)，Flower basket bolt (17) is screwed in the nut of body of wall anti-pulling connector (18)；The shape that punches light gauge cold-formed steel shape skeleton (201) includes punch shape body of wall central post (11), lock riveting (16), cross slide way (20), vertical edges column (21), cross-brace (22), wherein, cross slide way (20) two ends are connected composition outside framework with vertical edges column (21) by lock riveting (16)；Being connected by lock riveting (16) with shape body of wall central post (11) that punches in cross-brace (22) forms with the inner frame at hole, and the inner frame with hole embeds in outside framework and combines cross slide way (20) and is connected composition with shape body of wall central post (11) that punches punches shape light gauge cold-formed steel shape skeleton (201) by locking riveting (16).
Described L-shaped wall body module (3) is for produce prefabricated L-shaped assembled wall by the building module of 0.6m on industrial flow-line, L-shaped wall body module (3) includes L-shaped light gauge cold-formed steel shape skeleton (301), shingle nail (14), insulation material (15), flower basket bolt (17), body of wall anti-pulling connector (18), tapping screw (19), wherein, L-shaped light gauge cold-formed steel shape skeleton (301) is connected by tapping screw (19) with shingle nail (14), insulation material (15) is inserted in L-shaped light gauge cold-formed steel shape skeleton (301) as heat-insulation layer, body of wall anti-pulling connector (18) is connected by tapping screw (19) with L-shaped light gauge cold-formed steel shape skeleton (301), flower basket bolt (17) is screwed in the nut of body of wall anti-pulling connector (18)；L-shaped light gauge cold-formed steel shape skeleton (301) includes L-shaped body of wall central post (12), lock riveting (16), cross slide way (20), vertical edges column (21), cross-brace (22), diagonal brace (23), wherein, cross slide way (20) one end and vertical edges column (21), the other end is connected composition L-shaped framework with L-shaped body of wall central post (12) by lock riveting (16), cross-brace (22) is connected with vertical edges column (21) middle part with one end, the other end connects through lock riveting (3) with L-shaped body of wall central post (12) middle part and is connected, diagonal brace (23) one end is connected with L-shaped body of wall central post (12) end, the other end is connected by lock riveting (3) with vertical edges column (21) middle part.
Described T-shaped wall body module (4) is for produce prefabricated T-shaped assembled wall by the building module of 0.6m on industrial flow-line, T-shaped wall body module (4) includes T-shaped light gauge cold-formed steel shape skeleton (401), shingle nail (14), insulation material (15), flower basket bolt (17), body of wall anti-pulling connector (18), tapping screw (19), wherein, T-shaped light gauge cold-formed steel shape skeleton (301) is connected by tapping screw (19) with shingle nail (14), insulation material (15) is inserted in T-shaped light gauge cold-formed steel shape skeleton (301) as heat-insulation layer, body of wall anti-pulling connector (18) is connected by tapping screw (19) with T-shaped light gauge cold-formed steel shape skeleton (401), flower basket bolt (17) is screwed in the nut of body of wall anti-pulling connector (18)；T-shaped light gauge cold-formed steel shape skeleton (401) includes T-shaped body of wall central post (13), lock riveting (16), cross slide way (20), vertical edges column (21), cross-brace (22), diagonal brace (23), wherein, cross slide way (20) one end and vertical edges column (21), the other end is connected composition T-shaped framework with T-shaped body of wall central post (13) by lock riveting (16), cross-brace (22) is connected with vertical edges column (21) middle part with one end, the other end connects through lock riveting (3) with T-shaped body of wall central post (13) middle part and is connected, diagonal brace (23) one end is connected with T-shaped body of wall central post (13) end, the other end is connected by lock riveting (3) with vertical edges column (21) middle part.
Described floor modules (5) is for produce prefabricated girder truss-corrugated steel-lightweight concrete composition floor by the building module of 2.4m on industrial flow-line, and floor modules (5) includes truss girder (501), square tube secondary beam (502), corrugated steel (503), steel wire (504), lightweight concrete (505)；Wherein, four rectangular layouts of truss girder (501), by connecting the peripheral truss of the perpendicular web member composition of end with tapping screw (19), square tube secondary beam (502) is arranged along floor modules (5) short direction with 1.2m spacing, two ends are connected by tapping screw (19) with the perpendicular web member in truss girder (501), corrugated steel (503) is laid in square tube secondary beam (502) and above and connects with tapping screw (19), steel wire (504) is laid on corrugated steel (503), it is that template pours lightweight concrete (505) with peripheral truss and corrugated steel (503), it is prefabricated into the floor modules (5) of girder truss-corrugated steel-lightweight concrete.
Vertical edges column (21) during connected mode (6) is two adjacent wall body modules between described wall body module is formed by connecting by tapping screw (19) with wall body module horizontal connector (9), wall body module horizontal connector (9) is two back-to-back C-type steel to be formed by connecting by lock riveting (16), realizes in system the level connection joint between each wall body module by connected mode between wall body module (6).
Between described body of wall and floor modules, connected mode (7) is divided into connected mode (702) between connected mode between interior wall and floor modules (701), exterior wall and floor modules.Between interior wall with floor modules, connected mode (701) is that upper and lower layer inner wall module (1) and two adjacent truss girders (501) are formed by connecting by flower basket bolt (17), tapping screw (19), between exterior wall and floor modules, connected mode (702) is that upper and lower layer exterior wall module (1) and truss girder (501) are formed by connecting by flower basket bolt (17), tapping screw (19), realizes each wall body module in system by connected mode between body of wall with floor modules (7) and vertical between floor modules being connected.
Between described floor modules, connected mode (8) is end high-strength bolt (24) connection of two adjacent truss girders (501)；The end of truss girder (501) is erected web member by three C-type steel and is formed, and perpendicular web member has three row's bolts hole at web, and the most upper and lower is the bolt hole of two minor diameters, need to be applied in combination；When only two modules use upper and lower two stove bolt holes or a middle king-bolt hole to be attached by high-strength bolt (24) when one direction is attached, when there being four modules to connect in both direction, two kinds of combinations need to use in both direction respectively.
L-shaped body of wall central post (12) is that four C-type steel connect the L-shaped compound section formed by lock riveting (16)；T-shaped body of wall central post (13) is that four C-type steel connect the T-shaped compound section formed by lock riveting (16)；Vertical edges column (21) is a single u-shaped steel and C-type steel connects the compound section formed back-to-back by lock riveting (16)；Cross slide way (20), cross-brace (22) are the U-shaped steel of cold bending thin wall of wall thickness 1.0mm-2.5mm；Common wall central post (10), the shape that punches body of wall central post (11), diagonal brace (23) are the cold-formed thin-walled C steel of wall thickness 0.75mm-2.5mm；Flower basket bolt (17) is M8-M16 with the model of high-strength bolt (24).
Shingle nail (14) is profiled sheet or 10-20mm cement fibrolite plate, plasterboard, calcium silicate board, the oriented wood chipboard etc. of 0.45-1mm, and the spacing being connected by tapping screw (6) with light gauge cold-formed steel shape skeleton (101) not should be greater than 300mm.
Insulation material (15) is other light heat insulation materials such as foam cement, polystyrene foam, extruded sheet, hard polyurethane foam, glass cotton, and its dry density is 100-300Kg/m3, comprcssive strength is not less than 2Mpa, and heat conductivity is less than 0.055w/m.k.
The present invention also provides for the method for construction of above-mentioned modular assembly formula light gauge cold-formed steel shape wallboard structural system, comprises the steps:
Step one: carry out continuous foundation construction according to construction drawing, presses the pre-buried two row's flower basket bolts of 0.6m modulus along basis；
Step 2: assembling floor modules is as base plate, make truss girder flower basket bolt on the basis of the preformed hole of lower boom is inserted in, then with high-strength bolt, the truss girder end between floor modules is attached, respectively the upper and lower chord member in truss girder is carried out level connection joint with tapping screw, make sole shape integral, complete the installation of base plate and basis.
Step 3: assembling first floor wall body module, first lifting L-shaped wall body module and T-shaped wall body module, make the flower basket bolt in wall body module insert in the top boom preformed hole of truss girder to position, in truss girder with supporting sleeve by wall body module with on the basis of flower basket bolt be connected, with tapping screw, truss girder top boom is connected with the lower cross slide way of wall body module from bottom to top, completes wall body module and be connected with the vertical of floor modules；Then lifting common wall module and the shape wall body module that punches, the cavity formed by vertical edges column between wall body module inserts wall body module horizontal connector, finally from side tapping screw, the vertical edges column of adjacent two bodies of wall is connected with wall body module horizontal connector, completes the level connection joint between wall body module；
Step 4: then lifting common wall module and the shape wall body module that punches, the cavity formed by vertical edges column between wall body module inserts wall body module horizontal connector, finally from side tapping screw, the vertical edges column of adjacent two bodies of wall is connected with wall body module horizontal connector, completes the level connection joint between wall body module；
Step 5: lifting first floor plate module, the preformed hole of the lower boom of truss girder in floor modules is inserted on the flower basket bolt at the one layer of body of wall top assembled, and with sleeve connection, connection between floor modules is carried out by step 2, is then connected with the upper cross slide way of lower floor body of wall by lower boom from top to bottom with tapping screw in truss girder；
Step 6: with first floor plate as base plate, repeat step 3, four, five, multiple structure can be formed；
The present invention is that improvement based on traditional light gauge cold-formed steel shape assembled wall promotes, and the invention have the advantage that in contrast
1, body of wall and floor are simplified to module, produce in batches by module is realized industrial flow-line in factory, improve the assembly rate of building largely, decrease field operation amount, save labor cost, and advantageously ensure that quality and the precision of building structure parts.
2, the lock riveting connecting introducing automotive field between the component in light gauge cold-formed steel shape skeleton connects the self-drilling connection that replacement is traditional, not only can improve the intensity of connection, rigidity, and can be with significant increase joint efficiency.
3, light gauge cold-formed steel shape skeleton second wall panel, not only can play maintenance and the function of decorations, and can improve the horizontal shear strength of body of wall, cracking resistance, shock resistance, sound insulation value.
5, the connected mode by optimizing between wall body module, between floor modules, between body of wall and floor modules, the most largely on reduce site-assembled difficulty and Contraction in Site amount, and can make that total system is safer, anti-seismic performance is more preferable.
6, the modular assembly formula light gauge cold-formed steel shape wallboard structural system light weight of the present invention, anti-seismic performance be good, insulation, energy-conserving and environment-protective, and cost is low, it is adaptable in, the various building of low layer, there is bigger economic and social profit.
Accompanying drawing explanation
Fig. 1 is light gauge cold-formed steel shape skeleton schematic diagram.
Fig. 2 is common wall module sectional view.(note :+for tapping screw, ● for lock riveting)
Fig. 3 is the shape light gauge cold-formed steel shape skeleton schematic diagram that punches.
Fig. 4 is the shape wall body module sectional view that punches.
Fig. 5 is L-shaped light gauge cold-formed steel shape skeleton schematic diagram.
Fig. 6 is L-shaped wall body module sectional view.
Fig. 7 is T-shaped light gauge cold-formed steel shape skeleton schematic diagram.
Fig. 8 is T-shaped wall body module sectional view.
Fig. 9 is floor modules sectional view.
Figure 10 is common wall module and the shape wall body module level connection joint mode profile that punches.
Figure 11 is L-shaped wall body module and the shape wall body module level connection joint mode profile that punches.
Figure 12 is T-shaped wall body module and common wall module level connected mode profile.
Figure 13 is connected mode detail drawing between interior wall and floor modules.
Figure 14 is connected mode detail drawing between exterior wall and floor modules.
Figure 15 is connected mode graphics between floor modules.
Figure 16 is connected mode profile between floor modules.
Figure 17 is modular assembly formula light gauge cold-formed steel shape wallboard structural system schematic diagram.
In figure:
null1-common wall module、101-light gauge cold-formed steel shape skeleton、2-punches shape wall body module、201-punches shape light gauge cold-formed steel shape skeleton、3-L shape wall body module、301-L shape light gauge cold-formed steel shape skeleton、4-T shape wall body module、401-T shape light gauge cold-formed steel shape skeleton、5-floor modules、501-truss girder、502-square tube secondary beam、503-corrugated steel、504-steel wire、505-lightweight concrete、Connected mode between 6-wall body module、Connected mode between 7-body of wall and floor modules、Connected mode between 701-interior wall and floor modules、Connected mode between 702-exterior wall and floor modules、Connected mode between 8-floor modules、9-wall body module horizontal connector、10-common wall central post、11-punches shape body of wall central post、12-L shape body of wall central post、13-T shape body of wall central post、14-shingle nail、15-insulation material、16-locks riveting、17-flower basket bolt、18-body of wall anti-pulling connector、19-tapping screw、20-cross slide way、21-vertical edges column、22-cross-brace、23-diagonal brace、24-high-strength bolt.
Detailed description of the invention
The preferred forms of the present invention is described in detail below in conjunction with technical scheme and accompanying drawing:
The production method of wall body module:
When being embodied as, first in factory's blanking and process required C-type steel, by accompanying drawing 1,3,11,12 C-type steel connected by lock riveting (16) and form common wall central post (10), the shape that punches body of wall central post (11), L-shaped body of wall central post (12), T-shaped body of wall central post (13) respectively；Then according to the good cross slide way of modular dimension (1.2m) blanking (20) of wall body module, vertical edges column (21), cross-brace (22), diagonal brace (23), above-mentioned component is carried out pre-determined bit by accompanying drawing 1,3,5,7 on factory lines and is attached forming light gauge cold-formed steel shape skeleton (101), the shape that punches light gauge cold-formed steel shape skeleton (201), shape light gauge cold-formed steel shape skeleton (301), T-shaped light gauge cold-formed steel shape skeleton (401) respectively with lock riveting (16).
Body of wall anti-pulling connector (18) is installed in place by accompanying drawing 1,3,5,7 by above-mentioned light gauge cold-formed steel shape skeleton (101), the shape that punches light gauge cold-formed steel shape skeleton (201), shape light gauge cold-formed steel shape skeleton (301), T-shaped light gauge cold-formed steel shape skeleton (401) respectively, and the end of vertical edges column (21) it is fixed on tapping screw (19), then flower basket bolt (17) upper end is screwed in body of wall anti-pulling connector (18)；
Insulation material (15) is inserted in above-mentioned light gauge cold-formed steel shape skeleton (101), the shape that punches light gauge cold-formed steel shape skeleton (201), shape light gauge cold-formed steel shape skeleton (301), T-shaped light gauge cold-formed steel shape skeleton (401) by accompanying drawing 2,4,6,8 respectively as heat-insulation layer；Shingle nail (14) tapping screw (19) is fixed on above-mentioned light gauge cold-formed steel shape skeleton by the arrangement of 2,4,6,8 tapping screws the most with reference to the accompanying drawings, completes the common wall module (1) as shown in accompanying drawing 2,4,6,8, the shape that punches wall body module (2), L-shaped wall body module (3), the making of T-shaped wall body module (4).
The production method of floor modules:
nullWhen being embodied as，First in factory's blanking and process required C-type steel and U-shaped steel，And on U-shaped steel, the double-row hole of a diameter of 25mm is opened by the modulus of 1.2m，By accompanying drawing 9, C-type steel is connected formation truss girder (501) with U-shaped steel by lock riveting (16)，Four rectangular layouts of truss girder (501)，By connecting the peripheral truss of the perpendicular web member composition of end with tapping screw (19)，Square tube secondary beam (502) is arranged along floor modules (5) short direction with 1.2m spacing，Two ends are connected by tapping screw (19) with the perpendicular web member in truss girder (501)，Corrugated steel (503) is laid in square tube secondary beam (502) and above and connects with tapping screw (19)，Steel wire (504) is laid on corrugated steel (503)，It is that template pours lightweight concrete (505) with peripheral truss and corrugated steel (503)，It is prefabricated into the floor modules (5) of girder truss-corrugated steel-lightweight concrete as of fig. 9 shown.
The connected mode of modular assembly formula light gauge cold-formed steel shape wallboard structural system:
After the adjacent two wall body module liftings in left and right are in place, the cavity formed by vertical edges column (21) between wall body module inserts wall body module horizontal connector (9), finally from side tapping screw (19), the vertical edges column (21) of adjacent two bodies of wall is connected with wall body module horizontal connector (9) connected mode (6) between formation wall body module as shown in Figure 10.
After lower floor's wall body module lifting is in place, the preformed hole of the lower boom of truss girder (501) in floor modules (5) is inserted on the flower basket bolt (17) at the one layer of body of wall top assembled, then by the preformed hole of the lower boom of truss girder (501) in the flower basket bolt (17) insertion floor modules (5) of upper walls module, and with sleeve by upper, flower basket bolt (17) in lower floor's wall body module connects, truss girder top boom is connected with the lower cross slide way (20) of upper walls module by truss girder (501) from bottom to top with tapping screw (19), with tapping screw (19), truss girder lower boom is connected with the upper cross slide way (20) of lower floor wall body module from top to bottom；The cross slide way (20) of upper and lower layer inner wall module and two adjacent truss girders (501) connect connected mode (701) between the interior wall and floor modules formed as shown in Figure 13 by flower basket bolt (17), tapping screw (19)；The cross slide way (20) of upper and lower layer exterior wall module and truss girder (501) form connected mode (702) between exterior wall and floor modules as shown in Figure 14 by flower basket bolt (17), tapping screw (19) connection；Connected mode (7) between body of wall and floor modules is formed by connected mode (702) between connected mode between interior wall and floor modules (701) and exterior wall and floor modules.
The end high-strength bolt of the truss girder (501) between two floor modules (5) is attached, the upper and lower chord member of truss girder (501) carries out, with self-drilling connection, forming connected mode (8) between the floor modules as shown in accompanying drawing 15,16.
By connected mode (8) composition modular assembly formula light gauge cold-formed steel shape wallboard structural system as shown in Figure 17 between connected mode (7), floor modules between connected mode (6), body of wall and floor modules between common wall module (1), the shape that punches wall body module (2), L-shaped wall body module (3), T-shaped wall body module (4), floor modules (5), wall body module.
The method of construction of modular assembly formula light gauge cold-formed steel shape wallboard structural system:
Step one: carry out continuous foundation construction according to construction drawing, presses the pre-buried two row's flower basket bolts of 0.6m modulus along basis；
Step 2: assembling floor modules is as base plate, make truss girder flower basket bolt on the basis of the preformed hole of lower boom is inserted in, then with high-strength bolt, the truss girder end between floor modules is attached, respectively the upper and lower chord member in truss girder is carried out level connection joint with tapping screw, make sole shape integral, complete the installation of base plate and basis.
Step 3: assembling first floor wall body module, first lifting L-shaped wall body module and T-shaped wall body module, make the flower basket bolt in wall body module insert in the top boom preformed hole of truss girder to position, in truss girder with supporting sleeve by wall body module with on the basis of flower basket bolt be connected, with tapping screw, truss girder top boom is connected with the lower cross slide way of wall body module from bottom to top, completes wall body module and be connected with the vertical of floor modules；Then lifting common wall module and the shape wall body module that punches, the cavity formed by vertical edges column between wall body module inserts wall body module horizontal connector, finally from side tapping screw, the vertical edges column of adjacent two bodies of wall is connected with wall body module horizontal connector, completes the level connection joint between wall body module；
Step 4: then lifting common wall module and the shape wall body module that punches, the cavity formed by vertical edges column between wall body module inserts wall body module horizontal connector, finally from side tapping screw, the vertical edges column of adjacent two bodies of wall is connected with wall body module horizontal connector, completes the level connection joint between wall body module；
Step 5: lifting first floor plate module, the preformed hole of the lower boom of truss girder in floor modules is inserted on the flower basket bolt at the one layer of body of wall top assembled, and with sleeve connection, connection between floor modules is carried out by step 2, is then connected with the upper cross slide way of lower floor body of wall by lower boom from top to bottom with tapping screw in truss girder；
Step 6: with first floor plate as base plate, repeat step 3, four, five, multiple structure can be formed.
Claims (6)
1. a modular assembly formula light gauge cold-formed steel shape wallboard structural system, it is characterised in that: light gauge cold-formed steel shape wallboard structural system includes between common wall module (1), the shape that punches wall body module (2), L-shaped wall body module (3), T-shaped wall body module (4), floor modules (5), wall body module between connected mode (6), body of wall and floor modules connected mode (8) between connected mode (7), floor modules；Common wall module (1), the shape that punches wall body module (2), L-shaped wall body module (3), T-shaped wall body module (4) are sequentially connected the vertical agent structure of composition light gauge cold-formed steel shape wallboard structural system；Floor modules (5) is assemblied to form the level of light gauge cold-formed steel shape wallboard structural system successively to agent structure；By connected mode (8) assembly between floor modules between each floor modules (5), it is connected by connected mode (7) between body of wall with floor modules between vertical agent structure with floor modules (5)；
Described common wall module (1) is for produce prefabricated assembled wall by the building module of 1.2m on industrial flow-line, common wall module (1) includes light gauge cold-formed steel shape skeleton (101), shingle nail (14), insulation material (15), flower basket bolt (17), body of wall anti-pulling connector (18), tapping screw (19), wherein, light gauge cold-formed steel shape skeleton (101) is connected by tapping screw (19) with shingle nail (14), insulation material (15) is inserted in light gauge cold-formed steel shape skeleton (101) as heat-insulation layer, body of wall anti-pulling connector (18) is connected by tapping screw (19) with light gauge cold-formed steel shape skeleton (101), flower basket bolt (17) is screwed in the nut of body of wall anti-pulling connector (18)；Light gauge cold-formed steel shape skeleton (101) includes common wall central post (10), lock riveting (16), cross slide way (20), vertical edges column (21), cross-brace (22), wherein, cross slide way (20) two ends are connected composition framework with vertical edges column (21) by lock riveting (16), being connected composition cross structure with vertical edges column (21) middle part by lock riveting (16) in cross-brace (22), cross structure embeds framework and connects composition light gauge cold-formed steel shape skeleton (101) by lock riveting (16)；
The described shape wall body module (2) that punches is for produce the prefabricated shape assembled wall that punches by the building module of 1.2m on industrial flow-line, the shape that punches wall body module (2) includes shape light gauge cold-formed steel shape skeleton (201) that punches, shingle nail (14), insulation material (15), flower basket bolt (17), body of wall anti-pulling connector (18), tapping screw (19), wherein, the shape that punches light gauge cold-formed steel shape skeleton (201) is connected by tapping screw (19) with shingle nail (14), insulation material (15) is inserted as heat-insulation layer and is punched in shape light gauge cold-formed steel shape skeleton (201), body of wall anti-pulling connector (18) is connected by tapping screw (19) with light gauge cold-formed steel shape skeleton (201), flower basket bolt (17) is screwed in the nut of body of wall anti-pulling connector (18)；The shape that punches light gauge cold-formed steel shape skeleton (201) includes punch shape body of wall central post (11), lock riveting (16), cross slide way (20), vertical edges column (21), cross-brace (22), wherein, cross slide way (20) two ends are connected composition outside framework with vertical edges column (21) by lock riveting (16)；Being connected by lock riveting (16) with shape body of wall central post (11) that punches in cross-brace (22) forms with the inner frame at hole, and the inner frame with hole embeds in outside framework and combines cross slide way (20) and is connected composition with shape body of wall central post (11) that punches punches shape light gauge cold-formed steel shape skeleton (201) by locking riveting (16)；
Described L-shaped wall body module (3) is for produce prefabricated L-shaped assembled wall by the building module of 0.6m on industrial flow-line, L-shaped wall body module (3) includes L-shaped light gauge cold-formed steel shape skeleton (301), shingle nail (14), insulation material (15), flower basket bolt (17), body of wall anti-pulling connector (18), tapping screw (19), wherein, L-shaped light gauge cold-formed steel shape skeleton (301) is connected by tapping screw (19) with shingle nail (14), insulation material (15) is inserted in L-shaped light gauge cold-formed steel shape skeleton (301) as heat-insulation layer, body of wall anti-pulling connector (18) is connected by tapping screw (19) with L-shaped light gauge cold-formed steel shape skeleton (301), flower basket bolt (17) is screwed in the nut of body of wall anti-pulling connector (18)；L-shaped light gauge cold-formed steel shape skeleton (301) includes L-shaped body of wall central post (12), lock riveting (16), cross slide way (20), vertical edges column (21), cross-brace (22), diagonal brace (23), wherein, cross slide way (20) one end and vertical edges column (21), the other end is connected composition L-shaped framework with L-shaped body of wall central post (12) by lock riveting (16), cross-brace (22) is connected with vertical edges column (21) middle part with one end, the other end connects through lock riveting (3) with L-shaped body of wall central post (12) middle part and is connected, diagonal brace (23) one end is connected with L-shaped body of wall central post (12) end, the other end is connected by lock riveting (3) with vertical edges column (21) middle part；
Described T-shaped wall body module (4) is for produce prefabricated T-shaped assembled wall by the building module of 0.6m on industrial flow-line, T-shaped wall body module (4) includes T-shaped light gauge cold-formed steel shape skeleton (401), shingle nail (14), insulation material (15), flower basket bolt (17), body of wall anti-pulling connector (18), tapping screw (19), wherein, T-shaped light gauge cold-formed steel shape skeleton (301) is connected by tapping screw (19) with shingle nail (14), insulation material (15) is inserted in T-shaped light gauge cold-formed steel shape skeleton (301) as heat-insulation layer, body of wall anti-pulling connector (18) is connected by tapping screw (19) with T-shaped light gauge cold-formed steel shape skeleton (401), flower basket bolt (17) is screwed in the nut of body of wall anti-pulling connector (18)；T-shaped light gauge cold-formed steel shape skeleton (401) includes T-shaped body of wall central post (13), lock riveting (16), cross slide way (20), vertical edges column (21), cross-brace (22), diagonal brace (23), wherein, cross slide way (20) one end and vertical edges column (21), the other end is connected composition T-shaped framework with T-shaped body of wall central post (13) by lock riveting (16), cross-brace (22) is connected with vertical edges column (21) middle part with one end, the other end connects through lock riveting (3) with T-shaped body of wall central post (13) middle part and is connected, diagonal brace (23) one end is connected with T-shaped body of wall central post (13) end, the other end is connected by lock riveting (3) with vertical edges column (21) middle part；
Described floor modules (5) is for produce prefabricated girder truss-corrugated steel-lightweight concrete composition floor by the building module of 2.4m on industrial flow-line, and floor modules (5) includes truss girder (501), square tube secondary beam (502), corrugated steel (503), steel wire (504), lightweight concrete (505)；Wherein, four rectangular layouts of truss girder (501), by connecting the peripheral truss of the perpendicular web member composition of end with tapping screw (19), square tube secondary beam (502) is arranged along floor modules (5) short direction with 1.2m spacing, two ends are connected by tapping screw (19) with the perpendicular web member in truss girder (501), corrugated steel (503) is laid in square tube secondary beam (502) and above and connects with tapping screw (19), steel wire (504) is laid on corrugated steel (503), it is that template pours lightweight concrete (505) with peripheral truss and corrugated steel (503), it is prefabricated into the floor modules (5) of girder truss-corrugated steel-lightweight concrete；
Vertical edges column (21) during connected mode (6) is two adjacent wall body modules between described wall body module is formed by connecting by tapping screw (19) with wall body module horizontal connector (9), wall body module horizontal connector (9) is two back-to-back C-type steel to be formed by connecting by lock riveting (16), realizes in system the level connection joint between each wall body module by connected mode between wall body module (6)；
Between described body of wall and floor modules, connected mode (7) is divided into connected mode (702) between connected mode between interior wall and floor modules (701), exterior wall and floor modules；Between interior wall with floor modules, connected mode (701) is that upper and lower layer inner wall module (1) and two adjacent truss girders (501) are formed by connecting by flower basket bolt (17), tapping screw (19), between exterior wall and floor modules, connected mode (702) is that upper and lower layer exterior wall module (1) and truss girder (501) are formed by connecting by flower basket bolt (17), tapping screw (19), realizes each wall body module in system by connected mode between body of wall with floor modules (7) and vertical between floor modules being connected；
Between described floor modules, connected mode (8) is end high-strength bolt (24) connection of two adjacent truss girders (501)；The end of truss girder (501) is erected web member by three C-type steel and is formed, and perpendicular web member has three row's bolts hole at web, and the most upper and lower is the bolt hole of two minor diameters, need to be applied in combination；When only two modules use upper and lower two stove bolt holes or a middle king-bolt hole to be attached by high-strength bolt (24) when one direction is attached, when there being four modules to connect in both direction, two kinds of combinations need to use in both direction respectively.
A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system the most according to claim 1, it is characterised in that: L-shaped body of wall central post (12) is that four C-type steel connect the L-shaped compound section formed by lock riveting (16)；T-shaped body of wall central post (13) is that four C-type steel connect the T-shaped compound section formed by lock riveting (16)；Vertical edges column (21) is a single u-shaped steel and C-type steel connects the compound section formed back-to-back by lock riveting (16)；Cross slide way (20), cross-brace (22) are the U-shaped steel of cold bending thin wall of wall thickness 1.0mm-2.5mm；Common wall central post (10), the shape that punches body of wall central post (11), diagonal brace (23) are the cold-formed thin-walled C steel of wall thickness 0.75mm-2.5mm；Flower basket bolt (17) is M8-M16 with the model of high-strength bolt (24).
A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system the most according to claim 1, it is characterized in that: shingle nail (14) is profiled sheet or 10-20mm cement fibrolite plate, plasterboard, calcium silicate board, the oriented wood chipboard of 0.45-1mm, the spacing being connected by tapping screw (6) with light gauge cold-formed steel shape skeleton (101) not should be greater than 300mm.
A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system the most according to claim 1, it is characterized in that: insulation material (15) is foam cement, polystyrene foam, extruded sheet, hard polyurethane foam, glass cotton light heat insulation material, its dry density is 100-300Kg/m3, comprcssive strength is not less than 2Mpa, and heat conductivity is less than 0.055w/m.k.
A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system, it is characterised in that: production method is as follows,
The production method of wall body module:
When being embodied as, first in factory's blanking and process required C-type steel, C-type steel is connected by lock riveting (16) and forms common wall central post (10), the shape that punches body of wall central post (11), L-shaped body of wall central post (12), T-shaped body of wall central post (13) respectively；Then according to the good cross slide way of modular dimension (1.2m) blanking (20) of wall body module, vertical edges column (21), cross-brace (22), diagonal brace (23), above-mentioned component is carried out on factory lines pre-determined bit and is attached forming light gauge cold-formed steel shape skeleton (101), the shape that punches light gauge cold-formed steel shape skeleton (201), shape light gauge cold-formed steel shape skeleton (301), T-shaped light gauge cold-formed steel shape skeleton (401) respectively with lock riveting (16)；
Above-mentioned light gauge cold-formed steel shape skeleton (101), the shape that punches light gauge cold-formed steel shape skeleton (201), shape light gauge cold-formed steel shape skeleton (301), the body of wall anti-pulling connector (18) of T-shaped light gauge cold-formed steel shape skeleton (401) are installed in place, and the end of vertical edges column (21) it is fixed on tapping screw (19), then flower basket bolt (17) upper end is screwed in body of wall anti-pulling connector (18)；
Insulation material (15) is respectively filled in above-mentioned light gauge cold-formed steel shape skeleton (101), the shape that punches light gauge cold-formed steel shape skeleton (201), shape light gauge cold-formed steel shape skeleton (301), T-shaped light gauge cold-formed steel shape skeleton (401) as heat-insulation layer；Then according to the arrangement of tapping screw, shingle nail (14) tapping screw (19) is fixed on above-mentioned light gauge cold-formed steel shape skeleton, completes common wall module (1), the shape that punches wall body module (2), L-shaped wall body module (3), the making of T-shaped wall body module (4)；
The production method of floor modules:
nullWhen being embodied as，First in factory's blanking and process required C-type steel and U-shaped steel，And on U-shaped steel, the double-row hole of a diameter of 25mm is opened by the modulus of 1.2m，C-type steel is connected formation truss girder (501) with U-shaped steel by lock riveting (16)，Four rectangular layouts of truss girder (501)，By connecting the peripheral truss of the perpendicular web member composition of end with tapping screw (19)，Square tube secondary beam (502) is arranged along floor modules (5) short direction with 1.2m spacing，Two ends are connected by tapping screw (19) with the perpendicular web member in truss girder (501)，Corrugated steel (503) is laid in square tube secondary beam (502) and above and connects with tapping screw (19)，Steel wire (504) is laid on corrugated steel (503)，It is that template pours lightweight concrete (505) with peripheral truss and corrugated steel (503)，It is prefabricated into the floor modules (5) of girder truss-corrugated steel-lightweight concrete；
The connected mode of modular assembly formula light gauge cold-formed steel shape wallboard structural system:
After the adjacent two wall body module liftings in left and right are in place, the cavity formed by vertical edges column (21) between wall body module inserts wall body module horizontal connector (9), finally from side tapping screw (19) the vertical edges column (21) of adjacent two bodies of wall is connected with wall body module horizontal connector (9) and forms connected mode (6) between wall body module；
After lower floor's wall body module lifting is in place, the preformed hole of the lower boom of truss girder (501) in floor modules (5) is inserted on the flower basket bolt (17) at the one layer of body of wall top assembled, then by the preformed hole of the lower boom of truss girder (501) in the flower basket bolt (17) insertion floor modules (5) of upper walls module, and with sleeve by upper, flower basket bolt (17) in lower floor's wall body module connects, truss girder top boom is connected with the lower cross slide way (20) of upper walls module by truss girder (501) from bottom to top with tapping screw (19), with tapping screw (19), truss girder lower boom is connected with the upper cross slide way (20) of lower floor wall body module from top to bottom；The cross slide way (20) of upper and lower layer inner wall module and two adjacent truss girders (501) connect connected mode (701) between formation interior wall and floor modules by flower basket bolt (17), tapping screw (19)；The cross slide way (20) of upper and lower layer exterior wall module and truss girder (501) connect connected mode (702) between formation exterior wall and floor modules by flower basket bolt (17), tapping screw (19)；Connected mode (7) between body of wall and floor modules is formed by connected mode (702) between connected mode between interior wall and floor modules (701) and exterior wall and floor modules；
The end high-strength bolt of the truss girder (501) between two floor modules (5) is attached, and the upper and lower chord member of truss girder (501) carries out, with self-drilling connection, forming connected mode (8) between floor modules；
By connected mode (8) comprising modules assembled light gauge cold-formed steel shape wallboard structural system between connected mode (7), floor modules between connected mode (6), body of wall and floor modules between common wall module (1), the shape that punches wall body module (2), L-shaped wall body module (3), T-shaped wall body module (4), floor modules (5), wall body module.
A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system, it is characterised in that: the method for construction of this system is as follows,
Step one: carry out continuous foundation construction according to construction drawing, presses the pre-buried two row's flower basket bolts of 0.6m modulus along basis；
Step 2: assembling floor modules is as base plate, make truss girder flower basket bolt on the basis of the preformed hole of lower boom is inserted in, then with high-strength bolt, the truss girder end between floor modules is attached, respectively the upper and lower chord member in truss girder is carried out level connection joint with tapping screw, make sole shape integral, complete the installation of base plate and basis；
Step 3: assembling first floor wall body module, first lifting L-shaped wall body module and T-shaped wall body module, make the flower basket bolt in wall body module insert in the top boom preformed hole of truss girder to position, in truss girder with supporting sleeve by wall body module with on the basis of flower basket bolt be connected, with tapping screw, truss girder top boom is connected with the lower cross slide way of wall body module from bottom to top, completes wall body module and be connected with the vertical of floor modules；Then lifting common wall module and the shape wall body module that punches, the cavity formed by vertical edges column between wall body module inserts wall body module horizontal connector, finally from side tapping screw, the vertical edges column of adjacent two bodies of wall is connected with wall body module horizontal connector, completes the level connection joint between wall body module；
Step 4: then lifting common wall module and the shape wall body module that punches, the cavity formed by vertical edges column between wall body module inserts wall body module horizontal connector, finally from side tapping screw, the vertical edges column of adjacent two bodies of wall is connected with wall body module horizontal connector, completes the level connection joint between wall body module；
Step 5: lifting first floor plate module, the preformed hole of the lower boom of truss girder in floor modules is inserted on the flower basket bolt at the one layer of body of wall top assembled, and with sleeve connection, connection between floor modules is carried out by step 2, is then connected with the upper cross slide way of lower floor body of wall by lower boom from top to bottom with tapping screw in truss girder；
Step 6: with first floor plate as base plate, repeat step 3, four, five, form multiple structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610231788.6A CN105863110B (en) | 2016-04-14 | 2016-04-14 | A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610231788.6A CN105863110B (en) | 2016-04-14 | 2016-04-14 | A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105863110A true CN105863110A (en) | 2016-08-17 |
| CN105863110B CN105863110B (en) | 2018-02-09 |
Family
ID=56637457
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610231788.6A Expired - Fee Related CN105863110B (en) | 2016-04-14 | 2016-04-14 | A kind of modular assembly formula light gauge cold-formed steel shape wallboard structural system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105863110B (en) |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522373A (en) * | 2016-11-30 | 2017-03-22 | 中国冶集团有限公司 | Construction method of multi-layer container house |
| CN106759866A (en) * | 2016-12-27 | 2017-05-31 | 浙江圣鑫建设有限公司 | A kind of lightweight steel frame light gauge cold-formed steel shape wall composite construction building construction system |
| CN106918268A (en) * | 2016-09-30 | 2017-07-04 | 何加圣 | A kind of spliced military pillbox |
| CN106958292A (en) * | 2017-04-14 | 2017-07-18 | 西藏藏建科技股份有限公司 | A kind of prefabricated buildings based on light gauge cold-formed steel shape |
| CN107190884A (en) * | 2017-06-09 | 2017-09-22 | 东南大学 | A kind of new many high-rise hot-rolled steel section composite light-weight steel shear wall combined structure systems |
| CN108104264A (en) * | 2017-12-18 | 2018-06-01 | 长安大学 | A kind of concrete frame-light gauge cold-formed steel shape mixed structure housing building system |
| CN108589976A (en) * | 2018-05-05 | 2018-09-28 | 吴联凯 | A kind of construction wall Modularized splice method |
| CN109057040A (en) * | 2018-09-21 | 2018-12-21 | 湖南大学 | A kind of clod wash lightweight steel construction system and assembled wall skeleton structure |
| WO2019046974A1 (en) * | 2017-09-11 | 2019-03-14 | 10163511 Canada Inc. | Wall module for buildings |
| CN109629711A (en) * | 2019-01-14 | 2019-04-16 | 重庆大学 | A kind of superposed type corrugated sheet steel wall Core Walls Structure-light gauge cold-formed steel shape composite wall structure |
| CN110485598A (en) * | 2019-07-26 | 2019-11-22 | 北京建筑大学 | A kind of light steel energy consumption wall of the assembled of the U-shaped mild steel damper of band and its connection type |
| CN110778016A (en) * | 2019-11-08 | 2020-02-11 | 曲圣玉 | External enclosure system of assembled steel structure house suitable for severe cold area |
| CN112962916A (en) * | 2021-02-08 | 2021-06-15 | 斯迈普电梯(中国)有限公司 | Novel cold-formed thin-walled steel elevator well |
| CN112962915A (en) * | 2021-02-08 | 2021-06-15 | 斯迈普电梯(中国)有限公司 | Ring beam reinforced cold-formed thin-wall steel elevator shaft system |
| CN112962914A (en) * | 2021-02-08 | 2021-06-15 | 斯迈普电梯(中国)有限公司 | Light steel keel elevator shaft system with through columns |
| CN113216559A (en) * | 2021-02-08 | 2021-08-06 | 斯迈普电梯(中国)有限公司 | Beam-through type light steel keel elevator hoistway system |
| CN113719178A (en) * | 2021-08-13 | 2021-11-30 | 北京建筑大学 | Self-piercing riveted corrugated steel plate center clad cold-bending section steel shear wall and manufacturing method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000309991A (en) * | 1999-03-31 | 2000-11-07 | Sorofurekkusu Inc | Module type building panel and wall-surface constructing method using the panel |
| CN101487305A (en) * | 2009-01-22 | 2009-07-22 | 李秋义 | Self-bearing self-heat preserving assembly type building external wall system |
| US20100058687A1 (en) * | 2008-09-05 | 2010-03-11 | Normand Bernard M | Method of constructing a multi-storey building using prefabricated modular panels |
| CN203008410U (en) * | 2012-12-20 | 2013-06-19 | 沈阳瑞福工业住宅有限公司 | Modularized overall moving house |
| CN103821276A (en) * | 2014-03-05 | 2014-05-28 | 沈阳中正易建现代建筑工程有限公司 | Novel assembly-type modular building system |
| CN104912230A (en) * | 2015-06-16 | 2015-09-16 | 北京工业大学 | Modular assembly type composite wall and connecting mode thereof |
| CN104947788A (en) * | 2015-06-18 | 2015-09-30 | 北京大工简筑科技有限公司 | DGC modular fabricated building system and building method thereof |
| CN105401732A (en) * | 2016-02-03 | 2016-03-16 | 中国核工业华兴建设有限公司 | Assembling method of large steel structure module of nuclear power plant |
-
2016
- 2016-04-14 CN CN201610231788.6A patent/CN105863110B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000309991A (en) * | 1999-03-31 | 2000-11-07 | Sorofurekkusu Inc | Module type building panel and wall-surface constructing method using the panel |
| US20100058687A1 (en) * | 2008-09-05 | 2010-03-11 | Normand Bernard M | Method of constructing a multi-storey building using prefabricated modular panels |
| CN101487305A (en) * | 2009-01-22 | 2009-07-22 | 李秋义 | Self-bearing self-heat preserving assembly type building external wall system |
| CN203008410U (en) * | 2012-12-20 | 2013-06-19 | 沈阳瑞福工业住宅有限公司 | Modularized overall moving house |
| CN103821276A (en) * | 2014-03-05 | 2014-05-28 | 沈阳中正易建现代建筑工程有限公司 | Novel assembly-type modular building system |
| CN104912230A (en) * | 2015-06-16 | 2015-09-16 | 北京工业大学 | Modular assembly type composite wall and connecting mode thereof |
| CN104947788A (en) * | 2015-06-18 | 2015-09-30 | 北京大工简筑科技有限公司 | DGC modular fabricated building system and building method thereof |
| CN105401732A (en) * | 2016-02-03 | 2016-03-16 | 中国核工业华兴建设有限公司 | Assembling method of large steel structure module of nuclear power plant |
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106918268B (en) * | 2016-09-30 | 2019-03-01 | 何加圣 | A kind of spliced military pillbox |
| CN106918268A (en) * | 2016-09-30 | 2017-07-04 | 何加圣 | A kind of spliced military pillbox |
| CN106522373A (en) * | 2016-11-30 | 2017-03-22 | 中国冶集团有限公司 | Construction method of multi-layer container house |
| CN106759866A (en) * | 2016-12-27 | 2017-05-31 | 浙江圣鑫建设有限公司 | A kind of lightweight steel frame light gauge cold-formed steel shape wall composite construction building construction system |
| CN106759866B (en) * | 2016-12-27 | 2017-12-01 | 浙江圣鑫建设有限公司 | A kind of lightweight steel frame light gauge cold-formed steel shape wall composite construction building construction system |
| CN106958292A (en) * | 2017-04-14 | 2017-07-18 | 西藏藏建科技股份有限公司 | A kind of prefabricated buildings based on light gauge cold-formed steel shape |
| CN107190884A (en) * | 2017-06-09 | 2017-09-22 | 东南大学 | A kind of new many high-rise hot-rolled steel section composite light-weight steel shear wall combined structure systems |
| WO2019046974A1 (en) * | 2017-09-11 | 2019-03-14 | 10163511 Canada Inc. | Wall module for buildings |
| CN108104264A (en) * | 2017-12-18 | 2018-06-01 | 长安大学 | A kind of concrete frame-light gauge cold-formed steel shape mixed structure housing building system |
| CN108589976A (en) * | 2018-05-05 | 2018-09-28 | 吴联凯 | A kind of construction wall Modularized splice method |
| CN109057040A (en) * | 2018-09-21 | 2018-12-21 | 湖南大学 | A kind of clod wash lightweight steel construction system and assembled wall skeleton structure |
| CN109629711A (en) * | 2019-01-14 | 2019-04-16 | 重庆大学 | A kind of superposed type corrugated sheet steel wall Core Walls Structure-light gauge cold-formed steel shape composite wall structure |
| CN110485598A (en) * | 2019-07-26 | 2019-11-22 | 北京建筑大学 | A kind of light steel energy consumption wall of the assembled of the U-shaped mild steel damper of band and its connection type |
| CN110778016A (en) * | 2019-11-08 | 2020-02-11 | 曲圣玉 | External enclosure system of assembled steel structure house suitable for severe cold area |
| CN112962916A (en) * | 2021-02-08 | 2021-06-15 | 斯迈普电梯(中国)有限公司 | Novel cold-formed thin-walled steel elevator well |
| CN112962915A (en) * | 2021-02-08 | 2021-06-15 | 斯迈普电梯(中国)有限公司 | Ring beam reinforced cold-formed thin-wall steel elevator shaft system |
| CN112962914A (en) * | 2021-02-08 | 2021-06-15 | 斯迈普电梯(中国)有限公司 | Light steel keel elevator shaft system with through columns |
| CN113216559A (en) * | 2021-02-08 | 2021-08-06 | 斯迈普电梯(中国)有限公司 | Beam-through type light steel keel elevator hoistway system |
| CN112962916B (en) * | 2021-02-08 | 2021-12-07 | 斯迈普电梯(中国)有限公司 | Cold-formed thin-walled steel elevator shaft |
| CN113719178A (en) * | 2021-08-13 | 2021-11-30 | 北京建筑大学 | Self-piercing riveted corrugated steel plate center clad cold-bending section steel shear wall and manufacturing method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105863110B (en) | 2018-02-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105863110A (en) | Modular assembling type cold-bent thin-wall type steel wall board structural system | |
| JP3218530U (en) | Central assembly steel structure | |
| US7913469B2 (en) | Concrete load-bearing wall with compound heat-insulating layer | |
| CN104912230B (en) | A kind of modular assembly formula combined wall and its connected mode | |
| CN203866966U (en) | Novel assembly type frame core tube steel structure residential housing system | |
| CN105863112A (en) | Modular cold-bent thin-wall type steel combined wall and connection method thereof | |
| CN101139849A (en) | Modular building component and on-site hoisting building method | |
| CN102561513A (en) | Unit cabin type building system | |
| CN105275089A (en) | Fully-prefabricated cold-formed steel house modular unit and assembly connection method | |
| CN206418663U (en) | A kind of prefabricated combined wall board of novel fabricated H types | |
| CN206655314U (en) | The board-like assembling building systems of DGC | |
| CN207794290U (en) | A kind of multilayer light gauge cold-formed steel shape-concrete composite structure building construction system | |
| CN202202412U (en) | Rectangular steel pipe concrete special-shaped column-steel beam framework middle node | |
| CN1888344B (en) | Composite thermal insulation concrete load-bearing wall | |
| CN210086489U (en) | Dry-type connected low-rise assembly type building structure system | |
| CN1632252B (en) | Light steel sealed column framework construction system | |
| CN202202413U (en) | Rectangular steel tube concrete special-shaped column and steel beam frame corner node | |
| CN204676732U (en) | Concrete hollow or sandwiched plate lightweight steel construction assembling body of wall | |
| CN203412169U (en) | Novel groutable non-mortar building block | |
| CN110593397A (en) | Multilayer assembled plate type building | |
| CN106088324B (en) | A kind of difunctional node and the construction practice of the light wall-floor of the light steel-of the formula that is linked and packed | |
| CN202202415U (en) | Side node of rectangular steel pipe concrete special-shaped column and steel beam framework | |
| CN209975803U (en) | Ecological composite wall structure | |
| CN211200692U (en) | Multilayer assembled plate type building | |
| CN203856132U (en) | Cold-formed thin-walled arch-shaped roof truss for buildings |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180209 Termination date: 20210414 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |