CN203145252U - Composite partition wall-steel post connecting structure - Google Patents
Composite partition wall-steel post connecting structure Download PDFInfo
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- CN203145252U CN203145252U CN 201320189160 CN201320189160U CN203145252U CN 203145252 U CN203145252 U CN 203145252U CN 201320189160 CN201320189160 CN 201320189160 CN 201320189160 U CN201320189160 U CN 201320189160U CN 203145252 U CN203145252 U CN 203145252U
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- steel
- partition wall
- compound
- link slot
- joint
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Abstract
The utility model discloses a composite partition wall-steel post connecting structure, wherein each composite partition wall is formed by splicing an upper section partition wall board and a lower section partition wall board, and a steel post is arranged between adjacent composite partition walls, and is I-shaped or square steel; if the steel post is the I-shaped steel, protruding parts at left and right sides of the I-shaped steel are embedded in the composite partition walls, cement mortar is filled in gaps between the I-shaped steel and the composite partition walls; or if the steel post is the square steel, L-shaped steel is arranged between the square steel and the composite partition walls, and a foaming agent is filled into gaps between the square steel and the composite partition walls. The composite partition wall-steel post connecting structure successfully solves the problems of easy loosening and cracking between each composite partition wall and the steel post.
Description
Technical field
The utility model relates to a kind of compound partition wall and steel column syndeton.
Background technology
Usually adopt cement mortar to fill in the prior art between compound partition wall and the steel column 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 steel column syndeton, solves to occur problem loosening and cracking between compound partition wall and the steel column easily, solves 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 steel column syndeton, compound partition wall is spliced by last joint partition board and following joint partition board, be provided with steel column between the two adjacent compound partition walls, 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 steel column is i iron or square steel, wherein i iron left and right sides protuberance is embedded in the compound partition wall, filling concrete mortar in the slit between i iron and compound partition wall is provided with L shaped steel between described square steel and compound partition wall, filling-foam agent in the slit between described square steel and compound partition wall.
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, described i iron external surface is smeared one deck Building Adhesive, and the corresponding i iron of described compound partition wall left and right sides protuberance is provided with dovetail groove.
As preferably, described L shaped steel one side and square steel welding are fixing, and described another side of L shaped steel is imbedded in the compound partition wall.
Steel column is divided into i iron and two kinds of structures of square column in the utility model, wherein be embedded in the compound partition wall at i iron left and right sides protuberance, filling concrete mortar in the slit between i iron and compound partition wall, be provided with L shaped steel between square steel and compound partition wall, filling-foam agent in the slit between square steel and compound partition wall has so successfully solved the loosening problem that reaches cracking of easy appearance between compound partition wall and the steel column.
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 compound partition wall and i iron steel column syndeton schematic diagram;
Fig. 2 is compound partition wall and square steel steel column syndeton schematic diagram;
Fig. 3 is last joint partition board and saves partition board syndeton schematic diagram down.
The specific embodiment
As shown in Figure 1 to Figure 3, compound partition wall 1 is spliced by last joint partition board 10 and joint partition board 11 down, is provided with steel column 24 between the two adjacent compound partition walls.
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 steel column 24 is i iron, wherein i iron left and right sides protuberance is embedded in the compound partition wall 1, filling concrete mortar 203 in the slit between i iron and compound partition wall, described i iron external surface is smeared one deck Building Adhesive 242, and the corresponding i iron of described compound partition wall left and right sides protuberance is provided with dovetail groove.
As shown in Figure 3, described steel column 24 is square steel, and 1 on described square steel and compound partition wall are provided with L shaped steel 201, filling-foam agent 240 in the slit between described square steel and compound partition wall.Described L shaped steel one side and square steel welding fix 241, and described another side of L shaped steel is imbedded in the compound partition wall 1.
Claims (6)
1. compound partition wall and steel column syndeton, compound partition wall (1) is spliced by last joint partition board (10) and following joint partition board (11), be provided with steel column (24) between the two adjacent compound partition walls, 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 steel column is i iron or square steel, wherein i iron left and right sides protuberance is embedded in the compound partition wall, filling concrete mortar (203) in the slit between i iron and compound partition wall, be provided with L shaped steel (201) between described square steel and compound partition wall, filling-foam agent (240) in the slit between described square steel and compound partition wall.
2. compound partition wall according to claim 1 and steel column 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 steel column 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 steel column 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 steel column syndeton, it is characterized in that: described i iron external surface is smeared one deck Building Adhesive (242), and the corresponding i iron of described compound partition wall left and right sides protuberance is provided with dovetail groove.
6. compound partition wall according to claim 1 and steel column syndeton is characterized in that: described L shaped steel one side and square steel welding fixing (241), described another side of L shaped steel is imbedded in the compound partition wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320189160 CN203145252U (en) | 2013-04-15 | 2013-04-15 | Composite partition wall-steel post connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320189160 CN203145252U (en) | 2013-04-15 | 2013-04-15 | Composite partition wall-steel post connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203145252U true CN203145252U (en) | 2013-08-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320189160 Expired - Fee Related CN203145252U (en) | 2013-04-15 | 2013-04-15 | Composite partition wall-steel post connecting structure |
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| Country | Link |
|---|---|
| CN (1) | CN203145252U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266695A (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 steel column |
-
2013
- 2013-04-15 CN CN 201320189160 patent/CN203145252U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266695A (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 steel column |
| CN103266695B (en) * | 2013-04-15 | 2015-04-22 | 浙江海天建设集团有限公司 | Connecting structure for composite partition and steel column |
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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 |
Granted publication date: 20130821 Termination date: 20170415 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |