CN103266693A - Integral assembly type composite partition wall seamless mounting structure - Google Patents
Integral assembly type composite partition wall seamless mounting structure Download PDFInfo
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- CN103266693A CN103266693A CN2013101301035A CN201310130103A CN103266693A CN 103266693 A CN103266693 A CN 103266693A CN 2013101301035 A CN2013101301035 A CN 2013101301035A CN 201310130103 A CN201310130103 A CN 201310130103A CN 103266693 A CN103266693 A CN 103266693A
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- partition wall
- partition board
- compound
- joint
- mounting structure
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- 238000005192 partition Methods 0.000 title claims abstract description 178
- 239000002131 composite material Substances 0.000 title abstract 6
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 81
- 239000010959 steel Substances 0.000 claims abstract description 81
- 150000001875 compounds Chemical class 0.000 claims description 67
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 42
- 239000004570 mortar (masonry) Substances 0.000 claims description 24
- 229910052742 iron Inorganic materials 0.000 claims description 21
- 238000003475 lamination Methods 0.000 claims description 4
- 229920000642 polymer Polymers 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 238000005336 cracking Methods 0.000 abstract description 12
- 238000010586 diagram Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 239000011083 cement mortar Substances 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
- 230000001413 cellular effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The invention discloses an integral assembly type composite partition wall seamless mounting structure. A composite partition wall is formed by splicing a plurality of groups of upper sections of partition wall boards and lower sections of partition wall boards, wherein steel columns are arranged between left and right adjacent groups of partition wall boards; cross beams are arranged between upper and lower adjacent groups of partition wall boards; the upper sections of partition wall boards in the upper partition wall board are fixed to a concrete top slab; the lower sections of partition wall boards in the lower partition wall board are fixed to a concrete bottom slab; and the left and right side faces of the composite partition wall are fixed to the structural wall surface and column surface. According to the integral assembly type composite partition wall seamless mounting structure, the problem of high probability of loosening and cracking of the composite partition wall is successfully solved, and meanwhile, the technical problem of high probability of board joint cracking between upper and lower sections of partition wall boards is solved.
Description
Technical field
The present invention relates to the compound partition wall mounting structure of a kind of whole assembling.
Background technology
For the compound partition wall of whole assembling, problem loosening and cracking appears after the installation 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 the seamless mounting structure of the compound partition wall of a kind of whole assembling, solves compound partition wall and occurs problem loosening and cracking easily, solves the technical problem that occurs slab-joint cracking up and down between the two joint partition boards easily simultaneously.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: the seamless mounting structure of the compound partition wall of whole assembling, 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, fix and upward save partition board and concrete roof in the partition board of top, saving partition board and concrete floor in the partition board of below down fixes, 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 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; 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; 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, 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, fix by nailing between the L shaped steel plate between described compound partition wall side and structure metope, cylinder 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, 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.
The present invention 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 and the cylinder easily.
Steel column is i-beam structure, wherein is embedded in the compound partition wall at i iron left and right sides protuberance, and 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 first kind of syndeton schematic diagram of last joint partition board and concrete roof;
Fig. 2 is second kind of syndeton schematic diagram of last joint partition board and concrete roof;
Fig. 3 is for saving the syndeton schematic diagram of partition board and concrete floor down;
Fig. 4 is for saving partition board and concrete floor constructing structure schematic diagram down;
Fig. 5 is compound partition wall and structure metope and cylinder syndeton schematic diagram;
Fig. 6 is the structural representation that arranges of expansion bolt between compound partition wall and structure metope and cylinder;
Fig. 7 is compound partition wall and i iron steel column syndeton schematic diagram;
Fig. 8 is compound partition wall and crossbeam syndeton schematic diagram;
Fig. 9 is crossbeam and steel column syndeton vertical view;
Figure 10 is crossbeam and steel column syndeton lateral view;
Figure 11 is last joint partition board and saves partition board syndeton schematic diagram down.
The specific embodiment
Extremely shown in Figure 11 as Fig. 1, 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, fix with concrete roof 20 and go up the joint partition board in the partition board of top, joint partition board and concrete floor 21 are fixing under in the partition board of below, and compound partition wall left and right sides face and structure metope, cylinder 23 are fixed.
As shown in Figure 1, 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 2, 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 3, 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, 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 4, 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 5, described compound partition wall side is fixed with structure metope, cylinder by L shaped steel plate 201, 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 6, 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.
As shown in Figure 7, described steel column is i iron, 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 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.
Extremely shown in Figure 10 as Fig. 8, 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 203 in the gap between crossbeam and compound partition wall.
Figure 11 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 (10)
1. the seamless mounting structure of the compound partition wall of whole assembling, 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, and it is fixing upward to save partition board and concrete roof (20) in the partition board of top, it is fixing to save partition board and concrete floor (21) in the partition board of below down, 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; 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 (203) 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 (203) in the gap between crossbeam and compound partition wall; Described 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 seamless mounting structure of 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 seamless mounting structure of 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 seamless mounting structure of 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 seamless mounting structure of the compound partition wall of whole assembling according to claim 1, it is characterized in that: described steel column i iron external surface is smeared one deck Building Adhesive (252), and the corresponding i iron of described compound partition wall left and right sides protuberance is provided with dovetail groove.
6. the seamless mounting structure of the compound partition wall of whole assembling according to claim 1 is characterized in that: fixing by nailing (202) between the L shaped steel plate between described compound partition wall side and structure metope, cylinder and structure metope, cylinder.
7. the seamless mounting structure of 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 seamless mounting structure of 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 seamless mounting structure of 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.
10. the seamless mounting structure of the compound partition wall of whole assembling according to claim 9, 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.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310130103.5A CN103266693B (en) | 2013-04-15 | 2013-04-15 | Integral assembly type composite partition wall seamless mounting structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310130103.5A CN103266693B (en) | 2013-04-15 | 2013-04-15 | Integral assembly type composite partition wall seamless mounting structure |
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| CN103266693A true CN103266693A (en) | 2013-08-28 |
| CN103266693B CN103266693B (en) | 2015-02-25 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104746772A (en) * | 2015-04-16 | 2015-07-01 | 重庆建工第三建设有限责任公司 | Ash concrete hollow partition board anti-cracking construction method |
| CN107178162A (en) * | 2017-05-23 | 2017-09-19 | 山东佳德泓实业有限公司 | One kind exempts from paint energy-saving wall board and its mounting process |
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2013
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| CN104746772A (en) * | 2015-04-16 | 2015-07-01 | 重庆建工第三建设有限责任公司 | Ash concrete hollow partition board anti-cracking construction method |
| CN107178162A (en) * | 2017-05-23 | 2017-09-19 | 山东佳德泓实业有限公司 | One kind exempts from paint energy-saving wall board and its mounting process |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103266693B (en) | 2015-02-25 |
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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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Denomination of invention: Seamless installation structure of integral assembly composite partition wall Granted publication date: 20150225 Pledgee: Dongyang Branch of China Construction Bank Co.,Ltd. Pledgor: HAITIAN CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2024980019617 |