CN103266691A - Widened and heightened structure for compound partition wall - Google Patents
Widened and heightened structure for compound partition wall Download PDFInfo
- Publication number
- CN103266691A CN103266691A CN2013101313494A CN201310131349A CN103266691A CN 103266691 A CN103266691 A CN 103266691A CN 2013101313494 A CN2013101313494 A CN 2013101313494A CN 201310131349 A CN201310131349 A CN 201310131349A CN 103266691 A CN103266691 A CN 103266691A
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- Prior art keywords
- partition wall
- compound
- steel
- partition board
- widening
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- 238000005192 partition Methods 0.000 title claims abstract description 122
- 150000001875 compounds Chemical class 0.000 title claims abstract description 50
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 62
- 239000010959 steel Substances 0.000 claims abstract description 62
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 40
- 229910052742 iron Inorganic materials 0.000 claims description 20
- 239000004570 mortar (masonry) Substances 0.000 claims description 8
- 239000004568 cement Substances 0.000 claims description 6
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 230000001413 cellular effect Effects 0.000 claims description 3
- 238000005336 cracking Methods 0.000 abstract description 8
- 239000011083 cement mortar Substances 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000011162 core material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a widened and heightened structure for a compound partition wall. The compound partition wall is formed by splicing a plurality of groups of upper section partition boards and lower section partition boards, wherein steel columns are arranged between two horizontally adjacent groups of partition boards; transverse beams are arranged between two vertically adjacent groups of partition boards; the steel columns are I steel; protruding parts on the left and right sides of the I steel are embedded into the compound partition wall; cement mortar is filled into gaps between the I steel and the compound partition wall; the transverse beams are also I steel; the distances between the protruding parts on both sides of the steel columns are larger than the distances between protruding parts on both sides of the transverse beams; the end parts of the transverse beams are welded and fixed on the side faces of recesses in the steel columns; the protruding parts on the upper and lower sides of the transverse beams are embedded into the compound partition wall; and cement mortar is filled into the gaps between the transverse beams and the compound partition wall. Due to the adoption of the widened and heightened structure, the problem of easiness in loosening and cracking between the compound partition wall and the steel columns and the transverse beams are solved successfully.
Description
Technical field
The present invention relates to a kind of compound partition wall and steel column syndeton.
Background technology
For general partition wall, height and width numerical value are little, need not to set up steel work crossbeam and steel column, if but the height of partition wall and width numerical value are bigger, should set up steel column and crossbeam, usually adopt cement mortar to fill in the prior art between compound partition wall and steel column and the crossbeam 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.
Summary of the invention
Technical problem to be solved by this invention just provides widening of a kind of compound partition wall and increases structure, solve the loosening problem that reaches cracking of easy appearance between compound partition wall and steel column and the crossbeam, 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 present invention adopts following technical scheme: structure is increased in widening of a kind of compound partition wall, compound partition wall saves partition board and descends the joint partition board to be spliced on some groups, wherein be provided with steel column between the adjacent two groups of partition boards in the left and right sides, be provided with crossbeam between two groups of neighbouring partition boards, 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, and 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; Described crossbeam also is i iron, distance between the protuberance of steel column both sides is greater than the distance between the protuberance of crossbeam both sides, beam-end is fixedly welded on the steel column inner fovea part side, the described crossbeam protuberance of both sides up and down is embedded in the compound partition wall filling concrete mortar in the gap between crossbeam 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 steel column 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, 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 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.
As preferably, be provided with interface channel between the described hole, be embedded with bar planting in the described interface channel.
Steel column is i-beam structure among the present invention, 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 has so successfully solved the loosening problem that reaches cracking of easy appearance between compound partition wall and the steel column.
Crossbeam and steel column welding meanwhile is fixing, and the protuberance of both sides is embedded in the compound partition wall about the crossbeam, filling concrete mortar in the gap between crossbeam and compound partition wall has so successfully solved the loosening problem that reaches cracking of easy appearance between compound partition wall and the crossbeam.
In addition, the present invention 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 present invention is further described:
Fig. 1 is compound partition wall and i iron steel column syndeton schematic diagram;
Fig. 2 is compound partition wall and crossbeam syndeton schematic diagram;
Fig. 3 is crossbeam and steel column syndeton vertical view;
Fig. 4 is crossbeam and steel column syndeton lateral view.
Fig. 5 is last joint partition board and saves partition board syndeton schematic diagram down.
The specific embodiment
To shown in Figure 5, compound partition wall 1 is spliced by joint partition board 10 on some groups and joint partition board 11 down as Fig. 1, on save partition board 10 and be spliced into a partition board earlier with joint partition board 11 down, and then with the partition board splicing of other groups.Wherein be provided with steel column 24 between the adjacent two groups of partition boards in the left and right sides, be provided with crossbeam 25 between two groups of neighbouring partition boards.
As shown in Figures 1 to 4, described crossbeam and steel column are i iron, distance between the protuberance of steel column both sides is greater than the distance between the protuberance of crossbeam both sides, beam-end is fixedly welded on the steel column inner fovea part side, the described crossbeam protuberance of both sides up and down is embedded in the compound partition wall filling concrete mortar 203 in the gap between crossbeam and compound partition wall.
Steel column 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, 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.
Fig. 5 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 present invention 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 present invention's 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.
Claims (9)
1. widening of a compound partition wall increased structure, compound partition wall (1) saves partition board (10) and descends joint partition board (11) to be spliced on some groups, wherein be provided with steel column (24) between the adjacent two groups of partition boards in the left and right sides, be provided with crossbeam (25) between two groups of neighbouring partition boards, 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 (24) is i iron, and 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; Described crossbeam (25) also is i iron, distance between the protuberance of steel column both sides is greater than the distance between the protuberance of crossbeam both sides, beam-end is fixedly welded on the steel column inner fovea part side, the described crossbeam protuberance of both sides up and down is embedded in the compound partition wall filling concrete mortar (203) in the gap between crossbeam and compound partition wall.
2. widening of compound partition wall according to claim 1 increased structure, it is characterized in that: the described joint partition board bottom of going up is provided with link slot (101), and described going up in the link slot is equipped with steel plate, and described connecting pin is fixed in the link slot.
3. widening of compound partition wall according to claim 2 increased 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. widening of compound partition wall according to claim 3 increased structure, it is characterized in that: described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
5. widening of compound partition wall according to claim 1 increased structure, it is characterized in that: described steel column 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. widening of compound partition wall according to claim 1 increased structure, 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.
7. widening of compound partition wall according to claim 6 increased structure, it is characterized in that: be provided with dividing plate in the 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.
8. widening of compound partition wall according to claim 7 increased structure, it is characterized in that: described hole be shaped as regular hexagon, described hole is arranged in cellular.
9. widening of compound partition wall according to claim 8 increased structure, it is characterized in that: be provided with interface channel between the described hole, be embedded with bar planting in the described interface channel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310131349.4A CN103266691B (en) | 2013-04-15 | 2013-04-15 | Widened and heightened structure for compound partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310131349.4A CN103266691B (en) | 2013-04-15 | 2013-04-15 | Widened and heightened structure for compound partition wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103266691A true CN103266691A (en) | 2013-08-28 |
| CN103266691B CN103266691B (en) | 2015-07-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310131349.4A Active CN103266691B (en) | 2013-04-15 | 2013-04-15 | Widened and heightened structure for compound partition wall |
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| Country | Link |
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| CN (1) | CN103266691B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213656A (en) * | 2014-08-07 | 2014-12-17 | 叶君华 | Construction method of denoising and fireproof plate |
| CN109339291A (en) * | 2018-10-10 | 2019-02-15 | 河北水利电力学院 | Wall-column, wall-beam linked system for H profile steel beam column assembled architecture |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2218213Y (en) * | 1994-04-18 | 1996-01-24 | 王义福 | Linkager of partition wall |
| JPH08270091A (en) * | 1995-04-03 | 1996-10-15 | Nishikawa Rubber Co Ltd | Seal structure of exterior wall panel |
| CN2415073Y (en) * | 2000-03-15 | 2001-01-17 | 林保财 | Partition panel without need of scarf strip |
| CN2654747Y (en) * | 2003-11-08 | 2004-11-10 | 周世斌 | Tooth form fastening structure |
| JP2011231478A (en) * | 2010-04-26 | 2011-11-17 | Dow Chemical Company | Auxiliary member used for heat insulation construction and method of heat insulation construction using the same |
| CN203145244U (en) * | 2013-04-15 | 2013-08-21 | 浙江海天建设集团有限公司 | Widening and heighten structure of composite partition wall |
-
2013
- 2013-04-15 CN CN201310131349.4A patent/CN103266691B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2218213Y (en) * | 1994-04-18 | 1996-01-24 | 王义福 | Linkager of partition wall |
| JPH08270091A (en) * | 1995-04-03 | 1996-10-15 | Nishikawa Rubber Co Ltd | Seal structure of exterior wall panel |
| CN2415073Y (en) * | 2000-03-15 | 2001-01-17 | 林保财 | Partition panel without need of scarf strip |
| CN2654747Y (en) * | 2003-11-08 | 2004-11-10 | 周世斌 | Tooth form fastening structure |
| JP2011231478A (en) * | 2010-04-26 | 2011-11-17 | Dow Chemical Company | Auxiliary member used for heat insulation construction and method of heat insulation construction using the same |
| CN203145244U (en) * | 2013-04-15 | 2013-08-21 | 浙江海天建设集团有限公司 | Widening and heighten structure of composite partition wall |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213656A (en) * | 2014-08-07 | 2014-12-17 | 叶君华 | Construction method of denoising and fireproof plate |
| CN104213656B (en) * | 2014-08-07 | 2016-05-11 | 叶君华 | Noise reduction, fire-proof board construction method |
| CN109339291A (en) * | 2018-10-10 | 2019-02-15 | 河北水利电力学院 | Wall-column, wall-beam linked system for H profile steel beam column assembled architecture |
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| Publication number | Publication date |
|---|---|
| CN103266691B (en) | 2015-07-22 |
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| C14 | Grant of patent or utility model | ||
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Address after: No. 55, Wu Ning Xi Road, Dongyang City, Jinhua, Zhejiang Patentee after: HAITIAN CONSTRUCTION GROUP Co.,Ltd. Address before: No. 55, Wu Ning Xi Road, Dongyang City, Jinhua, Zhejiang Patentee before: ZHEJIANG HAITIAN CONSTRUCTION GROUP Co.,Ltd. |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A widened and raised structure for composite partition walls Granted publication date: 20150722 Pledgee: Dongyang Branch of China Construction Bank Co.,Ltd. Pledgor: HAITIAN CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2024980019617 |