CN203160462U - Top and bottom installation structure of composite partition wall - Google Patents
Top and bottom installation structure of composite partition wall Download PDFInfo
- Publication number
- CN203160462U CN203160462U CN 201320188619 CN201320188619U CN203160462U CN 203160462 U CN203160462 U CN 203160462U CN 201320188619 CN201320188619 CN 201320188619 CN 201320188619 U CN201320188619 U CN 201320188619U CN 203160462 U CN203160462 U CN 203160462U
- Authority
- CN
- China
- Prior art keywords
- partition board
- joint
- partition wall
- concrete
- link slot
- 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
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a top and bottom installation structure of a composite partition wall. The composite partition wall is formed by connecting an upper segment partition wall board and a lower segment partition wall board, the upper segment partition wall board is fixed with a concrete top plate, the lower segment partition wall board is fixed with a concrete bottom plate, the top end of the upper segment partition wall board is fixed with the concrete top plate through L-shaped steel plates, a gap between the top end of the upper segment partition wall board and the concrete top plate is filled with cement mortar, the bottom end of the lower segment partition wall board is fixed with the concrete bottom plate through L-shaped steel plates, and a gap between the bottom end of the lower segment partition wall board and the concrete bottom plate is filled with the cement mortar. By the aid of the top and bottom installation structure, the problems that the composite partition wall, the concrete top plate at the top and the concrete bottom plate at the bottom are prone to loosening and cracking are solved.
Description
Technical field
The utility model relates to a kind of top and bottom mounting structure of compound partition wall.
Background technology
Usually adopt cement mortar to fill in the prior art between compound partition wall and top concrete top board and the bottom concrete floor and is connected, occur problem loosening and that ftracture easily.
The utility model content
Technical problem to be solved in the utility model just provides a kind of top and bottom mounting structure of compound partition wall, solves to occur problem loosening and cracking between compound partition wall and top concrete top board and the bottom concrete floor easily.
For solving the problems of the technologies described above, the utility model adopts following technical scheme: the top of compound partition wall and bottom mounting structure, compound partition wall is spliced by last joint partition board and following joint partition board, last joint partition board and concrete roof are fixed, under save partition board and concrete floor is fixed, it is characterized in that: the described joint partition board bottom of going up is provided with connecting pin, the described partition board of joint down top is provided with the steel pin plate, described connecting pin is provided with the forward sawtooth, be provided with cotter way in the described steel pin plate, be provided with reverse sawtooth in the described cotter way, described connecting pin and steel pin plate are fastening by being connected of forward and reverse sawtooth; Last joint partition board top is fixed by L shaped steel plate and concrete roof, filling concrete mortar in the slit between last joint partition board top and concrete roof, under save the partition board bottom and fix by L shaped steel plate and concrete floor, filling concrete mortar in the slit between following joint partition board bottom and concrete floor.
As preferably, the described joint partition board bottom of going up is provided with link slot, is equipped with steel plate in the described last link slot, and described connecting pin is fixed in the link slot.
As preferably, the described partition board of joint down top is provided with down link slot, and described descending in the link slot is equipped with steel plate, and described steel pin plate is located at down in the link slot, is provided with spring between described two ends, the steel pin plate left and right sides and following link slot left and right sides wall.
As preferably, described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
As preferably, the described joint both sides, partition board top of going up respectively are provided with a L shaped steel plate, and perhaps L shaped steel plate is arranged on and saves the partition board top middle portion, fixes by nailing between L shaped steel plate and concrete roof.
As preferably, the described additional grid band of going up between joint both sides, partition board top and concrete roof that is pasted with of 90 degree corners.
The utility model is connected and fixed by L shaped steel plate between compound partition wall and top concrete top board and bottom concrete floor, recharge cement mortar in the slit simultaneously, successfully solved the loosening problem that reaches cracking of easy appearance between compound partition wall and top concrete top board and the bottom concrete floor.
In addition, the utility model has used the mechanical seamless theory of engagement to connect and has gone up joint partition board and following joint partition board, i.e. connecting pin insertion with the band saw profile of tooth is embedded in the link slot of partition board termination, connecting pin be hidden in flexible fastening by spring of the steel pin plate that has the reverse saw flute profile in the link slot, both are meshing with each other, thereby two sections partition boards are linked to be integral body, it can not only transmit pressure reliably, can also bear moment of flexure, shearing and pulling force, this structure has successfully solved the construction difficult problem of slab-joint cracking.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is further described:
Fig. 1 is last joint partition board and saves partition board syndeton schematic diagram down;
Fig. 2 is first kind of syndeton schematic diagram of last joint partition board and concrete roof;
Fig. 3 is second kind of syndeton schematic diagram of last joint partition board and concrete roof;
Fig. 4 is for saving the syndeton schematic diagram of partition board and concrete floor down;
Fig. 5 is for saving partition board and concrete floor constructing structure schematic diagram down.
The specific embodiment
To shown in Figure 5, compound partition wall is spliced by last joint partition board 10 and joint partition board 11 down as Fig. 1, on to save partition board fixing with concrete roof 20, following joint partition board and concrete floor 21 are fixed,
Fig. 1 shows the joint partition board and saves the syndeton of partition board down, described joint partition board 10 bottoms of going up are provided with connecting pin 102, the described partition board of joint down 11 tops are provided with steel pin plate 112, described connecting pin 102 is provided with forward sawtooth 103, be provided with cotter way in the described steel pin plate 112, be provided with reverse sawtooth 113 in the described cotter way, described connecting pin 102 and steel pin plate 112 are fastening as a whole by being connected of forward and reverse sawtooth.Described joint partition board 10 tops of going up are provided with link slot 101, and described going up in the link slot is equipped with steel plate, and described connecting pin 102 is fixed in the link slot.Described following joint partition board 11 bottoms are provided with down link slot 111, are equipped with steel plate in the described following link slot, and described steel pin plate 112 is located at down in the link slot, is provided with spring 114 between described two ends, the steel pin plate left and right sides and following link slot left and right sides wall.Described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
Carry out the link slot of joint partition board and following joint partition board in advance, then connecting pin and steel pin plate are embedded in the link slot of partition board termination, when last joint partition board is connected with following joint partition board, connecting pin inserts in the cotter way of steel pin plate, forward and reverse sawtooth is connected, owing to the steel pin plate left and right sides is fastening by telescopic spring, be linked to be integral body thereby will go up the joint partition board and save partition board down simultaneously.
The utility model has used the mechanical seamless theory of engagement to be connected at the joint partition board with following saving between the partition board, namely the connecting pin with the band saw profile of tooth inserts in the following link slot that is embedded in down joint partition board termination, connecting pin be hidden in down the steel pin plate that has the reverse saw flute profile in the link slot and pass through the flexible fastening of spring, both are meshing with each other, thereby two sections partition boards are linked to be integral body, it can not only transmit pressure reliably, can also bear moment of flexure, shearing and pulling force, this structure has successfully solved the construction difficult problem of slab-joint cracking.
In addition, this partition board comprises the plant fiber-cement panel and is located at fibrous concrete in the partition board inner chamber that the plant fiber-cement panel surrounds.Be provided with dividing plate in the described partition board inner chamber, described dividing plate is divided into several holes with the partition board inner chamber, and described fibrous concrete is filled in the hole.Described hole be shaped as regular hexagon, described hole is arranged in cellular.Be provided with interface channel between the described hole, be embedded with bar planting in the described interface channel.
The utility model core material to partition wall on the basis of traditional partition board is improved, be provided with fibrous concrete as the core body synthetic materials, in addition, owing to further be provided with diaphragm structure, further make partition wall have tension, compressive property satisfying on the performance requirements such as sound insulation, insulation, fire prevention, waterproof, environmental protection, also promoted anti-seismic performance.
As shown in Figure 2, on to save partition board 10 tops fixing with concrete roof 20 by L shaped steel plate 201, the described joint both sides, partition board 10 top of going up respectively are provided with a L shaped steel plate 201, and are fixing by nailing 202 between L shaped steel plate and concrete roof.Filling concrete mortar 203 in the slit between last joint partition board top and concrete roof.The described additional grid band of going up between joint both sides, partition board top and concrete roof 204 that is pasted with of 90 degree corners.
As shown in Figure 3, the L shaped steel plate that last joint partition board 10 and concrete roof are 20 also can be arranged on joint partition board top middle portion, last joint partition board top middle portion is provided with a dovetail groove, and L shaped steel plate one side is located in the dovetail groove, filling concrete mortar 203 in the dovetail groove.
As shown in Figure 4, following joint partition board bottom is fixing with concrete floor 21 by L shaped steel plate 201, filling concrete mortar 203 in the slit between following joint partition board bottom and concrete floor.Under save the partition board center bottom and be provided with a dovetail groove, L shaped steel plate one side is located in the dovetail groove, filling concrete mortar 203 in the dovetail groove.Be equipped with surface layer 210 on the concrete floor.
As shown in Figure 5, during the construction of following joint partition board and concrete floor, both sides, following joint partition board 11 bottom are carried on the back tightly by timber wedge 211, and filling concrete mortar 203 in the slit is then withdrawn from timber wedge after arriving intensity at last.
Claims (6)
1. the top of compound partition wall and bottom mounting structure, compound partition wall is spliced by last joint partition board (10) and following joint partition board (11), last joint partition board and concrete roof (20) are fixing, under to save partition board and concrete floor (21) fixing, it is characterized in that: the described joint partition board bottom of going up is provided with connecting pin (102), the described partition board of joint down top is provided with steel pin plate (112), described connecting pin is provided with forward sawtooth (103), be provided with cotter way in the described steel pin plate, be provided with reverse sawtooth (113) in the described cotter way, described connecting pin and steel pin plate are fastening by being connected of forward and reverse sawtooth; Last joint partition board top is fixing by L shaped steel plate (201) and concrete roof (20), filling concrete mortar (203) in the slit between last joint partition board top and concrete roof, under save the partition board bottom and fix filling concrete mortar (203) in the following slit of saving between partition board bottom and concrete floor by L shaped steel plate (201) and concrete floor.
2. the top of compound partition wall according to claim 1 and bottom mounting structure is characterized in that: the described joint partition board bottom of going up is provided with link slot (101), is equipped with steel plate in the described last link slot, and described connecting pin is fixed in the link slot.
3. the top of compound partition wall according to claim 2 and bottom mounting structure, it is characterized in that: the described partition board (11) of joint down top is provided with down link slot (111), be equipped with steel plate in the link slot under described, described steel pin plate (112) is located at down in the link slot, is provided with spring (114) between described two ends, the steel pin plate left and right sides and following link slot left and right sides wall.
4. the top of compound partition wall according to claim 3 and bottom mounting structure, it is characterized in that: described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
5. the top of compound partition wall according to claim 1 and bottom mounting structure, it is characterized in that: the described joint both sides, partition board top of going up respectively are provided with a L shaped steel plate, perhaps L shaped steel plate is arranged on joint partition board top middle portion, and is fixing by nailing (202) between L shaped steel plate and concrete roof.
6. the top of compound partition wall according to claim 5 and bottom mounting structure is characterized in that: the described additional grid band of going up between joint both sides, partition board top and concrete roof (204) that is pasted with of 90 degree corners.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320188619 CN203160462U (en) | 2013-04-15 | 2013-04-15 | Top and bottom installation structure of composite partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320188619 CN203160462U (en) | 2013-04-15 | 2013-04-15 | Top and bottom installation structure of composite partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203160462U true CN203160462U (en) | 2013-08-28 |
Family
ID=49021657
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320188619 Expired - Fee Related CN203160462U (en) | 2013-04-15 | 2013-04-15 | Top and bottom installation structure of composite partition wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203160462U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266692A (en) * | 2013-04-15 | 2013-08-28 | 浙江海天建设集团有限公司 | Top and bottom mounting structure for composite partition |
-
2013
- 2013-04-15 CN CN 201320188619 patent/CN203160462U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266692A (en) * | 2013-04-15 | 2013-08-28 | 浙江海天建设集团有限公司 | Top and bottom mounting structure for composite partition |
| CN103266692B (en) * | 2013-04-15 | 2015-02-25 | 浙江海天建设集团有限公司 | Top and bottom mounting structure for composite partition |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203145249U (en) | Integrally assembled composite partition wall | |
| CN103266692B (en) | Top and bottom mounting structure for composite partition | |
| CN203145250U (en) | Integrally assembled composite partition wall seamless mounting structure | |
| CN201358581Y (en) | Template dorsal bar and building template | |
| CN204590269U (en) | A kind of house and exterior wall insulated structure thereof | |
| CN206053110U (en) | Wind resistance prefabricated panel and exterior wall | |
| CN207812822U (en) | A kind of steel-structure factory building floor with shock-proof heat insulation function | |
| CN203160462U (en) | Top and bottom installation structure of composite partition wall | |
| CN203145251U (en) | Connecting structure of composite partition wall and structural wall face and post face | |
| CN203145244U (en) | Widening and heighten structure of composite partition wall | |
| CN203145252U (en) | Composite partition wall-steel post connecting structure | |
| CN103266699B (en) | Seamless mounting method for integral assembled composite partition walls | |
| CN203145243U (en) | Compound partition | |
| CN103266695B (en) | Connecting structure for composite partition and steel column | |
| CN103266694B (en) | Connecting structure for composite partition and structural wall and cylinder | |
| CN203129367U (en) | Partition board connecting structure of composite partition wall | |
| CN103266691B (en) | Widened and heightened structure for compound partition wall | |
| CN103266693A (en) | Integral assembly type composite partition wall seamless mounting structure | |
| CN203160461U (en) | Connecting structure of composite partition walls and cross beam | |
| CN210857566U (en) | External wall insulation board and external wall insulation structure | |
| CN103266696B (en) | Connecting process for composite partition, steel column and crossbeam | |
| CN202390943U (en) | Composite foamed cement insulation board | |
| CN204826317U (en) | Compound strip inboard partition wall | |
| CN208267090U (en) | A kind of light cement prefab conducive to installation and transportation | |
| CN103225358B (en) | Partition plate connecting structure for compound partition |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130828 Termination date: 20170415 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |