CN203145251U - Connecting structure of composite partition wall and structural wall face and post face - Google Patents
Connecting structure of composite partition wall and structural wall face and post face Download PDFInfo
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- CN203145251U CN203145251U CN 201320189151 CN201320189151U CN203145251U CN 203145251 U CN203145251 U CN 203145251U CN 201320189151 CN201320189151 CN 201320189151 CN 201320189151 U CN201320189151 U CN 201320189151U CN 203145251 U CN203145251 U CN 203145251U
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- partition wall
- cylinder
- structure metope
- face
- compound
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Abstract
The utility model discloses a connecting structure of a composite partition wall and a structural wall face and post face. The composite partition wall is formed by splicing an upper section composite wall board and a lower section composite wall board, and is fixed with the structural wall face and post face, the side wall of the composite partition wall is fixed with the structural wall face and post face by an L-shaped steel plate, cement mortar is filled in the gap between the side wall of the composite partition wall and the structural wall face and post face, and a composite layer structure formed by combining grid belts and polymer mortar is arranged at the surfaces of a seam between the side face of the composite partition wall and the structural wall face and post face. The connecting structure of the composite partition wall and the structural wall face and post face successfully solves the problems of easy loosening and cracking between the composite partition wall and the structural wall face and post face.
Description
Technical field
The utility model relates to a kind of compound partition wall and structure metope and cylinder syndeton.
Background technology
Usually adopt cement mortar to fill in the prior art between compound partition wall and structure metope and the cylinder and is connected, 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 a kind of compound partition wall and structure metope and cylinder syndeton, solve the loosening problem that reaches cracking of easy appearance between compound partition wall and structure metope and the cylinder, 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: compound partition wall and structure metope and cylinder syndeton, compound partition wall is spliced by last joint partition board and following joint partition board, compound partition wall and structure metope, cylinder are 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; Described 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, 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, described 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.
As preferably, 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 structure metope and cylinder, 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, 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 compound partition wall and structure metope and cylinder syndeton schematic diagram;
Fig. 3 is the structural representation that arranges of expansion bolt between compound partition wall and structure metope and cylinder.
The specific embodiment
As shown in Figure 1 to Figure 3, compound partition wall 1 is spliced with saving partition board 11 down by last joint partition board 10, and described compound partition wall side 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, described compound partition wall 1 side is fixed by L shaped steel plate 201 and structure metope, cylinder 23, L shaped steel plate 201 is fixed by nailing 202 and structure metope, cylinder 23, 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 3, 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 201 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 (8)
1. compound partition wall and structure metope and cylinder syndeton, compound partition wall (1) is spliced by last joint partition board (10) and following joint partition board (11), compound partition wall 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; Described compound partition wall side is fixed by L shaped steel plate (201) and structure metope, cylinder (23), 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. compound partition wall according to claim 1 and structure metope and cylinder syndeton 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. compound partition wall according to claim 2 and structure metope and cylinder syndeton, 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. compound partition wall according to claim 3 and structure metope and cylinder syndeton, it is characterized in that: described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
5. compound partition wall according to claim 1 and structure metope and cylinder syndeton is characterized in that: fixing by nailing (202) between described L shaped steel plate and structure metope, cylinder.
6. compound partition wall according to claim 5 and structure metope and cylinder syndeton is characterized in that: also be provided with expansion bolt (232) between described compound partition wall (1) and structure metope, cylinder (23) and reinforce.
7. compound partition wall according to claim 6 and structure metope and cylinder syndeton, 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.
8. compound partition wall according to claim 1 and structure metope and cylinder syndeton is characterized in that: described 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320189151 CN203145251U (en) | 2013-04-15 | 2013-04-15 | Connecting structure of composite partition wall and structural wall face and post face |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320189151 CN203145251U (en) | 2013-04-15 | 2013-04-15 | Connecting structure of composite partition wall and structural wall face and post face |
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| Publication Number | Publication Date |
|---|---|
| CN203145251U true CN203145251U (en) | 2013-08-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320189151 Expired - Fee Related CN203145251U (en) | 2013-04-15 | 2013-04-15 | Connecting structure of composite partition wall and structural wall face and post face |
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| CN (1) | CN203145251U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266694A (en) * | 2013-04-15 | 2013-08-28 | 浙江海天建设集团有限公司 | Connecting structure for composite partition and structural wall and cylinder |
-
2013
- 2013-04-15 CN CN 201320189151 patent/CN203145251U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266694A (en) * | 2013-04-15 | 2013-08-28 | 浙江海天建设集团有限公司 | Connecting structure for composite partition and structural wall and cylinder |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130821 Termination date: 20170415 |