CN105908840A - Mounting method for pure board structure assembled house - Google Patents
Mounting method for pure board structure assembled house Download PDFInfo
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- CN105908840A CN105908840A CN201610304649.1A CN201610304649A CN105908840A CN 105908840 A CN105908840 A CN 105908840A CN 201610304649 A CN201610304649 A CN 201610304649A CN 105908840 A CN105908840 A CN 105908840A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/6116—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by locking means on lateral surfaces
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a mounting method for a pure board structure assembled house. The method includes the following steps that (1) foundation treatment is performed; (2) connecting members, compound wall boards and floor boards are selected and machined; (3) the corresponding connecting members are used for bolted fixed connection with ground ring steel beams; (4) lower-layer vertical face wall bodies are in bolted connection with the connecting members on the ground ring steel beams one by one; (5) the connecting members on the upper portions of the lower-layer vertical face wall bodies are in bolted fixed connection; (6) the upper layers of floor boards are in bolted connection with and fixed to the connecting members arranged in the step (5); and (7) the steps are repeated to perform building upwards in sequence till the top layer of floor board is installed and house top sealing is completed. By means of the mounting method for the pure board structure assembled house, rapid and complete assembly and disassembly of the assembled house can be achieved through a firm connection method and a rapid pure board structure connection mode, and the problem of poor integrality of the assembled house is solved.
Description
Technical field
The invention belongs to constructing technology field, house, particularly relate to the installation method of a kind of pure plate structure assembled house.
Background technology
Current existing assembling and splicing structure house mainly have: the foam composite board structure assembly room of light material, steel structure frame prefabricated board assemble room, container-type assembly house.These houses assemble form mainly to be had: nailing anchoring, tapping screw anchoring, pulling rivet anchoring, grafting, welding etc..Even if connector bolt once in a while connects also is primarily directed to what beam column was carried out, more do not fix pure plate structure house and be specifically designed for the series connectors being attached of composite plate corner.This results in existing assembly and assembled house can not realize real quick assembly and disassembly, and the most more can not do multilayer and the assembling of high-rise building owing to connecting.
This is just in the urgent need to a kind of new assembling and assembled junction structure, solves to assemble problem strong with splicing structure house quick assembly and disassembly problem and house globality.
Summary of the invention
The present invention is to solve the problems of the prior art, the installation method of a kind of pure plate structure assembled house is provided, the rapid form that can be connected by the firm way connected and pure plate structure, realize quick, the complete assembly and disassembly of assembled house, solve the problem that assembled house globality is the strongest.
For solving above-mentioned technical problem, the present invention adopts the following technical scheme that the installation method of pure plate structure assembled house, and the method comprises the following steps:
1) carry out basement process, do the geosphere girder steel of unitary construction；
2) the selection processing of connecting elements, combined wall board and floor plates；
Connecting elements includes for the L-type docking L-type split connector of body of wall, the T-shaped split connector for T-shaped docking body of wall and the cross split connector for cross docking body of wall；L-type split connector is made up of floor connecting plate and two wall connecting plates, by two L-shaped arrangements of wall connecting plate, and makes two wall connecting plates vertical with floor connecting plate respectively and fixes to be connected, offer bolt hole respectively on floor connecting plate and two wall connecting plates；T-shaped split connector is made up of two floor connecting plates and three wall connecting plates, first by fixing for two floor connecting plates docking, and make two floor connecting plates be generally aligned in the same plane, by three T-shaped arrangements of wall connecting plate, and make three wall connecting plates vertical with floor connecting plate respectively and fix to be connected, two floor connecting plates and three wall connecting plates offer bolt hole respectively；Cross split connector is made up of four floor connecting plates and four wall connecting plates, first by fixing for four floor connecting plates docking, and make four floor connecting plates be generally aligned in the same plane, it is that cross type is arranged by four wall connecting plates, and make four wall connecting plates vertical with floor connecting plate respectively and fix to be connected, four floor connecting plates and four wall connecting plates offer bolt hole respectively；
Combined wall board is made up of with wallboard the plate that is rigidly connected, light-duty composite precast slab selected by wallboard, the vertical side of wallboard is disposed as cusped edge, and it is respectively provided with breach in the corner of wallboard, then the indentation, there of wallboard is provided with the plate that is rigidly connected matched with described breach, the plate that will be rigidly connected is fixing with described wallboard to be connected, and offers bolt hole being rigidly connected on plate；
Floor plates select light-duty composite precast slab, at the corner location of floor plates on offer bolt hole；
3) corresponding connecting elements and the fixing connection of geosphere girder steel bolt are used；The position docked with geosphere girder steel at L-type docking body of wall arranges L-type split connector, T-shaped split connector is set in the position that T-shaped docking body of wall docks with geosphere girder steel, cross split connector is set in the position that cross docking body of wall docks with geosphere girder steel；
4) lower floor's facade body of wall is carried out bolt connection with the connecting elements on geosphere girder steel one by one；Two wall connecting plates of L-type split connector dock the plate docking that is rigidly connected of two combined wall boards of body of wall respectively with L-type, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；Three wall connecting plates of T-shaped split connector dock with the plate that is rigidly connected of T-shaped three combined wall boards docking body of wall respectively, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；Four wall connecting plates of cross split connector dock with the plate that is rigidly connected of cross four combined wall boards docking body of wall respectively, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；
5) the top connecting elements connecting lower floor's facade body of wall fixed by bolt；Top at L-type docking body of wall arranges L-type split connector, two wall connecting plates of L-type split connector dock the plate docking that is rigidly connected of two combined wall boards of body of wall respectively with L-type, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；Top at T-shaped docking body of wall arranges T-shaped split connector, three wall connecting plates of T-shaped split connector dock with the plate that is rigidly connected of T-shaped three combined wall boards docking body of wall respectively, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；Top at cross docking body of wall arranges cross split connector, four wall connecting plates of cross split connector dock with the plate that is rigidly connected of cross four combined wall boards docking body of wall respectively, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；
6) above the connecting elements arranged in step 5), bolt connects fixing next level laminate；Floor plates is overlapped on the connecting elements arranged in step 5), the floor connecting plate making the L-type split connector arranged in step 5) docks with corresponding floor plates, and make the bolt hole of floor connecting plate corresponding with the bolt hole of floor plates, in corresponding bolt hole, it is each passed through bolt floor connecting plate and the floor plates of docking are connected；Two the floor connecting plates making the T-shaped split connector arranged in step 5) dock with corresponding floor plates respectively, and make the bolt hole of floor connecting plate corresponding with the bolt hole of floor plates, in corresponding bolt hole, it is each passed through bolt floor connecting plate and the floor plates of docking are connected；Four the floor connecting plates making the cross split connector arranged in step 5) dock with corresponding floor plates respectively, and make the bolt hole of floor connecting plate corresponding with the bolt hole of floor plates, in corresponding bolt hole, it is each passed through bolt floor connecting plate and the floor plates of docking are connected；
7) repeat the above steps is the most upwards built, until the floor plates of top layer is installed, house binds completion.
For multilayer permanent housing in described step 1), first ground excavated, backfill, compacting processes, or use foundation pile formal layout, then do the geosphere girder steel of unitary construction；To simple one off houses, directly connect as geosphere girder steel with I-steel.
Described step 2) angle of cusped edge of the vertical side of deadlight is set to 90 °.
The invention has the beneficial effects as follows:
1, being easily assembled to and the point type dismantled connects pure plate structure assembled house, real pure plate structure, it is possible to achieve quickly assembly and disassembly, it is easy to transport, complete batch production is processed, and reduces workman's intensity and operating environment, the environmental pollution of the most less job site.
2, it is easily assembled to and the point type dismantled connects pure plate structure assembled house, thus it is possible to vary tradition builds a house theory, accomplished Wu Liang, without post, without bar, frameless, without grafting, the characteristic of real pure plate structure assembling.This structure has and is easily assembled to and dismantles, and globality is strong, can factorial praluction, it is easy to transport, building cost cost is low, fire prevention, wind resistance, the advantage that shock resistance is strong.The overlap edge number of each lap-joint of floor structure is 3 pieces or 4 pieces (upper and lower body of wall and intermediate floor plate or two docking floor plates), and the combination superposition on these limits serves beam action jointly.Body of wall, as much bigger than the cross-sectional area of cylinder of load-bearing, in the case of meeting intensity and overlap joint equally, than about the thin half of traditional body of wall, increases usable floor area relatively.Every piece of floor plates four limit be the most all wall upper below, the combination extruded up and down, add that every piece of floor of fixing connection of corner is all multiple directions tension simultaneously together with corner in length and breadth.Such overall tensile structure, the precast floor slab more longitudinal than tradition is firm.
3, owing to having above-mentioned characteristic and feature, this house is to replace the revolutionary house substituting simple interim splicing structure that foam composite board fire safety is the highest.
4, good due to the complete of connector and intensity, and the applicable suspension wallboard of such connector is as the characteristic of tie-beam, the feature that globality is strong, for permanent higher level building construction, the mode that can be connected this plate corner be main structure, by modes such as the more weak grafting of bonding strength, bonding, anchorings, every piece of plate four limit is carried out auxiliary and connects (connect design strength and be less than the arm of angle), so that house globality is higher, meeting house, hotel, business offices etc. is built.
5, between deadlight of the present invention and wallboard, between wallboard and floor plates, all by docking the L-type split connector of body of wall for L-type between wallboard with ground, T-shaped split connector for T-shaped docking body of wall and the cross split connector for cross docking body of wall are attached, this attachment structure is different and existing assembled room, steel structure frame prefabricated board assembles room and container-type assembly house, its rapid form connected by the firm way connected and pure plate structure, achieve the quick of assembled house, complete assembly and disassembly, solve the problem that assembled house globality is the strongest, realize real quick assembly and disassembly, and multilayer and the assembling of high-rise building can be done.
Accompanying drawing explanation
Fig. 1 is the front view of L-type split connector in the present invention；
Fig. 2 is the top view of L-type split connector in the present invention；
Fig. 3 is the left view of L-type split connector in the present invention；
Fig. 4 is the front view of T-shaped split connector in the present invention；
Fig. 5 is the top view of T-shaped split connector in the present invention；
Fig. 6 is the left view of T-shaped split connector in the present invention；
Fig. 7 is the front view of cross split connector in the present invention；
Fig. 8 is the top view of cross split connector in the present invention；
Fig. 9 is the left view of cross split connector in the present invention；
Figure 10 is the front view of combined wall board in the present invention；
Figure 11 is the top view of combined wall board in the present invention；
Figure 12 is the left view of combined wall board in the present invention；
Figure 13 is the structural representation of embodiment one
Figure 14 is the connection diagram that in embodiment one, connector and combined wall board overlook direction；
Figure 15 is the structural representation of embodiment two
Figure 16 is the connection diagram that in embodiment two, connector and combined wall board overlook direction.
Detailed description of the invention
Embodiment one:
As shown in Fig. 1 to Figure 14, the installation method of a kind of pure plate structure assembled house of the present invention, the method comprises the following steps:
1) basement process is carried out；For multilayer permanent housing, first ground excavated, backfill, compacting processes, or use foundation pile formal layout, then do the geosphere girder steel of unitary construction；To simple one off houses, directly connect as geosphere girder steel with I-steel.
2) the selection processing of connecting elements, combined wall board and floor plates；
Connecting elements includes for the L-type docking L-type split connector 2 of body of wall, the T-shaped split connector 4 for T-shaped docking body of wall and the cross split connector 6 for cross docking body of wall；L-type split connector 2 is made up of floor connecting plate 22 and two wall connecting plates 21, by two L-shaped arrangements of wall connecting plate 21, and make two wall connecting plates 21 vertical with floor connecting plate 22 respectively and fix to be connected, floor connecting plate 22 and two wall connecting plates 21 offer bolt hole 5 respectively；T-shaped split connector 4 is made up of two floor connecting plates 42 and three wall connecting plates 41, first by fixing for two floor connecting plates 42 docking, and make two floor connecting plates 42 be generally aligned in the same plane, by three T-shaped arrangements of wall connecting plate 41, and make three wall connecting plates 41 vertical with floor connecting plate 42 respectively and fix to be connected, two floor connecting plates 42 and three wall connecting plates 41 offer bolt hole 5 respectively；Cross split connector 6 is made up of four floor connecting plates 62 and four wall connecting plates 61, first by fixing for four floor connecting plates 62 docking, and make four floor connecting plates 62 be generally aligned in the same plane, four wall connecting plates 61 are arranged in cross type, and make four wall connecting plates 61 vertical with floor connecting plate 62 respectively and fix to be connected, four floor connecting plates 62 and four wall connecting plates 61 offer bolt hole respectively；
Combined wall board 1 is made up of with wallboard 12 plate 11 that is rigidly connected, light-duty composite precast slab selected by wallboard 12, the vertical side of wallboard 12 is disposed as cusped edge 13, the angle α of this cusped edge 13 is set to 90 °, and it is respectively provided with breach in the corner of wallboard 12, then the indentation, there of wallboard 12 is provided with the plate 11 that is rigidly connected matched with described breach, and the plate 11 that will be rigidly connected is fixing with described wallboard 12 to be connected, and offers bolt hole 5 being rigidly connected on plate 11；
Floor plates 3 selects light-duty composite precast slab, at the corner location of floor plates 3 on offer bolt hole 5；
3) corresponding connecting elements and the fixing connection of geosphere girder steel bolt are used；The position docked with geosphere girder steel at L-type docking body of wall arranges L-type split connector 2, T-shaped split connector 4 is set in the position that T-shaped docking body of wall docks with geosphere girder steel, cross split connector 6 is set in the position that cross docking body of wall docks with geosphere girder steel；
4) lower floor's facade body of wall is carried out bolt connection with the connecting elements on geosphere girder steel one by one；The plate 11 that is rigidly connected of two combined wall boards 1 that two wall connecting plates 21 of L-type split connector 2 dock body of wall respectively with L-type docks, the bolt hole 5 making wall connecting plate 21 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, and is each passed through bolt and wall connecting plate 21 and the combined wall board 1 of docking is connected in corresponding bolt hole 5；Three wall connecting plates 41 of T-shaped split connector 4 plate 11 that is rigidly connected with T-shaped three combined wall boards 1 docking body of wall respectively docks, the bolt hole 5 making wall connecting plate 41 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, and is each passed through bolt and wall connecting plate 41 and the combined wall board 1 of docking is connected in corresponding bolt hole 5；Four wall connecting plates 41 of cross split connector 6 plate 11 that is rigidly connected with cross four combined wall boards 1 docking body of wall respectively docks, the bolt hole 5 making wall connecting plate 61 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, and is each passed through bolt and wall connecting plate 61 and the combined wall board 1 of docking is connected in corresponding bolt hole 5；
5) the top connecting elements connecting lower floor's facade body of wall fixed by bolt；Top at L-type docking body of wall arranges L-type split connector 2, the plate 11 that is rigidly connected of two combined wall boards 1 that two wall connecting plates 21 of L-type split connector 2 dock body of wall respectively with L-type docks, the bolt hole 5 making wall connecting plate 21 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, and is each passed through bolt and wall connecting plate 21 and the combined wall board 1 of docking is connected in corresponding bolt hole 5；Top at T-shaped docking body of wall arranges T-shaped split connector 4, three wall connecting plates 21 of T-shaped split connector 4 plate 11 that is rigidly connected with T-shaped three combined wall boards 1 docking body of wall respectively docks, the bolt hole 5 making wall connecting plate 41 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, and is each passed through bolt and wall connecting plate 41 and the combined wall board 1 of docking is connected in corresponding bolt hole 5；Top at cross docking body of wall arranges cross split connector 6, four wall connecting plates 61 of cross split connector 6 plate 11 that is rigidly connected with cross four combined wall boards 1 docking body of wall respectively docks, the bolt hole 5 making wall connecting plate 61 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, and is each passed through bolt and wall connecting plate 61 and the combined wall board 1 of docking is connected in corresponding bolt hole 5；
6) above the connecting elements arranged in step 5), bolt connects fixing next level laminate；Floor plates is overlapped on the connecting elements arranged in step 5), the floor connecting plate 22 making the L-type split connector 2 arranged in step 5) docks with corresponding floor plates 3, and make the bolt hole 5 of floor connecting plate 22 corresponding with the bolt hole 5 of floor plates 3, in corresponding bolt hole 5, it is each passed through bolt floor connecting plate 22 and the floor plates 3 of docking are connected；Two the floor connecting plates 42 making the T-shaped split connector 4 arranged in step 5) dock with corresponding floor plates 3 respectively, and make the bolt hole 5 of floor connecting plate 42 corresponding with the bolt hole 5 of floor plates 3, in corresponding bolt hole 5, it is each passed through bolt floor connecting plate 42 and the floor plates 3 of docking are connected；Four the floor connecting plates 62 making the cross split connector 6 arranged in step 5) dock with corresponding floor plates 3 respectively, and make the bolt hole 5 of floor connecting plate 62 corresponding with the bolt hole 5 of floor plates 3, in corresponding bolt hole 5, it is each passed through bolt floor connecting plate 62 and the floor plates 3 of docking are connected.
7) repeat the above steps is the most upwards built, until the floor plates of top layer is installed, house binds completion.
Embodiment one is applicable to exist the installation of the pure plate structure assembled house of L-type docking body of wall, T-shaped docking body of wall and cross docking body of wall simultaneously.
The pure plate structure assembled house structure built by the installation method of the pure plate structure assembled house of the present embodiment one is as follows, it includes wallboard 12 and floor plates 3, wallboard 12 and floor plates 3 all select light-duty composite precast slab, preferably with pre-manufactured steel skeleton cement foamed composite board, it also includes for the L-type docking L-type split connector 2 of body of wall, the T-shaped split connector 4 for T-shaped docking body of wall and the cross split connector 6 for cross docking body of wall.
L-type split connector 2 is made up of floor connecting plate 22 and two wall connecting plates 21, two L-shaped arrangements of wall connecting plate 21, two wall connecting plates 21 are vertical with floor connecting plate 22 respectively and fixing to be connected, and floor connecting plate 22 and two wall connecting plates 21 offer bolt hole 5 respectively.
T-shaped split connector 4 is made up of two floor connecting plates 42 and three wall connecting plates 41, two floor connecting plates 42 are fixed docking and are generally aligned in the same plane, three T-shaped arrangements of wall connecting plate 41, three wall connecting plates 41 are vertical with floor connecting plate 42 respectively and fixing to be connected, and two floor connecting plates 42 and three wall connecting plates 41 offer bolt hole 5 respectively.
Cross split connector 6 is made up of four floor connecting plates 62 and four wall connecting plates 61, four floor connecting plates 62 are fixed docking and are generally aligned in the same plane, four wall connecting plates 61 are arranged in cross type, four wall connecting plates 61 are vertical with floor connecting plate 62 respectively and fixing to be connected, and four floor connecting plates 62 and four wall connecting plates 61 offer bolt hole 5 respectively.
The vertical side of described wallboard 12 is disposed as cusped edge 13, the angle α of cusped edge is 90 °, and the corner of described wallboard 12 is provided with breach, the indentation, there of wallboard 12 is provided with the plate 11 that is rigidly connected matched with described breach, the plate 11 that is rigidly connected is fixing with described wallboard 12 to be connected, being rigidly connected on plate 11 and offer bolt hole 5, the plate 11 that is rigidly connected constitutes combined wall board 1 with described wallboard 12.
Bolt hole 5 is offered at the corner location of described floor plates 3.
Multiple combined wall boards 1 connect formation wall frame, the top of wall frame sets up described floor plates 3 Component units floor, the cusped edge of the most adjacent combined wall board 1 docks mutually, it is provided with described L-type split connector 2 at L-type docking body of wall, the plate 11 that is rigidly connected of two combined wall boards 1 that two wall connecting plates 21 of L-type split connector 2 dock body of wall respectively with L-type docks, and the bolt hole 5 of wall connecting plate 21 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, it is each passed through bolt in corresponding bolt hole 5 and wall connecting plate 21 and the combined wall board 1 of docking are connected；The floor connecting plate 22 of L-type split connector 2 docks with corresponding floor plates 3, and the bolt hole 5 of floor connecting plate 22 is corresponding with the bolt hole 5 of floor plates 3, is each passed through bolt and floor connecting plate 22 and the floor plates 3 of docking is connected in corresponding bolt hole 5.
Described T-shaped split connector 4 it is provided with at T-shaped docking body of wall, three wall connecting plates 41 of T-shaped split connector 4 plate 11 that is rigidly connected with T-shaped three combined wall boards 1 docking body of wall respectively docks, and the bolt hole 5 of wall connecting plate 41 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, it is each passed through bolt in corresponding bolt hole 5 and wall connecting plate 41 and the combined wall board 1 of docking are connected；Two floor connecting plates 42 of T-shaped split connector 4 dock with corresponding floor plates 3 respectively, and the bolt hole of floor connecting plate 42 is corresponding with the bolt hole of floor plates 3, it is each passed through bolt in corresponding bolt hole 5 and floor connecting plate 42 and the floor plates 3 of docking are connected.
Described cross split connector 6 it is provided with at cross docking body of wall, four wall connecting plates 61 of cross split connector 6 plate 11 that is rigidly connected with cross four combined wall boards 1 docking body of wall respectively docks, and the bolt hole 5 of wall connecting plate 61 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, it is each passed through bolt in corresponding bolt hole 5 and wall connecting plate 61 and the combined wall board 1 of docking are connected；Four floor connecting plates 62 of cross split connector 6 dock with corresponding floor plates 3 respectively, and the bolt hole of floor connecting plate 62 is corresponding with the bolt hole of floor plates 3, it is each passed through bolt in corresponding bolt hole 5 and floor connecting plate 62 and the floor plates 3 of docking are connected.
Described unit floor the most up arrange be provided with multiple, 6 are connected by described L-type split connector 2, T-shaped split connector 4 and cross split connector between adjacent cells floor, the most superposed unit floor is referred to as higher level's floor, the unit floor being positioned at bottom is referred to as subordinate's floor, and the floor plates 3 of subordinate's floor is docked with the combined wall board 1 of higher level's floor.
It is provided with described L-type split connector 2 at L-type docking body of wall, the plate 11 that is rigidly connected of two combined wall boards 1 that two wall connecting plates 21 of L-type split connector 2 L-type with higher level's floor respectively docks body of wall docks, and the bolt hole 5 of wall connecting plate 21 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected of higher level's floor, it is each passed through bolt in corresponding bolt hole 5 and the wall connecting plate 21 of docking and the combined wall board 1 of higher level's floor are connected；The floor connecting plate 22 of L-type split connector 2 docks with the floor plates 3 of subordinate's floor, and the bolt hole 5 of floor connecting plate 22 is corresponding with the bolt hole 5 of the floor plates 3 of subordinate floor, it is each passed through bolt in corresponding bolt hole 5 and the floor connecting plate 22 of docking and the floor plates 3 of subordinate's floor are connected.
Described T-shaped split connector 4 it is provided with at T-shaped docking body of wall, three wall connecting plates 41 of T-shaped split connector 4 plate 11 that is rigidly connected with T-shaped three combined wall boards 1 docking body of wall of higher level's floor respectively docks, and the bolt hole 5 of wall connecting plate 41 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected of higher level's floor, it is each passed through bolt in corresponding bolt hole 5 and the wall connecting plate 41 of docking and the combined wall board 1 of higher level's floor are connected；Two floor connecting plates 42 of T-shaped split connector 4 dock with the floor plates 3 of subordinate floor respectively, and the bolt hole 5 of floor connecting plate 42 is corresponding with the bolt hole 5 of the floor plates 3 of subordinate floor, it is each passed through bolt in corresponding bolt hole 5 and the floor connecting plate 42 of docking and the floor plates 3 of subordinate's floor are connected.
Described cross split connector 6 it is provided with at cross docking body of wall, four wall connecting plates 61 of cross split connector 6 plate 11 that is rigidly connected with cross four combined wall boards 1 docking body of wall of higher level's floor respectively docks, and the bolt hole 5 of wall connecting plate 61 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected of higher level's floor, it is each passed through bolt in corresponding bolt hole 5 and the wall connecting plate 61 of docking and the combined wall board 1 of higher level's floor are connected；Four floor connecting plates 62 of cross split connector 6 floor plates 3 with corresponding subordinate's floor respectively is docked, and the bolt hole 5 of floor connecting plate 62 is corresponding with the bolt hole 5 of the floor plates 3 of subordinate floor, it is each passed through bolt in corresponding bolt hole 5 and the floor connecting plate 62 of docking and the floor plates 3 of subordinate's floor are connected.
It is connected by described L-type split connector 2, T-shaped split connector 4 and cross split connector 6 between subordinate's floor and geosphere girder steel of foot.
Described L-type split connector 2 is arranged on the position that L-type docking body of wall docks with geosphere girder steel, the plate 11 that is rigidly connected of two combined wall boards 1 that two wall connecting plates 21 of L-type split connector 2 dock body of wall respectively with L-type docks, and the bolt hole 5 of wall connecting plate 21 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, it is each passed through bolt in corresponding bolt hole 5 and wall connecting plate 51 and the combined wall board 1 of docking are connected；The floor connecting plate 22 of L-type split connector 2 docks with geosphere girder steel, and floor connecting plate 22 and the geosphere girder steel of docking is connected through bolt in the bolt hole 5 of floor connecting plate 22.
Described T-shaped split connector 4 is arranged on the position that T-shaped docking body of wall docks with geosphere girder steel, three wall connecting plates 41 of T-shaped split connector 4 plate 11 that is rigidly connected with T-shaped three combined wall boards 1 docking body of wall respectively docks, and the bolt hole 5 of wall connecting plate 41 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, it is each passed through bolt in corresponding bolt hole 5 and wall connecting plate 41 and the combined wall board 1 of docking are connected；Two floor connecting plates 42 of T-shaped split connector 4 dock with geosphere girder steel respectively, and floor connecting plate 42 and the geosphere girder steel of docking are connected through bolt in the bolt hole 5 of floor connecting plate 42.
Described cross split connector 6 is arranged on the position that cross docking body of wall docks with geosphere girder steel, four wall connecting plates 61 of cross split connector 6 plate 11 that is rigidly connected with cross four combined wall boards 1 docking body of wall respectively docks, and the bolt hole 5 of wall connecting plate 61 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, it is each passed through bolt in corresponding bolt hole 5 and wall connecting plate 61 and the combined wall board 1 of docking are connected；Four floor connecting plates 62 of cross split connector 6 dock with geosphere girder steel respectively, and floor connecting plate 62 and the geosphere girder steel of docking are connected through bolt in the bolt hole 5 of floor connecting plate 62.
Embodiment two:
As shown in Fig. 1 to Figure 12 and Figure 15 to Figure 16, the installation method of a kind of pure plate structure assembled house of the present invention, the method comprises the following steps:
1) basement process is carried out；For multilayer permanent housing, first ground excavated, backfill, compacting processes, or use foundation pile formal layout, then do the geosphere girder steel of unitary construction；To simple one off houses, directly connect as geosphere girder steel with I-steel.
2) the selection processing of connecting elements, combined wall board and floor plates；
Connecting elements includes the L-type split connector 2 for L-type docking body of wall；L-type split connector 2 is made up of floor connecting plate 22 and two wall connecting plates 21, by two L-shaped arrangements of wall connecting plate 21, and make two wall connecting plates 21 vertical with floor connecting plate 22 respectively and fix to be connected, floor connecting plate 22 and two wall connecting plates 21 offer bolt hole 5 respectively；
Combined wall board 1 is made up of with wallboard 12 plate 11 that is rigidly connected, light-duty composite precast slab selected by wallboard 12, the vertical side of wallboard 12 is disposed as cusped edge 13, the angle α of this cusped edge 13 is set to 45 °, and it is respectively provided with breach in the corner of wallboard 12, then the indentation, there of wallboard 12 is provided with the plate 11 that is rigidly connected matched with described breach, and the plate 11 that will be rigidly connected is fixing with described wallboard 12 to be connected, and offers bolt hole 5 being rigidly connected on plate 11；
Floor plates 3 selects light-duty composite precast slab, at the corner location of floor plates 3 on offer bolt hole 5；
3) corresponding connecting elements and the fixing connection of geosphere girder steel bolt are used；The position docked with geosphere girder steel at L-type docking body of wall arranges L-type split connector 2；
4) lower floor's facade body of wall is carried out bolt connection with the connecting elements on geosphere girder steel one by one；The plate 11 that is rigidly connected of two combined wall boards 1 that two wall connecting plates 21 of L-type split connector 2 dock body of wall respectively with L-type docks, the bolt hole 5 making wall connecting plate 21 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, and is each passed through bolt and wall connecting plate 21 and the combined wall board 1 of docking is connected in corresponding bolt hole 5；
5) the top connecting elements connecting lower floor's facade body of wall fixed by bolt；Top at L-type docking body of wall arranges L-type split connector 2, the plate 11 that is rigidly connected of two combined wall boards 1 that two wall connecting plates 21 of L-type split connector 2 dock body of wall respectively with L-type docks, the bolt hole 5 making wall connecting plate 21 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, and is each passed through bolt and wall connecting plate 21 and the combined wall board 1 of docking is connected in corresponding bolt hole 5；
6) above the connecting elements arranged in step 5), bolt connects fixing next level laminate；Floor plates is overlapped on the connecting elements arranged in step 5), the floor connecting plate 22 making the L-type split connector 2 arranged in step 5) docks with corresponding floor plates 3, and make the bolt hole 5 of floor connecting plate 22 corresponding with the bolt hole 5 of floor plates 3, in corresponding bolt hole 5, it is each passed through bolt floor connecting plate 22 and the floor plates 3 of docking are connected.
7) repeat the above steps is the most upwards built, until the floor plates of top layer is installed, house binds completion.
Embodiment two is applicable to only exist the installation of the pure plate structure assembled house of L-type docking body of wall.
The pure plate structure assembled house structure built by the installation method of the pure plate structure assembled house of the present embodiment one is as follows, it includes wallboard 12 and floor plates 3, wallboard 12 and floor plates 3 all select light-duty composite precast slab, preferably with pre-manufactured steel skeleton cement foamed composite board, it also includes L-type split connector 2, L-type split connector 2 is connected 21 plates formed by floor connecting plate 22 and two wall, two wall connecting plates 21 are vertical with floor connecting plate 22 respectively and fixing to be connected, two wall connecting plates 21 are mutually perpendicular to and fixing connection, bolt hole 5 is offered respectively on floor connecting plate 22 and two wall connecting plates 21.
The vertical side of described wallboard 12 is disposed as cusped edge 13, the angle α of this cusped edge 13 is 45 °, and the corner of described wallboard 12 is provided with breach, the indentation, there of wallboard 12 is provided with the plate 11 that is rigidly connected matched with described breach, the plate 11 that is rigidly connected is fixing with described wallboard 12 to be connected, being rigidly connected on plate 11 and offer bolt hole 5, the plate 11 that is rigidly connected constitutes combined wall board 1 with described wallboard 12.
Bolt hole 5 is offered at the corner location of described floor plates 3.
Multiple combined wall boards 1 connect formation wall frame, the top of wall frame sets up described floor plates 3 Component units floor, the cusped edge 13 phase docking of the most adjacent combined wall board 1, and it is provided with described L-type split connector 2 at L-type docking body of wall, two wall connecting plates 21 of L-type split connector 2 dock with the plate 11 that is rigidly connected of adjacent combined wall board 1 respectively, and the bolt hole 5 of wall connecting plate 21 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected, it is each passed through bolt in corresponding bolt hole 5 and wall connecting plate 21 and the combined wall board 1 of docking are connected；The floor connecting plate 22 of L-type split connector 2 docks with corresponding floor plates 3, and the bolt hole 5 of floor connecting plate 22 is corresponding with the bolt hole 5 of floor plates 3, is each passed through bolt and floor connecting plate 22 and the floor plates 3 of docking is connected in corresponding bolt hole 5.
Described unit floor the most up arrange be provided with multiple, connected by described L-type split connector 2 between adjacent cells floor, the most superposed unit floor is referred to as higher level's floor, the unit floor being positioned at bottom is referred to as subordinate's floor, the floor plates 3 of subordinate's floor is docked with the combined wall board 1 of higher level's floor, it is provided with described L-type split connector 2 at L-type docking body of wall, two wall connecting plates 21 of L-type split connector 2 plate 11 that is rigidly connected with the adjacent combined wall board 1 of higher level's floor respectively docks, and the bolt hole 5 of wall connecting plate 21 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected of higher level's floor, it is each passed through bolt in corresponding bolt hole 5 to be connected by the combined wall board 1 of wall connecting plate 21 and higher level's floor；The floor connecting plate 22 of L-type split connector 2 docks with the floor plates 3 of subordinate's floor, and the bolt hole 5 of floor connecting plate 22 is corresponding with the bolt hole 5 of the floor plates 3 of subordinate floor, it is each passed through bolt in corresponding bolt hole 5 and the floor plates 3 of floor connecting plate 22 and subordinate's floor is connected.
It is connected by described L-type split connector 2 between subordinate's floor and geosphere girder steel of foot, described L-type split connector 2 is arranged at L-type docking body of wall and geosphere girder steel docking location, two wall connecting plates 21 of L-type split connector 2 dock with the plate 11 that is rigidly connected of adjacent combined wall board 1 respectively, and the bolt hole 5 of wall connecting plate 21 is corresponding with the bolt hole 5 of the plate 1 that is rigidly connected, it is each passed through bolt in corresponding bolt hole 5 and wall connecting plate 21 and the combined wall board 1 of docking are connected；The floor connecting plate 22 of L-type split connector 2 docks with geosphere girder steel, and floor connecting plate 22 and the geosphere girder steel of docking are connected by the bolt hole 5 of floor connecting plate 22 through bolt.
For light-duty composite precast slab, sideline is maximum tension design, and its maximum tension combinations of directions is with cornerwise direction, and maximum tension point is exactly four angle points.The present invention utilizes the characteristic that the Corner Strapped resistance to overturning of sheet material is best, is first connected by lower floor's vertical plane wall whole bolt of bluk recombination prefabricated board first by connecting elements (for L-type split connector, the T-shaped split connector for T-shaped docking body of wall and the cross split connector for cross docking body of wall of L-type docking body of wall)；Then installing floor plates to be overlapped on surrounding body of wall and connecting elements, floor plates corner and connecting elements bolt are fixed；The last fixing last layer wallboard of bolt connection on connecting elements；The most upwards build.The present invention is different and existing assembled room, steel structure frame prefabricated board assemble room and container-type assembly house, its rapid form connected by the firm way connected and pure plate structure, achieve quick, the complete assembly and disassembly of assembled house, solve the problem that assembled house globality is the strongest, realize real quick assembly and disassembly, and multilayer and the assembling of high-rise building can be done.
Above example is only in order to illustrative not limiting technical scheme, although the present invention being described in detail with reference to above-described embodiment, it will be understood by those within the art that: still the present invention can be modified or equivalent, any modification or partial replacement without departing from the spirit and scope of the present invention, it all should be contained in the middle of scope of the presently claimed invention.
Claims (3)
- The installation method of the purest plate structure assembled house, it is characterised in that the method comprises the following steps:1) carry out basement process, do the geosphere girder steel of unitary construction；2) the selection processing of connecting elements, combined wall board and floor plates；Connecting elements includes for the L-type docking L-type split connector of body of wall, the T-shaped split connector for T-shaped docking body of wall and the cross split connector for cross docking body of wall；L-type split connector is made up of floor connecting plate and two wall connecting plates, by two L-shaped arrangements of wall connecting plate, and makes two wall connecting plates vertical with floor connecting plate respectively and fixes to be connected, offer bolt hole respectively on floor connecting plate and two wall connecting plates；T-shaped split connector is made up of two floor connecting plates and three wall connecting plates, first by fixing for two floor connecting plates docking, and make two floor connecting plates be generally aligned in the same plane, by three T-shaped arrangements of wall connecting plate, and make three wall connecting plates vertical with floor connecting plate respectively and fix to be connected, two floor connecting plates and three wall connecting plates offer bolt hole respectively；Cross split connector is made up of four floor connecting plates and four wall connecting plates, first by fixing for four floor connecting plates docking, and make four floor connecting plates be generally aligned in the same plane, it is that cross type is arranged by four wall connecting plates, and make four wall connecting plates vertical with floor connecting plate respectively and fix to be connected, four floor connecting plates and four wall connecting plates offer bolt hole respectively；Combined wall board is made up of with wallboard the plate that is rigidly connected, light-duty composite precast slab selected by wallboard, the vertical side of wallboard is disposed as cusped edge, and it is respectively provided with breach in the corner of wallboard, then the indentation, there of wallboard is provided with the plate that is rigidly connected matched with described breach, the plate that will be rigidly connected is fixing with described wallboard to be connected, and offers bolt hole being rigidly connected on plate；Floor plates select light-duty composite precast slab, at the corner location of floor plates on offer bolt hole；3) corresponding connecting elements and the fixing connection of geosphere girder steel bolt are used；The position docked with geosphere girder steel at L-type docking body of wall arranges L-type split connector, T-shaped split connector is set in the position that T-shaped docking body of wall docks with geosphere girder steel, cross split connector is set in the position that cross docking body of wall docks with geosphere girder steel；4) lower floor's facade body of wall is carried out bolt connection with the connecting elements on geosphere girder steel one by one；Two wall connecting plates of L-type split connector dock the plate docking that is rigidly connected of two combined wall boards of body of wall respectively with L-type, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；Three wall connecting plates of T-shaped split connector dock with the plate that is rigidly connected of T-shaped three combined wall boards docking body of wall respectively, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；Four wall connecting plates of cross split connector dock with the plate that is rigidly connected of cross four combined wall boards docking body of wall respectively, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；5) the top connecting elements connecting lower floor's facade body of wall fixed by bolt；Top at L-type docking body of wall arranges L-type split connector, two wall connecting plates of L-type split connector dock the plate docking that is rigidly connected of two combined wall boards of body of wall respectively with L-type, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；Top at T-shaped docking body of wall arranges T-shaped split connector, three wall connecting plates of T-shaped split connector dock with the plate that is rigidly connected of T-shaped three combined wall boards docking body of wall respectively, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；Top at cross docking body of wall arranges cross split connector, four wall connecting plates of cross split connector dock with the plate that is rigidly connected of cross four combined wall boards docking body of wall respectively, the bolt hole making wall connecting plate is corresponding with the bolt hole of the plate that is rigidly connected, and is each passed through bolt and wall connecting plate and the combined wall board of docking is connected in corresponding bolt hole；6) above the connecting elements arranged in step 5), bolt connects fixing next level laminate；Floor plates is overlapped on the connecting elements arranged in step 5), the floor connecting plate making the L-type split connector arranged in step 5) docks with corresponding floor plates, and make the bolt hole of floor connecting plate corresponding with the bolt hole of floor plates, in corresponding bolt hole, it is each passed through bolt floor connecting plate and the floor plates of docking are connected；Two the floor connecting plates making the T-shaped split connector arranged in step 5) dock with corresponding floor plates respectively, and make the bolt hole of floor connecting plate corresponding with the bolt hole of floor plates, in corresponding bolt hole, it is each passed through bolt floor connecting plate and the floor plates of docking are connected；Four the floor connecting plates making the cross split connector arranged in step 5) dock with corresponding floor plates respectively, and make the bolt hole of floor connecting plate corresponding with the bolt hole of floor plates, in corresponding bolt hole, it is each passed through bolt floor connecting plate and the floor plates of docking are connected；7) repeat the above steps is the most upwards built, until the floor plates of top layer is installed, house binds completion.
- The installation method of pure plate structure assembled house the most according to claim 1, it is characterized in that: for multilayer permanent housing in described step 1), first excavate ground, backfill, compacting processes, or uses foundation pile formal layout, then does the geosphere girder steel of unitary construction；To simple one off houses, directly connect as geosphere girder steel with I-steel.
- The installation method of pure plate structure assembled house the most according to claim 1, it is characterised in that: described step 2) angle of cusped edge of the vertical side of deadlight is set to 90 °.
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| CN108518065A (en) * | 2018-05-08 | 2018-09-11 | 孙夏星 | A kind of method of interior sound-insulating and heat-insulating |
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| CN109577484A (en) * | 2018-11-12 | 2019-04-05 | 黑龙江哈工大智慧光合科技有限公司 | A kind of assembly method of the cabin of incorporeity beam frame structure |
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| CN110395497A (en) * | 2019-07-19 | 2019-11-01 | 华为技术有限公司 | A kind of box unit, box assembly and data center |
| CN113235734A (en) * | 2021-06-23 | 2021-08-10 | 国住人居工程顾问有限公司 | Modular building structure system with plate steel structure and construction method thereof |
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