CN105908840B - The installation method of pure harden structure assembled house - Google Patents
The installation method of pure harden structure assembled house Download PDFInfo
- Publication number
- CN105908840B CN105908840B CN201610304649.1A CN201610304649A CN105908840B CN 105908840 B CN105908840 B CN 105908840B CN 201610304649 A CN201610304649 A CN 201610304649A CN 105908840 B CN105908840 B CN 105908840B
- Authority
- CN
- China
- Prior art keywords
- wall
- floor
- docking
- plate
- bolt hole
- 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.)
- Expired - Fee Related
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
Landscapes
- 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 kind of installation method of pure harden structure assembled house, this method comprises the following steps：1）Carry out basement process；2）Connecting elements, combined wall board and selecting for floor plates are processed；3）It is fixedly connected using corresponding connecting elements with geosphere girder steel bolt；4）Lower floor's facade wall is subjected to bolt connection with the connecting elements on geosphere girder steel one by one；5）Bolt is fixedly connected with the top connecting elements of lower floor's facade wall；6）In step 5）Bolt connection fixes next level laminate above the connecting elements of middle setting；7）Repeat the above steps and build upwards successively, until the floor plates of top layer are installed, house binds completion.The rapid form that the present invention can be connected by the method firmly connected with pure harden structure, to realize quick, the complete assembly and disassembly of assembled house, solve the problems, such as that assembled house globality is not strong.
Description
Technical field
The invention belongs to house constructing technology field, more particularly to a kind of installation method of pure harden structure assembled house.
Background technology
Existing assembling and splicing structure house mainly have at present：Foam composite board structure assembly room, the steel of light material
Structural framing prefabricated board assembles room, container-type assembly house.These house assembling forms mainly have：Nailing anchoring, self tapping spiral shell
Follow closely anchoring, pulling rivet anchoring, grafting, welding etc..Also carried out even if connector bolt connection once in a while primarily directed to beam column,
More without fixed pure harden structure house and the series connectors being attached specifically for composite plate corner.This results in existing
Assembled and assembled house can not realize real quick assembly and disassembly, and because connection can not loosely do multilayer and high level
Building assembling.
This just there is an urgent need to a kind of new assembling and assembled junction structure, is quickly assembled to solve assembling and splicing structure house
With dismounting problem and the not strong problem of house globality.
The content of the invention
The present invention is in order to solve the problems of the prior art, there is provided a kind of installation method of pure harden structure assembled house, energy
Enough rapid forms connected by the method firmly connected with pure harden structure, to realize quick, complete group of assembled house
Assembly and disassembly, solve the problems, such as that assembled house globality is not strong.
In order to solve the above technical problems, the present invention adopts the following technical scheme that：The installation method of pure harden structure assembled house,
This method comprises the following steps：
1）Basement process is carried out, does the geosphere girder steel of unitary construction；
2）Connecting elements, combined wall board and selecting for floor plates are processed；
Connecting elements includes being used for the L-type split connector of L-type docking wall, the T-shaped split company for T-shaped docking wall
Fitting and the cross split connector for cross docking wall；L-type split connector is by floor connecting plate and two walls
Connecting plate forms, and by two L-shaped arrangements of wall connecting plate, and makes two wall connecting plates vertical with floor connecting plate respectively and fixes
Connection, bolt hole is opened up on floor connecting plate and two wall connecting plates respectively；T-shaped split connector is by two floor connecting plates
Formed with three wall connecting plates, two floor connecting plates first fixed into docking, and be generally aligned in the same plane two floor connecting plates,
By three T-shaped arrangements of wall connecting plate, and make three wall connecting plates vertical with floor connecting plate respectively and be fixedly connected, at two
Bolt hole is opened up respectively on floor connecting plate and three wall connecting plates；Cross split connector is by four floor connecting plates and four
Four floor connecting plates are first fixed docking by individual wall connecting plate composition, and are generally aligned in the same plane four floor connecting plates, by four
Individual wall connecting plate is in cross arrangement, and makes four wall connecting plates vertical with floor connecting plate respectively and be fixedly connected, at four
Bolt hole is opened up respectively on floor connecting plate and four wall connecting plates；
Combined wall board is made up of the plate that is rigidly connected with wallboard, and wallboard selects light-duty composite precast slab, by the vertical side of wallboard
While being disposed as cusped edge, and breach is respectively provided with the corner of wallboard, then the indentation, there of wallboard is provided with matches with the breach
The plate that is rigidly connected closed, the plate that will be rigidly connected is fixedly connected with the wallboard, and opens up bolt hole being rigidly connected on plate；
Floor plates select light-duty composite precast slab, at the corner location of floor plates on open up bolt hole；
3）It is fixedly connected using corresponding connecting elements with geosphere girder steel bolt；Docked in L-type docking wall with geosphere girder steel
Opening position L-type split connector is set, be connected in the T-shaped split of opening position setting that T-shaped docking wall and geosphere girder steel dock
Part, cross split connector is set in the opening position that cross docking wall docks with geosphere girder steel；
4）Lower floor's facade wall is subjected to bolt connection with the connecting elements on geosphere girder steel one by one；L-type split connector
Two wall connecting plates docked respectively with L-type wall two combined wall boards the plate docking that is rigidly connected, make the spiral shell of wall connecting plate
Keyhole is corresponding with the bolt hole for the plate that is rigidly connected, and bolt is each passed through in corresponding bolt hole by the wall connecting plate of docking and is answered
Close wallboard connection；Rigidity of the three wall connecting plates of T-shaped split connector respectively with T-shaped three combined wall boards for docking wall connects
Fishplate bar docks, and makes the bolt hole of wall connecting plate corresponding with the bolt hole for the plate that is rigidly connected, is each passed through in corresponding bolt hole
Bolt connects the wall connecting plate of docking with combined wall board；Four wall connecting plates of cross split connector respectively with it is cross
The plate docking that is rigidly connected of four combined wall boards of wall is docked, makes the bolt hole of the bolt hole of wall connecting plate and the plate that is rigidly connected
It is corresponding, bolt is each passed through in corresponding bolt hole and connects the wall connecting plate of docking with combined wall board；
5）Bolt is fixedly connected with the top connecting elements of lower floor's facade wall；Top at L-type docking wall sets L-type
Split connector, the rigidity that two wall connecting plates of L-type split connector dock two combined wall boards of wall with L-type respectively connect
Fishplate bar docks, and makes the bolt hole of wall connecting plate corresponding with the bolt hole for the plate that is rigidly connected, is each passed through in corresponding bolt hole
Bolt connects the wall connecting plate of docking with combined wall board；Top at T-shaped docking wall sets T-shaped split connector, T-shaped
The plate docking that is rigidly connected with T-shaped three combined wall boards for docking wall respectively of three wall connecting plates of split connector, makes wall
The bolt hole of connecting plate is corresponding with the bolt hole for the plate that is rigidly connected, and bolt is each passed through in corresponding bolt hole by the wall of docking
Connecting plate connects with combined wall board；Top at cross docking wall sets cross split connector, cross split
The plate docking that is rigidly connected with cross four combined wall boards for docking wall respectively of four wall connecting plates of connector, connects wall
The bolt hole of fishplate bar is corresponding with the bolt hole for the plate that is rigidly connected, and bolt is each passed through in corresponding bolt hole and connects the wall of docking
Fishplate bar connects with combined wall board；
6）In step 5）Bolt connection fixes next level laminate above the connecting elements of middle setting；In step 5）Middle setting
Connecting elements on overlap floor plates, make step 5）The floor connecting plate and corresponding floor of the L-type split connector of middle setting
Plate is docked, and makes the bolt hole of floor connecting plate corresponding with the bolt hole of floor plates, and spiral shell is each passed through in corresponding bolt hole
Bolt connects the floor connecting plate of docking with floor plates；Make step 5）Two floors connection of the T-shaped split connector of middle setting
Plate docks with corresponding floor plates respectively, and makes the bolt hole of floor connecting plate corresponding with the bolt hole of floor plates, corresponding
Bolt is each passed through in bolt hole to connect the floor connecting plate of docking with floor plates；Make step 5）The cross split of middle setting
Four floor connecting plates of connector dock with corresponding floor plates respectively, and make the bolt hole and floor plates of floor connecting plate
Bolt hole is corresponding, and bolt is each passed through in corresponding bolt hole and connects the floor connecting plate of docking with floor plates；
7）Repeat the above steps and build upwards successively, until the floor plates of top layer are installed, house binds completion.
The step 1）In for multilayer permanent housing, first ground is excavated, backfilled, compacting processing, or using base
Plinth stake formal layout, then do the geosphere girder steel of unitary construction；To simple one off houses, directly geosphere is used as by the use of I-steel connection
Girder steel.
The step 2）The angle of the cusped edge of the vertical side of deadlight is arranged to 90 °.
The beneficial effects of the invention are as follows：
1st, it is easily assembled to connect pure harden structure assembled house with the point type of dismounting, real pure harden structure, it is possible to achieve fast
Fast assembly and disassembly, it is easy to transport, complete batch production processing, reduces worker's intensity and operating environment, while less job site
Environmental pollution.
2nd, it is easily assembled to connect pure harden structure assembled house with the point type of dismounting, thus it is possible to vary traditional building theory, accomplish
Wu Liang, without post, no bar is frameless, no grafting, really the characteristic of pure harden structure assembling.This structure have be easily assembled to and
Dismounting, globality is strong, can factorial praluction, be easy to transport, building cost low cost, prevent fires, wind resistance, strong excellent of shock resistance
Point.The overlap edge number of each lap-joint of floor construction is 3 pieces or 4 pieces（Upper and lower wall and intermediate floor plate or two docking buildings
Laminate）, the combination on these sides is superimposed serves beam action jointly.Much bigger than the cross-sectional area of cylinder as load-bearing of wall,
In the case where equally meeting intensity and overlap joint, than thin half of traditional wall or so, relative increase usable floor area.Every piece of building
The side of laminate four is all the upper following of wall up and down, and the combination extruded up and down, the every piece of floor that is fixedly connected plus corner is all vertical
Horizontal and corner multiple directions tension simultaneously together.Such overall tensile structure, than the precast floor slab jail that tradition only has longitudinal direction
Gu.
3rd, due to being the revolution for substituting foam composite board fire safety not high with above-mentioned characteristic and feature, this house
Property substitute the house of simple interim splicing structure.
4th, because the complete and intensity of connector is good, and such connector suitable suspension wallboard as tie-beam spy
Property, the characteristics of globality is strong, for permanent higher level building construction, the mode that can connect this plate corner be main structure
Make, auxiliary connection is carried out to every piece of side of plate four with modes such as the weaker grafting of bonding strength, bonding, anchorings（Connection is set
Meter intensity is less than the arm of angle）, so that house globality is stronger, meet that house, hotel, business offices etc. are built.
5th, by for L-type between deadlight and wallboard of the present invention, between wallboard and floor plates, between wallboard and ground
Dock the L-type split connector of wall, for the T-shaped T-shaped split connector for docking wall and for cross docking wall
Cross split connector is attached, and the attachment structure is different to assemble room with existing assembled room, steel structure frame prefabricated board
With container-type assembly house, its rapid form connected by the method firmly connected with pure harden structure, assembling is realized
Quick, the complete assembly and disassembly in house, solve the problems, such as that assembled house globality is not strong, realize really quick assembling and
Dismounting, and multilayer and the assembling of high-rise building can be done.
Brief description of the drawings
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 connector and the connection diagram of combined wall board overlook direction in embodiment one；
Figure 15 is the structural representation of embodiment two
Figure 16 is connector and the connection diagram of combined wall board overlook direction in embodiment two.
Embodiment
Embodiment one：
As shown in Fig. 1 to Figure 14, a kind of installation method of pure harden structure assembled house of the invention, this method includes following
Step：
1）Carry out basement process；For multilayer permanent housing, first ground is excavated, backfilled, compacting processing, or is used
Foundation pile formal layout, then do the geosphere girder steel of unitary construction；To simple one off houses, directly connected by the use of I-steel and be used as ground
Enclose girder steel.
2）Connecting elements, combined wall board and selecting for floor plates are processed；
Connecting elements includes being used for the L-type split connector 2 of L-type docking wall, the T-shaped split for T-shaped docking wall
Connector 4 and the cross split connector 6 for cross docking wall；L-type split connector 2 is by the He of floor connecting plate 22
Two wall connecting plates 21 form, and by two 21 L-shaped arrangements of wall connecting plate, and two wall connecting plates 21 is connected respectively with floor
Plate 22 is vertical and is fixedly connected, and bolt hole 5 is opened up respectively on floor connecting plate 22 and two wall connecting plates 21；T-shaped split connects
Fitting 4 is made up of two floor connecting plates 42 and three wall connecting plates 41, two floor connecting plates 42 first is fixed into docking, and make
Two floor connecting plates 42 are generally aligned in the same plane, and by three 41 T-shaped arrangements of wall connecting plate, and distinguish three wall connecting plates 41
It is vertical with floor connecting plate 42 and be fixedly connected, bolt is opened up respectively on two floor connecting plates 42 and three wall connecting plates 41
Hole 5；Cross split connector 6 is made up of four floor connecting plates 62 and four wall connecting plates 61, first connects four floors
Plate 62 fixes docking, and is generally aligned in the same plane four floor connecting plates 62, is in cross arrangement by four wall connecting plates 61, and
Make four wall connecting plates 61 vertical with floor connecting plate 62 respectively and be fixedly connected, connect in four floor connecting plates 62 and four walls
Bolt hole is opened up respectively on fishplate bar 61；
Combined wall board 1 is made up of the plate 11 that is rigidly connected with wallboard 12, and wallboard 12 selects light-duty composite precast slab, by wallboard 12
Vertical side be disposed as cusped edge 13, the angle α of the cusped edge 13 is arranged to 90 °, and 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 being engaged with the breach, and will be rigidly connected plate 11 and the wall
Plate 12 is fixedly connected, and opens up bolt hole 5 being rigidly connected on plate 11；
Floor plates 3 select light-duty composite precast slab, at the corner location of floor plates 3 on open up bolt hole 5；
3）It is fixedly connected using corresponding connecting elements with geosphere girder steel bolt；Docked in L-type docking wall with geosphere girder steel
Opening position L-type split connector 2 is set, be connected in T-shaped docking wall with the T-shaped split of opening position setting that geosphere girder steel docks
Part 4, cross split connector 6 is set in the opening position that cross docking wall docks with geosphere girder steel；
4）Lower floor's facade wall is subjected to bolt connection with the connecting elements on geosphere girder steel one by one；L-type split connector 2
The plates 11 that is rigidly connected of two wall connecting plates 21 two combined wall boards 1 docking wall with L-type respectively dock, make wall connecting plate
21 bolt hole 5 is corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, and bolt is each passed through by docking in corresponding bolt hole 5
Wall connecting plate 21 and combined wall board 1 connect；Three wall connecting plates 41 of T-shaped split connector 4 dock the three of wall with T-shaped respectively
The plate 11 that is rigidly connected of individual combined wall board 1 docks, and makes the bolt hole 5 of the bolt hole 5 and the plate 11 that is rigidly connected of wall connecting plate 41 right
Should, bolt is each passed through in corresponding bolt hole 5 and connects the wall connecting plate 41 of docking and combined wall board 1；Cross split
Be rigidly connected plate 11 of the four wall connecting plates 41 of connector 6 respectively with cross four combined wall boards 1 for docking wall docks,
Make the bolt hole 5 of wall connecting plate 61 corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, spiral shell is each passed through in corresponding bolt hole 5
Bolt connects the wall connecting plate 61 of docking and combined wall board 1；
5）Bolt is fixedly connected with the top connecting elements of lower floor's facade wall；Top at L-type docking wall sets L-type
Split connector 2, two wall connecting plates 21 of L-type split connector 2 dock two combined wall boards 1 of wall with L-type respectively
The plate 11 that is rigidly connected docks, and makes the bolt hole 5 of wall connecting plate 21 corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, in corresponding spiral shell
Bolt is each passed through in keyhole 5 to connect the wall connecting plate 21 of docking and combined wall board 1；Top at T-shaped docking wall is set
Put T-shaped split connector 4, three wall connecting plates 21 of T-shaped split connector 4 respectively with T-shaped three composite walls for docking wall
The plate 11 that is rigidly connected of plate 1 docks, and makes the bolt hole 5 of wall connecting plate 41 corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, corresponding
Bolt hole 5 in be each passed through bolt and connect the wall connecting plate 41 of docking and combined wall board 1；At cross docking wall
Top sets cross split connector 6, and four wall connecting plates 61 of cross split connector 6 dock wall with cross respectively
The plate 11 that is rigidly connected of four combined wall boards 1 of body docks, and makes the bolt of the bolt hole 5 of wall connecting plate 61 and the plate 11 that is rigidly connected
The correspondence of hole 5, bolt is each passed through in corresponding bolt hole 5 and connects the wall connecting plate 61 of docking and combined wall board 1；
6）In step 5）Bolt connection fixes next level laminate above the connecting elements of middle setting；In step 5）Middle setting
Connecting elements on overlap floor plates, make step 5）The floor connecting plate 22 and corresponding building of the L-type split connector 2 of middle setting
Laminate 3 docks, and makes the bolt hole 5 of floor connecting plate 22 corresponding with the bolt hole 5 of floor plates 3, divides in corresponding bolt hole 5
Not Chuan Guo bolt the floor connecting plate 22 of docking and floor plates 3 are connected；Make step 5）The T-shaped split connector 4 of middle setting
Two floor connecting plates 42 dock with corresponding floor plates 3 respectively, and make the bolt hole 5 and floor plates 3 of floor connecting plate 42
The correspondence of bolt hole 5, bolt is each passed through in corresponding bolt hole 5 and connects the floor connecting plate 42 of docking and floor plates 3；Make
Step 5）Four floor connecting plates 62 of the cross split connector 6 of middle setting dock with corresponding floor plates 3 respectively, and make
The bolt hole 5 of floor connecting plate 62 is corresponding with the bolt hole 5 of floor plates 3, and being each passed through bolt in corresponding bolt hole 5 will be right
The floor connecting plate 62 and floor plates 3 connect connects.
7）Repeat the above steps and build upwards successively, until the floor plates of top layer are installed, house binds completion.
Embodiment one is applied to the pure hardened of L-type docking wall, T-shaped docking wall and cross docking wall simultaneously be present
The installation of structure assembled house.
The pure harden structure assembled house structure built by the installation method of the pure harden structure assembled house of the present embodiment one
As follows, it includes wallboard 12 and floor plates 3, and wallboard 12 and floor plates 3 select light-duty composite precast slab, preferably with prefabricated reinforcing bar
The cement foamed composite plate of frame, it also includes being used for the L-type split connector 2 of L-type docking wall, docks the T-shaped of wall for T-shaped
Split connector 4 and the cross split connector 6 for cross docking wall.
L-type split connector 2 is made up of floor connecting plate 22 and two wall connecting plates 21, and two wall connecting plates 21 are L-shaped
Arrangement, two wall connecting plates 21 are vertical with floor connecting plate 22 respectively and are fixedly connected, and floor connecting plate 22 connects with two walls
Bolt hole 5 is offered on plate 21 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
Fixed docking and be generally aligned in the same plane, three 41 T-shaped arrangements of wall connecting plate, three wall connecting plates 41 respectively with floor connecting plate
42 is vertical and be fixedly connected, and bolt hole 5 is offered respectively on two floor connecting plates 42 and three wall connecting plates 41.
Cross split connector 6 is made up of four floor connecting plates 62 and four wall connecting plates 61, four floor connections
Plate 62 is fixed docking and is generally aligned in the same plane, and four wall connecting plates 61 are in cross arrangement, four wall connecting plates 61 respectively with building
Layer connecting plate 62 is vertical and is fixedly connected, and bolt hole 5 is offered respectively on four floor connecting plates 62 and four wall connecting plates 61.
The vertical side of the wallboard 12 is disposed as cusped edge 13, and the angle α of cusped edge is 90 °, and the four of the wallboard 12
Angle is provided with breach, and the indentation, there of wallboard 12 is provided with the plate 11 that is rigidly connected being engaged with the breach, and be rigidly connected plate
11 are fixedly connected with the wallboard 12, and bolt hole 5 is offered on the plate 11 that is rigidly connected, and be rigidly connected plate 11 and the structure of wallboard 12
Into combined wall board 1.
Bolt hole 5 is offered at the corner location of the floor plates 3.
Multiple connections of combined wall board 1 form wall frame, and the top of wall frame sets up the Component units building of floor plates 3
Layer, connect wherein the cusped edge of adjacent combined wall board 1 is relative, the L-type split connector 2, L-type point are provided with L-type docking wall
The plate 11 that is rigidly connected that two wall connecting plates 21 of body connector 2 dock two combined wall boards 1 of wall with L-type respectively docks,
And the bolt hole 5 of wall connecting plate 21 is corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, bolt is each passed through in corresponding bolt hole 5
The wall connecting plate 21 of docking and combined wall board 1 are connected；The floor connecting plate 22 of L-type split connector 2 and corresponding floor plates 3
Docking, and the bolt hole 5 of floor connecting plate 22 is corresponding with the bolt hole 5 of floor plates 3, and spiral shell is each passed through in corresponding bolt hole 5
Bolt connects the floor connecting plate 22 of docking and floor plates 3.
The T-shaped split connector 4, three wall connecting plates 41 of T-shaped split connector 4 are provided with T-shaped docking wall
The plate 11 that is rigidly connected with T-shaped three combined wall boards 1 for docking wall docks respectively, and the bolt hole 5 of wall connecting plate 41 with just
The correspondence of bolt hole 5 of property connecting plate 11, bolt is each passed through by the wall connecting plate 41 and composite wall of docking in corresponding bolt hole 5
Plate 1 connects；Two floor connecting plates 42 of T-shaped split connector 4 dock with corresponding floor plates 3 respectively, and floor connecting plate
42 bolt hole is corresponding with the bolt hole of floor plates 3, and bolt is each passed through in corresponding bolt hole 5 by the floor connecting plate of docking
42 and floor plates 3 connect.
The cross split connector 6, four walls of cross split connector 6 are provided with cross docking wall
Be rigidly connected plate 11 of the connecting plate 61 respectively with cross four combined wall boards 1 for docking wall docks, and wall connecting plate 61
Bolt hole 5 is corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, and bolt is each passed through in corresponding bolt hole 5 and connects the wall of docking
Plate 61 and combined wall board 1 connect；Four floor connecting plates 62 of cross split connector 6 are right with corresponding floor plates 3 respectively
Connect, and the bolt hole of floor connecting plate 62 is corresponding with the bolt hole of floor plates 3, bolt is each passed through in corresponding bolt hole 5 will
The floor connecting plate 62 and floor plates 3 of docking connect.
The unit floor successively up arrangement be provided with it is multiple, between adjacent cells floor pass through the L-type split connect
Fitting 2, T-shaped split connector 4 connect 6 with cross split connector, wherein superposed unit floor is referred to as higher level
Floor, the unit floor positioned at bottom are referred to as subordinate's floor, the floor plates 3 of subordinate's floor and the combined wall board 1 of higher level's floor
Docking.
The L-type split connector 2, two wall connecting plates 21 of L-type split connector 2 are provided with L-type docking wall
The plate 11 that is rigidly connected for docking two combined wall boards 1 of wall with the L-type of higher level's floor respectively docks, and the spiral shell of wall connecting plate 21
Keyhole 5 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected of higher level's floor, and bolt will be each passed through in corresponding bolt hole 5 to be docked
Wall connecting plate 21 and the combined wall board 1 of higher level's floor connect；The floor connecting plate 22 of L-type split connector 2 and subordinate's floor
Floor plates 3 dock, 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, corresponding
Bolt is each passed through in bolt hole 5 to connect the floor plates 3 of the floor connecting plate 22 of docking and subordinate's floor.
The T-shaped split connector 4, three wall connecting plates 41 of T-shaped split connector 4 are provided with T-shaped docking wall
The plate 11 that is rigidly connected with T-shaped three combined wall boards 1 for docking wall of higher level's floor docks respectively, and the spiral shell of wall connecting plate 41
Keyhole 5 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected of higher level's floor, and bolt will be each passed through in corresponding bolt hole 5 to be docked
Wall connecting plate 41 and the combined wall board 1 of higher level's floor connect；Two floor connecting plates 42 of T-shaped split connector 4 respectively with
The floor plates 3 of subordinate's floor are docked, and the bolt hole 5 of floor connecting plate 42 and the bolt hole 5 of the floor plates 3 of subordinate floor are right
Should, bolt is each passed through in corresponding bolt hole 5 and connects the floor plates 3 of the floor connecting plate 42 of docking and subordinate's floor.
The cross split connector 6, four walls of cross split connector 6 are provided with cross docking wall
Be rigidly connected plate 11 of the connecting plate 61 respectively with cross four combined wall boards 1 for docking wall of higher level's floor docks, and wall
The bolt hole 5 of connecting plate 61 is corresponding with the bolt hole 5 of the plate 11 that is rigidly connected of higher level's floor, is worn respectively in corresponding bolt hole 5
Bolt is crossed to connect the combined wall board 1 of the wall connecting plate 61 of docking and higher level's floor；Four floors of cross split connector 6
Floor plates 3 of the connecting plate 62 respectively with corresponding subordinate's floor are docked, and the bolt hole 5 of floor connecting plate 62 and subordinate's floor
The correspondence of bolt hole 5 of floor plates 3, bolt is each passed through by the floor connecting plate 62 and subordinate building of docking in corresponding bolt hole 5
The floor plates 3 of layer connect.
Connected between the subordinate's floor and geosphere girder steel of foot by the L-type split connector 2, T-shaped split
Part 4 and cross split connector 6 connect.
The L-type split connector 2 is arranged on the opening position that L-type docking wall docks with geosphere girder steel, L-type split connection
The plate 11 that is rigidly connected that two wall connecting plates 21 of part 2 dock two combined wall boards 1 of wall with L-type respectively docks, and wall connects
The bolt hole 5 of fishplate bar 21 is corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, and bolt will be each passed through in corresponding bolt hole 5 to be docked
Wall connecting plate 51 and combined wall board 1 connect；The floor connecting plate 22 of L-type split connector 2 docks with geosphere girder steel, and floor
The floor connecting plate 22 of docking is connected with geosphere girder steel through bolt in the bolt hole 5 of connecting plate 22.
The T-shaped split connector 4 is arranged on the opening position that T-shaped docking wall docks with geosphere girder steel, T-shaped split connection
Be rigidly connected plate 11 of the three wall connecting plates 41 of part 4 respectively with T-shaped three combined wall boards 1 for docking wall docks, and wall connects
The bolt hole 5 of fishplate bar 41 is corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, and bolt will be each passed through in corresponding bolt hole 5 to be docked
Wall connecting plate 41 and combined wall board 1 connect；Two floor connecting plates 42 of T-shaped split connector 4 respectively with geosphere girder steel pair
Connect, and connect the floor connecting plate 42 of docking with geosphere girder steel through bolt in the bolt hole 5 of floor connecting plate 42.
The cross split connector 6 is arranged on the opening position that cross docking wall docks with geosphere girder steel, cross
Four wall connecting plates 61 of type split connector 6 plate that is rigidly connected with cross four combined wall boards 1 for docking wall respectively
11 docking, and the bolt hole 5 of wall connecting plate 61 is corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, and is worn respectively in corresponding bolt hole 5
Bolt is crossed to connect the wall connecting plate 61 of docking and combined wall board 1；Four floor connecting plates 62 of cross split connector 6 divide
Do not docked with geosphere girder steel, and bolt is passed through in the bolt hole 5 of floor connecting plate 62 by the floor connecting plate 62 and geosphere of docking
Girder steel connects.
Embodiment two：
As shown in Fig. 1 to Figure 12 and Figure 15 to Figure 16, a kind of installation method of pure harden structure assembled house of the invention should
Method comprises the following steps：
1）Carry out basement process；For multilayer permanent housing, first ground is excavated, backfilled, compacting processing, or is used
Foundation pile formal layout, then do the geosphere girder steel of unitary construction；To simple one off houses, directly connected by the use of I-steel and be used as ground
Enclose girder steel.
2）Connecting elements, combined wall board and selecting for floor plates are processed；
Connecting elements includes the L-type split connector 2 for being used for L-type docking wall；L-type split connector 2 is connected by floor
Plate 22 and two wall connecting plates 21 form, by two 21 L-shaped arrangements of wall connecting plate, and make two wall connecting plates 21 respectively with building
Layer connecting plate 22 is vertical and is fixedly connected, and bolt hole 5 is opened up respectively on floor connecting plate 22 and two wall connecting plates 21；
Combined wall board 1 is made up of the plate 11 that is rigidly connected with wallboard 12, and wallboard 12 selects light-duty composite precast slab, by wallboard 12
Vertical side be disposed as cusped edge 13, the angle α of the cusped edge 13 is arranged to 45 °, and 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 being engaged with the breach, and will be rigidly connected plate 11 and the wall
Plate 12 is fixedly connected, and opens up bolt hole 5 being rigidly connected on plate 11；
Floor plates 3 select light-duty composite precast slab, at the corner location of floor plates 3 on open up bolt hole 5；
3）It is fixedly connected using corresponding connecting elements with geosphere girder steel bolt；Docked in L-type docking wall with geosphere girder steel
Opening position L-type split connector 2 is set；
4）Lower floor's facade wall is subjected to bolt connection with the connecting elements on geosphere girder steel one by one；L-type split connector 2
The plates 11 that is rigidly connected of two wall connecting plates 21 two combined wall boards 1 docking wall with L-type respectively dock, make wall connecting plate
21 bolt hole 5 is corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, and bolt is each passed through by docking in corresponding bolt hole 5
Wall connecting plate 21 and combined wall board 1 connect；
5）Bolt is fixedly connected with the top connecting elements of lower floor's facade wall；Top at L-type docking wall sets L-type
Split connector 2, two wall connecting plates 21 of L-type split connector 2 dock two combined wall boards 1 of wall with L-type respectively
The plate 11 that is rigidly connected docks, and makes the bolt hole 5 of wall connecting plate 21 corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, in corresponding spiral shell
Bolt is each passed through in keyhole 5 to connect the wall connecting plate 21 of docking and combined wall board 1；
6）In step 5）Bolt connection fixes next level laminate above the connecting elements of middle setting；In step 5）Middle setting
Connecting elements on overlap floor plates, make step 5）The floor connecting plate 22 and corresponding building of the L-type split connector 2 of middle setting
Laminate 3 docks, and makes the bolt hole 5 of floor connecting plate 22 corresponding with the bolt hole 5 of floor plates 3, divides in corresponding bolt hole 5
Not Chuan Guo bolt the floor connecting plate 22 of docking and floor plates 3 are connected.
7）Repeat the above steps and build upwards successively, until the floor plates of top layer are installed, house binds completion.
Embodiment two is applied to only exist the installation of the pure harden structure assembled house of L-type docking wall.
The pure harden structure assembled house structure built by the installation method of the pure harden structure assembled house of the present embodiment one
As follows, it includes wallboard 12 and floor plates 3, and wallboard 12 and floor plates 3 select light-duty composite precast slab, preferably with prefabricated reinforcing bar
The cement foamed composite plate of frame, it also includes L-type split connector 2, and L-type split connector 2 is by floor connecting plate 22 and two walls
21 plates composition is connected, two wall connecting plates 21 are vertical with floor connecting plate 22 respectively and are fixedly connected, two phases of wall connecting plate 21
It is mutually vertical and be fixedly connected, bolt hole 5 is offered respectively on floor connecting plate 22 and two wall connecting plates 21.
The vertical side of the wallboard 12 is disposed as cusped edge 13, and the angle α of the cusped edge 13 is 45 °, and the wallboard 12
Corner be provided with breach, the indentation, there of wallboard 12 is provided with the plate 11 that is rigidly connected being engaged with the breach, rigidly connected
Fishplate bar 11 is fixedly connected with the wallboard 12, and bolt hole 5 is offered on the plate 11 that is rigidly connected, and be rigidly connected plate 11 and the wallboard
12 form combined wall board 1.
Bolt hole 5 is offered at the corner location of the floor plates 3.
Multiple connections of combined wall board 1 form wall frame, and the top of wall frame sets up the Component units building of floor plates 3
Layer, connect wherein the cusped edge 13 of adjacent combined wall board 1 is relative, and the L-type split connector 2, L is provided with L-type docking wall
Two wall connecting plates 21 of type split connector 2 dock with the plate 11 that is rigidly connected of adjacent combined wall board 1 respectively, and wall connecting plate
21 bolt hole 5 is corresponding with the bolt hole 5 for the plate 11 that is rigidly connected, and bolt is each passed through in corresponding bolt hole 5 by the wall of docking
Connecting plate 21 and combined wall board 1 connect；The floor connecting plate 22 of L-type split connector 2 docks with corresponding floor plates 3, and building
The bolt hole 5 of layer connecting plate 22 is corresponding with the bolt hole 5 of floor plates 3, and bolt is each passed through by docking in corresponding bolt hole 5
Floor connecting plate 22 and floor plates 3 connect.
The unit floor successively up arrangement be provided with it is multiple, between adjacent cells floor pass through the L-type split connect
Fitting 2 connects, wherein superposed unit floor is referred to as higher level's floor, the unit floor positioned at bottom is referred to as subordinate building
Layer, the floor plates 3 of subordinate's floor are docked with the combined wall board 1 of higher level's floor, and the L-type split is provided with L-type docking wall
Connector 2, adjacent combined wall board 1 is rigidly connected with higher level's floor respectively for two wall connecting plates 21 of L-type split connector 2
Plate 11 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, corresponding spiral shell
Bolt is each passed through in keyhole 5 to connect the combined wall board 1 of wall connecting plate 21 and higher level's floor；The floor of L-type split connector 2
Connecting plate 22 docks with the floor plates 3 of subordinate's floor, and the bolt hole 5 of floor connecting plate 22 and the floor plates 3 of subordinate's floor
The correspondence of bolt hole 5, bolt is each passed through in corresponding bolt hole 5 and connects the floor plates 3 of floor connecting plate 22 and subordinate's floor.
Connected between the subordinate's floor and geosphere girder steel of foot by the L-type split connector 2, the L-type
Split connector 2 is arranged at L-type docking wall and geosphere girder steel docking location, two wall connecting plates of L-type split connector 2
21 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 and the plate 1 that is rigidly connected
The correspondence of bolt hole 5, bolt is each passed through in corresponding bolt hole 5 and connects the wall connecting plate 21 of docking and combined wall board 1；L-type
The floor connecting plate 22 of split connector 2 docks with geosphere girder steel, and the bolt hole 5 of floor connecting plate 22 will dock through bolt
Floor connecting plate 22 connected with geosphere girder steel.
For light-duty composite precast slab, sideline is maximum tension design, and its maximum tension combinations of directions is with diagonal
The direction of line, maximum tension point are exactly four angle points.The present invention utilizes the best characteristic of the Corner Strapped resistance to overturning of sheet material,
First by connecting elements（L-type split connector for L-type docking wall, the T-shaped split connection for T-shaped docking wall
Part and the cross split connector for cross docking wall）First lower floor's vertical plane wall bluk recombination prefabricated board whole bolt is connected
Connect；Then installation floor plates are overlapped on surrounding wall and connecting elements, and floor plates corner and connecting elements bolt are fixed；Finally
Bolt connection fixes last layer wallboard on connecting elements；Then build upwards successively.Different and existing assembly of the invention
Room, steel structure frame prefabricated board assembling room and container-type assembly house, it passes through the method firmly connected and pure harden structure
The rapid form of connection, quick, the complete assembly and disassembly of assembled house are realized, it is not strong to solve assembled house globality
Problem, really quick assembly and disassembly are realized, and multilayer and the assembling of high-rise building can be done.
Above example is only to illustrative and not limiting technical scheme, although with reference to above-described embodiment to this hair
It is bright to be described in detail, it will be understood by those within the art that：Still the present invention can be modified or be waited
With replacing, any modification or partial replacement without departing from the spirit and scope of the present invention, it all should cover the power in the present invention
Among sharp claimed range.
Claims (3)
1. the installation method of pure harden structure assembled house, it is characterised in that this method comprises the following steps：
1）Basement process is carried out, does the geosphere girder steel of unitary construction；
2）Connecting elements, combined wall board and selecting for floor plates are processed；Connecting elements includes being used for the L-type point of L-type docking wall
Body connector, the T-shaped split connector for T-shaped docking wall and the cross split for cross docking wall connect
Part；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
Individual wall connecting plate is vertical with floor connecting plate respectively and is fixedly connected, and is opened up respectively on floor connecting plate and two wall connecting plates
Bolt hole；T-shaped split connector is made up of two floor connecting plates and three wall connecting plates, first fixes two floor connecting plates
Docking, and two floor connecting plates are generally aligned in the same plane, by three T-shaped arrangements of wall connecting plate, and make three wall connecting plates
It is vertical with floor connecting plate respectively and be fixedly connected, bolt is opened up respectively on two floor connecting plates and three wall connecting plates
Hole；Cross split connector is made up of four floor connecting plates and four wall connecting plates, first fixes four floor connecting plates
Docking, and four floor connecting plates are generally aligned in the same plane, it is in cross arrangement by four wall connecting plates, and make four wall connections
Plate is vertical with floor connecting plate respectively and is fixedly connected, and bolt is opened up respectively on four floor connecting plates and four wall connecting plates
Hole；
Combined wall board is made up of the plate that is rigidly connected with wallboard, and wallboard selects light-duty composite precast slab, and the vertical side of wallboard is equal
Cusped edge is arranged to, and breach is respectively provided with the corner of wallboard, then the indentation, there of wallboard is provided with what is be engaged with the breach
Be rigidly connected plate, and the plate that will be rigidly connected is fixedly connected with the wallboard, and opens up bolt hole being rigidly connected on plate；
Floor plates select light-duty composite precast slab, at the corner location of floor plates on open up bolt hole；
3）It is fixedly connected using corresponding connecting elements with geosphere girder steel bolt；In the position that L-type docking wall docks with geosphere girder steel
Put place and L-type split connector is set, T-shaped split connector is set in the opening position that T-shaped docking wall docks with geosphere girder steel,
The opening position that cross docking wall docks with geosphere girder steel sets cross split connector；
4）Lower floor's facade wall is subjected to bolt connection with the connecting elements on geosphere girder steel one by one；The two of L-type split connector
Individual wall connecting plate docks the plate docking that is rigidly connected of two combined wall boards of wall with L-type respectively, makes the bolt hole of wall connecting plate
It is corresponding with the bolt hole for the plate that is rigidly connected, bolt is each passed through in corresponding bolt hole by the wall connecting plate and composite wall of docking
Plate connects；Three wall connecting plates of T-shaped split connector plate that is rigidly connected with T-shaped three combined wall boards for docking wall respectively
Docking, makes the bolt hole of wall connecting plate corresponding with the bolt hole for the plate that is rigidly connected, bolt is each passed through in corresponding bolt hole
The wall connecting plate of docking is connected with combined wall board；Four wall connecting plates of cross split connector dock with cross respectively
The plate docking that is rigidly connected of four combined wall boards of wall, make the bolt hole pair of the bolt hole of wall connecting plate and the plate that is rigidly connected
Should, bolt is each passed through in corresponding bolt hole and connects the wall connecting plate of docking with combined wall board；
5）Bolt is fixedly connected with the top connecting elements of lower floor's facade wall；Top at L-type docking wall sets L-type split
Connector, two wall connecting plates of L-type split connector dock the plate that is rigidly connected of two combined wall boards of wall with L-type respectively
Docking, makes the bolt hole of wall connecting plate corresponding with the bolt hole for the plate that is rigidly connected, bolt is each passed through in corresponding bolt hole
The wall connecting plate of docking is connected with combined wall board；Top at T-shaped docking wall sets T-shaped split connector, T-shaped split
The plate docking that is rigidly connected with T-shaped three combined wall boards for docking wall respectively of three wall connecting plates of connector, connects wall
The bolt hole of plate is corresponding with the bolt hole for the plate that is rigidly connected, and bolt is each passed through in corresponding bolt hole and connects the wall of docking
Plate connects with combined wall board；Top at cross docking wall sets cross split connector, cross split connection
The plate docking that is rigidly connected with cross four combined wall boards for docking wall respectively of four wall connecting plates of part, makes wall connecting plate
Bolt hole it is corresponding with the bolt hole for the plate that is rigidly connected, bolt is each passed through in corresponding bolt hole by the wall connecting plate of docking
Connected with combined wall board；
6）In step 5）Bolt connection fixes next level laminate above the connecting elements of middle setting；In step 5）The company of middle setting
Floor plates are overlapped on connection member, make step 5）The floor connecting plate of the L-type split connector of middle setting and corresponding floor plates pair
Connect, and make the bolt hole of floor connecting plate corresponding with the bolt hole of floor plates, bolt is each passed through in corresponding bolt hole will
The floor connecting plate of docking connects with floor plates；Make step 5）Two floor connecting plates point of the T-shaped split connector of middle setting
Do not docked with corresponding floor plates, and make the bolt hole of floor connecting plate corresponding with the bolt hole of floor plates, in corresponding bolt
Bolt is each passed through in hole to connect the floor connecting plate of docking with floor plates；Make step 5）The cross split connection of middle setting
Four floor connecting plates of part dock with corresponding floor plates respectively, and make the bolt hole of floor connecting plate and the bolt of floor plates
Hole is corresponding, and bolt is each passed through in corresponding bolt hole and connects the floor connecting plate of docking with floor plates；
7）Repeat the above steps and build upwards successively, until the floor plates of top layer are installed, house binds completion.
2. the installation method of pure harden structure assembled house according to claim 1, it is characterised in that：The step 1）In it is right
In multilayer permanent housing, first ground excavated, backfilled, compacting processing, or using foundation pile formal layout, then doing entirety
The geosphere girder steel of construction；To simple one off houses, directly geosphere girder steel is used as by the use of I-steel connection.
3. the installation method of pure harden structure assembled house according to claim 1, it is characterised in that：The step 2）Middle wall
The angle of the cusped edge of the vertical side of plate is arranged to 90 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610304649.1A CN105908840B (en) | 2016-05-10 | 2016-05-10 | The installation method of pure harden structure assembled house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610304649.1A CN105908840B (en) | 2016-05-10 | 2016-05-10 | The installation method of pure harden structure assembled house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105908840A CN105908840A (en) | 2016-08-31 |
| CN105908840B true CN105908840B (en) | 2018-02-27 |
Family
ID=56747922
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610304649.1A Expired - Fee Related CN105908840B (en) | 2016-05-10 | 2016-05-10 | The installation method of pure harden structure assembled house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105908840B (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109642424B (en) * | 2016-12-02 | 2022-05-13 | Mrcb创新私人有限公司 | Connecting system and method for prefabricated volume building modules |
| CN106677603A (en) * | 2017-01-04 | 2017-05-17 | 简震 | Tent structure and putting up method thereof |
| CN108612277A (en) * | 2018-05-08 | 2018-10-02 | 孙夏星 | A kind of indoor decoration battenboard |
| CN108518065A (en) * | 2018-05-08 | 2018-09-11 | 孙夏星 | A kind of method of interior sound-insulating and heat-insulating |
| CN109322409A (en) * | 2018-11-06 | 2019-02-12 | 辽宁福瑞达建筑科技有限公司 | Tier building lightweight steel construction metope connect engineering method with metope node |
| 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 |
| 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 |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001003460A (en) * | 1999-06-24 | 2001-01-09 | Okayama Concrete Kogyo Kk | Connecting structure and connecting method for concrete boards |
| CN1128280C (en) * | 2000-12-28 | 2003-11-19 | 林兆兴 | Board type storied building |
| CN202530575U (en) * | 2012-04-25 | 2012-11-14 | 陈土有 | Connection structure for building floor slabs |
| CN203755486U (en) * | 2013-12-24 | 2014-08-06 | 谷成 | Cultural carrier wall of pure slabstone structure |
| CN203755722U (en) * | 2013-12-24 | 2014-08-06 | 谷成 | Cultural carrier stone pavilion of pure slabstone structure |
-
2016
- 2016-05-10 CN CN201610304649.1A patent/CN105908840B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN105908840A (en) | 2016-08-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105908840B (en) | The installation method of pure harden structure assembled house | |
| CN104712089B (en) | Open the compound shear attachment structure of net | |
| US6588161B2 (en) | Laminated construction elements and method for constructing an earthquake-resistant building | |
| US20160319534A1 (en) | Reversible module co-ordination system for buildings | |
| KR20180115735A (en) | Construction of multi-storey buildings using steel wall trusses for laminated structures | |
| CN105178629A (en) | Jointed wood structure house | |
| Vassallo et al. | Seismic design of a six-storey CLT building in Italy | |
| CN205669255U (en) | A kind of industrialization preprocessing regenerative structural system | |
| WO1996035022A1 (en) | Modular building framework | |
| EP3147418A1 (en) | Light-weight and modular construction system | |
| US20110302875A1 (en) | Seismopanel wall wrapping method: A mehod for reinforcement of structures and buildings walls against earthquakes and other outside forces, by applying steel plates to walls | |
| Iovane et al. | Timber based systems for the seismic and energetic retrofit of existing structures | |
| CN108360682A (en) | A kind of construction process of three-dimensional building module and three-dimensional building module | |
| CN111287329A (en) | PPVC modular building structure system and assembly method thereof | |
| CN205604460U (en) | Pure plate structure equipment house based on integral connecting pieces | |
| CN217517797U (en) | Fully-assembled multi-layer bent frame building | |
| CN205604443U (en) | Pure plate structure equipment house based on upper and lower components of a whole that can function independently connecting piece | |
| AT516927A2 (en) | Modular wall construction, ceiling or roof construction, including the procedure for constructing appropriate structures | |
| CN107355027B (en) | Section steel concrete shear wall assembly type space modularized structural system and construction method | |
| CN215802289U (en) | Module connecting system for lightweight concrete modular integrated structure | |
| CN214034053U (en) | Strengthen evaporating and pressing aerated concrete slab building structure system | |
| Ott et al. | Construction principles of seismic and energy renovation systems for existing buildings | |
| CN103469892A (en) | Primary and secondary module unit combination structure of high-rise module building space and connection method thereof | |
| CN209837287U (en) | Steel beam and steel plate shear wall, otic placode, angle steel stud welding connection structure | |
| CN2628609Y (en) | Assembling house |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wu Weihua Inventor after: Liao Ning Inventor after: Li Xiaoli Inventor after: Ding Ran Inventor after: Zhu Bo Inventor after: Chen Run Inventor after: Cheng Haojin Inventor after: Zhu Changhe Inventor after: Ding Xianzhong Inventor before: Ding Xianzhong |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180227 Termination date: 20190510 |