CN203145249U - Integrally assembled composite partition wall - Google Patents
Integrally assembled composite partition wall Download PDFInfo
- Publication number
- CN203145249U CN203145249U CN 201320188757 CN201320188757U CN203145249U CN 203145249 U CN203145249 U CN 203145249U CN 201320188757 CN201320188757 CN 201320188757 CN 201320188757 U CN201320188757 U CN 201320188757U CN 203145249 U CN203145249 U CN 203145249U
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- partition wall
- partition board
- joint
- compound
- steel plate
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Abstract
The utility model discloses an integrally assembled composite partition wall. The top end of an upper section partition wall board is fixed with a concrete roof through an L-shaped steel plate; cement mortar is filled into a gap between the top end of the upper section partition wall board and the cement roof; the bottom end of a lower section partition wall board is fixed with a concrete floor through an L-shaped steel plate; cement mortar is filled into a gap between the bottom end of the lower section partition wall board and the cement floor; the side face of the composite partition wall is fixed with a structural wall surface and a cylindrical surface through an L-shaped steel plate; cement mortar is filled into a gap between the side face of the composite partition wall and the structural wall surface as well as the cylindrical surface; and a composite layer structure which is formed by combining grid bands and polymer mortar is arranged on the slab joint surface between the side face of the composite partition wall and the structural surface as well as the cylindrical surface. According to the integrally assembled composite partition wall, the loosening and cracking problems which easily occur between the composite partition wall and the top cement roof, between the composite partition wall and the bottom cement floor, and between the composite partition wall and the structural wall surface as well as the cylindrical surface can be successfully solved.
Description
Technical field
The utility model relates to the compound partition wall of a kind of whole assembling.
Background technology
Compound partition wall and top concrete top board in the prior art, bottom concrete floor and with structure metope and cylinder between adopt cement mortar to fill usually to be connected, to occur problem loosening and that ftracture easily.
And go up the joint partition board in the compound partition wall and be connected by the tenon fourth of the twelve Earthly Branches or bolt usually between the joint partition board down, the problem of slab-joint cracking appears between two partition boards easily.
The utility model content
Technical problem to be solved in the utility model just provides the compound partition wall of a kind of whole assembling, solve compound partition wall and top concrete top board, bottom concrete floor and and structure metope and cylinder between problem loosening and cracking appears easily, solve the technical problem that occurs slab-joint cracking between two partition boards easily simultaneously.
For solving the problems of the technologies described above, the utility model adopts following technical scheme: the compound partition wall of whole assembling, compound partition wall comprises going up the joint partition board and saving partition board down of being stitched together, last joint partition board and concrete roof are fixed, under save partition board and concrete floor is fixed, compound partition wall left and right sides face and structure metope, cylinder 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 positive direction 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 by L shaped steel plate) fix filling concrete mortar in the following slit of saving between partition board bottom and concrete floor with concrete floor; Compound partition wall side is fixed by L shaped steel plate and structure metope, cylinder, filling concrete mortar in the slit between compound partition wall side and structure metope, cylinder, the plate seam surface between compound partition wall side and structure metope, cylinder are provided with the lamination layer structure of grid band and polymer mortar combination.
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, described go up 90 between joint both sides, partition board top and concrete roof the degree corners be additional be pasted with the grid band, fix by nailing between described L shaped steel plate and structure metope, cylinder.
As preferably, also be provided with expansion bolt between described compound partition wall and structure metope, cylinder and reinforce.
As preferably, described structure metope, cylinder side arrange a L shaped steel plate every 1m, and described expansion bolt is arranged between the two neighbouring L shaped steel plates, and the specification of described expansion bolt is 10mm * 160mm.
As preferably, 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.
As preferably, described hole be shaped as regular hexagon, described hole is arranged in cellular, is provided with interface channel between the described hole, is embedded with bar planting in the described interface channel.
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.
And, between compound partition wall and structure metope and cylinder, be connected and fixed by L shaped steel plate, recharge cement mortar in the slit simultaneously, plate seam surface between compound partition wall side and structure metope, cylinder is provided with the lamination layer structure of grid band and polymer mortar combination, has successfully solved to occur problem loosening and cracking between compound partition wall and structure metope, the cylinder easily.
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;
Fig. 6 is compound partition wall and structure metope and cylinder syndeton schematic diagram;
Fig. 7 is the structural representation that arranges of expansion bolt between compound partition wall and structure metope and cylinder.
The specific embodiment
Extremely shown in Figure 7 as Fig. 1, 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, and following joint partition board and concrete floor 21 are fixing, and the side of described compound partition wall and structure metope, cylinder 23 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 positive direction 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, the positive direction 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, and is fixing by nailing 202 between L shaped steel plate and concrete floor.Save filling concrete mortar 203 in the slit between partition board bottom and concrete floor down.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.
As shown in Figure 6, described compound wall side every 1 is fixed by L shaped steel plate 201 and structure metope, cylinder 23, fixing by nailing 202 between L shaped steel plate and structure metope, cylinder, filling concrete mortar 203 in the slit between compound partition wall side and structure metope, cylinder, the plate seam surface between compound partition wall side and structure metope, cylinder are provided with the lamination layer structure of grid band 204 and polymer mortar 231 combinations.
As shown in Figure 7, described compound partition wall 1 and structure metope, 23 on cylinder also are provided with expansion bolt 232 reinforcings.Described structure metope, cylinder side arrange a L shaped steel plate every 1m, and described expansion bolt is arranged between the two neighbouring L shaped steel plates, and the specification of described expansion bolt is 10mm * 160mm.
Claims (9)
1. the compound partition wall of whole assembling, compound partition wall comprises going up joint partition board (10) and saving partition board (11) down of being stitched together, last joint partition board and concrete roof (20) are fixing, under to save partition board and concrete floor (21) fixing, compound partition wall left and right sides face and structure metope, cylinder (23) is 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 positive direction 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; Compound partition wall side is fixed by L shaped steel plate (201) and structure metope, cylinder, filling concrete mortar (203) in the slit between compound partition wall side and structure metope, cylinder, the plate seam surface between compound partition wall side and structure metope, cylinder are provided with the lamination layer structure of grid band (204) and polymer mortar (231) combination.
2. the compound partition wall of whole assembling according to claim 1 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 compound partition wall of whole assembling according to claim 2, 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 compound partition wall of whole assembling according to claim 3, it is characterized in that: described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
5. the compound partition wall of whole assembling according to claim 1, 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 compound partition wall of whole assembling according to claim 5, it is characterized in that: the described 90 degree corners of going up between joint both sides, partition board top and concrete roof add and are pasted with grid band (204), and are fixing by nailing (202) between described L shaped steel plate and structure metope, cylinder.
7. the compound partition wall of whole assembling according to claim 6 is characterized in that: also be provided with expansion bolt (232) between described compound partition wall (1) and structure metope, cylinder (23) and reinforce.
8. the compound partition wall of whole assembling according to claim 7, it is characterized in that: described structure metope, cylinder side arrange a L shaped steel plate every 1m, described expansion bolt is arranged between the two neighbouring L shaped steel plates, and the specification of described expansion bolt is 10mm * 160mm.
9. the compound partition wall of whole assembling according to claim 1, it is characterized in that: 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320188757 CN203145249U (en) | 2013-04-15 | 2013-04-15 | Integrally assembled composite partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320188757 CN203145249U (en) | 2013-04-15 | 2013-04-15 | Integrally assembled composite partition wall |
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| Publication Number | Publication Date |
|---|---|
| CN203145249U true CN203145249U (en) | 2013-08-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320188757 Expired - Fee Related CN203145249U (en) | 2013-04-15 | 2013-04-15 | Integrally assembled composite partition wall |
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| CN (1) | CN203145249U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266697A (en) * | 2013-04-15 | 2013-08-28 | 浙江海天建设集团有限公司 | Integral assembly type composite partition wall |
| CN104018616A (en) * | 2014-05-13 | 2014-09-03 | 成都绿迪科技有限公司 | Wallboard structure |
| CN104453252A (en) * | 2014-12-02 | 2015-03-25 | 天津住宅集团建设工程总承包有限公司 | Method for mounting and constructing sand aerated inner partition wall board |
| CN109098316A (en) * | 2018-09-05 | 2018-12-28 | 布雷尼建筑科技（苏州）有限公司 | High-strength nano inorganic gel fire-retardant heat insulation assembled inner partition plate |
| CN111576890A (en) * | 2020-05-28 | 2020-08-25 | 重庆市中科大业建筑科技有限公司 | Construction method of assembled ALC partition wall |
-
2013
- 2013-04-15 CN CN 201320188757 patent/CN203145249U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266697A (en) * | 2013-04-15 | 2013-08-28 | 浙江海天建设集团有限公司 | Integral assembly type composite partition wall |
| CN104018616A (en) * | 2014-05-13 | 2014-09-03 | 成都绿迪科技有限公司 | Wallboard structure |
| CN104018616B (en) * | 2014-05-13 | 2016-03-02 | 广拓建设有限公司 | Wall plate structure |
| CN104453252A (en) * | 2014-12-02 | 2015-03-25 | 天津住宅集团建设工程总承包有限公司 | Method for mounting and constructing sand aerated inner partition wall board |
| CN109098316A (en) * | 2018-09-05 | 2018-12-28 | 布雷尼建筑科技（苏州）有限公司 | High-strength nano inorganic gel fire-retardant heat insulation assembled inner partition plate |
| CN111576890A (en) * | 2020-05-28 | 2020-08-25 | 重庆市中科大业建筑科技有限公司 | Construction method of assembled ALC partition wall |
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Legal Events
| Date | Code | Title | Description |
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| 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: 20130821 Termination date: 20170415 |
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| CF01 | Termination of patent right due to non-payment of annual fee |