CN103266692B - Top and bottom mounting structure for composite partition - Google Patents
Top and bottom mounting structure for composite partition Download PDFInfo
- Publication number
- CN103266692B CN103266692B CN201310129698.2A CN201310129698A CN103266692B CN 103266692 B CN103266692 B CN 103266692B CN 201310129698 A CN201310129698 A CN 201310129698A CN 103266692 B CN103266692 B CN 103266692B
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- Prior art keywords
- partition board
- joint partition
- concrete
- link slot
- steel plate
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- 238000005192 partition Methods 0.000 title claims abstract description 111
- 239000002131 composite material Substances 0.000 title claims abstract description 21
- 239000004567 concrete Substances 0.000 claims abstract description 61
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 48
- 239000010959 steel Substances 0.000 claims abstract description 48
- 239000004570 mortar (masonry) Substances 0.000 claims description 11
- 238000009434 installation Methods 0.000 claims description 10
- 239000011083 cement mortar Substances 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 5
- 230000005540 biological transmission Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000011162 core material Substances 0.000 description 2
- 238000005336 cracking Methods 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
- 230000002265 prevention Effects 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a top and bottom mounting structure for a composite partition. The composite partition is formed by splicing an upper partition board and a lower partition board; the upper partition board and a concrete top plate are fixed; the lower partition board and a concrete base plate are fixed; the top of the upper partition board is fixed with the concrete top plate through an L-shaped steel plate; cement mortar is filled in a gap between the top of the upper partition board and the concrete top plate; the bottom of the lower partition board is fixed with the concrete base plate through an L-shaped steel plate; and cement mortar is filled in a gap between the bottom of the lower partition board and the concrete base plate. The structure successfully solves the problem that the composite partition, the concrete top plate on the top and the concrete base plate on the bottom are easily loosened and cracked.
Description
Technical field
The present invention relates to a kind of top and bottom installation structure of composite partition.
Background technology
In prior art composite partition with usually adopts cement mortar to fill between top concrete top board and lower concrete base plate to be connected, easily to occur problem that is loosening and that ftracture.
Summary of the invention
Technical problem to be solved by this invention is just to provide a kind of top and bottom installation structure of composite partition, solves the problem easily occurring between composite partition and top concrete top board and lower concrete base plate loosening and ftractureing.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: the top of composite partition and bottom installation structure, composite partition is spliced by upper joint partition board and lower joint partition board, upper joint partition board and concrete roof are fixed, lower joint partition board and concrete floor are fixed, it is characterized in that: described upper joint partition board bottom is provided with connecting pin, described lower joint partition board top is provided with steel pin plate, described connecting pin is provided with forward sawtooth, cotter way is provided with in described steel pin plate, reverse sawtooth is provided with in described cotter way, described connecting pin and steel pin plate fastening by being connected of forward and reverse sawtooth, upper joint partition board top is fixed by L shape steel plate and concrete roof, filling concrete mortar in gap between upper joint partition board top and concrete roof, lower joint partition board bottom is fixed by L shape steel plate and concrete floor, filling concrete mortar in gap between lower joint partition board bottom and concrete floor, lower joint partition board center bottom is provided with a dovetail groove, L shape steel plate one side is located in dovetail groove, filling concrete mortar in dovetail groove.
As preferably, described upper joint partition board bottom is provided with link slot, and be equipped with steel plate in described upper link slot, described connecting pin is fixed in link slot.
As preferably, described lower joint partition board top is provided with lower link slot, and be equipped with steel plate in described lower link slot, described steel pin plate is located in lower link slot, is provided with spring between described two ends, steel pin plate left and right and lower 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, both sides, described upper joint partition board top are respectively provided with a L shape steel plate, or L shape steel plate is arranged on joint partition board top middle portion, is fixed between L shape steel plate and concrete roof by nailing.
As preferably, 90 degree of corners between described upper both sides, joint partition board top and concrete roof are additional is pasted with lengths.
The present invention is connected and fixed by L shape steel plate between composite partition and top concrete top board and lower concrete base plate, simultaneously recharge cement mortar in gap, successfully solve the problem easily occurring between composite partition and top concrete top board and lower concrete base plate loosening and ftractureing.
In addition, present invention uses the mechanical seamless theory of engagement and connect upper joint partition board and lower joint partition board, namely inserting with the zigzag connecting pin of band is embedded in the link slot of partition board termination, connecting pin be hidden in link slot with flexible fastening by spring of the steel pin plate of reverse saw flute profile, both are engaged each other, thus two sections of partition boards are linked to be entirety, it can not only reliably transmission of pressure, can also bear moment of flexure, shearing and pulling force, this structure successfully solves the construction difficult problem of slab-joint cracking.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the invention will be further described:
Fig. 1 is upper joint partition board and lower joint partition board syndeton schematic diagram;
Fig. 2 is the first syndeton schematic diagram of upper joint partition board and concrete roof;
Fig. 3 is the second syndeton schematic diagram of upper joint partition board and concrete roof;
Fig. 4 is the syndeton schematic diagram of lower joint partition board and concrete floor;
Fig. 5 is lower joint partition board and concrete floor constructing structure schematic diagram.
Detailed description of the invention
As shown in Figures 1 to 5, composite partition is spliced with lower joint partition board 11 by upper joint partition board 10, and upper joint partition board and concrete roof 20 are fixed, and lower joint partition board and concrete floor 21 are fixed,
Fig. 1 shows the syndeton of joint partition board and lower joint partition board, described upper joint partition board 10 bottom is provided with connecting pin 102, described lower joint partition board 11 top is provided with steel pin plate 112, described connecting pin 102 is provided with forward sawtooth 103, cotter way is provided with in described steel pin plate 112, be provided with reverse sawtooth 113 in described cotter way, described connecting pin 102 and steel pin plate 112 fastening as a whole by being connected of forward and reverse sawtooth.Described upper joint partition board 10 top is provided with link slot 101, and be equipped with steel plate in described upper link slot, described connecting pin 102 is fixed in link slot.Described lower joint partition board 11 bottom is provided with lower link slot 111, and be equipped with steel plate in described lower link slot, described steel pin plate 112 is located in lower link slot, is provided with spring 114 between described two ends, steel pin plate left and right and lower link slot left and right sides wall.Described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
Well in advance saves the link slot of partition board and lower joint partition board, then connecting pin and steel pin plate are embedded in the link slot of partition board termination, when upper joint partition board is connected with lower joint partition board, connecting pin inserts in the cotter way of steel pin plate, forward and reverse jigsaw fit connects, simultaneously because the steel pin plate left and right sides is fastening by telescopic spring, thus upper joint partition board and lower joint partition board are linked to be entirety.
The present invention employs the mechanical seamless theory of engagement and is connected between upper joint partition board with lower joint partition board, namely inserting with the zigzag connecting pin of band is embedded in the lower link slot of lower joint partition board termination, connecting pin be hidden in lower link slot with flexible fastening by spring of the steel pin plate of reverse saw flute profile, both are engaged each other, thus two sections of partition boards are linked to be entirety, it can not only reliably transmission of pressure, can also bear moment of flexure, shearing and pulling force, this structure successfully solves the construction difficult problem of slab-joint cracking.
In addition, this partition board comprise plant fiber-cement panel and be located at partition board inner chamber that plant fiber-cement panel surrounds in fibrous concrete.Be provided with dividing plate in described partition board inner chamber, partition board inner chamber is divided into several holes by described dividing plate, and described fibrous concrete is filled in hole.The shape of described hole is regular hexagon, and described hole is arranged in cellular.Be provided with interface channel between described hole, in described interface channel, be embedded with bar planting.
The present invention improves the core material of partition wall on the basis of traditional partition board, be provided with fibrous concrete as core body synthetic materials, in addition, owing to being provided with diaphragm structure further, the performance requirements such as satisfied sound insulation, insulation, fire prevention, waterproof, environmental protection make partition wall have tension, compressive property further, also improves anti-seismic performance.
As shown in Figure 2, upper joint partition board 10 top is fixed by L shape steel plate 201 and concrete roof 20, and both sides, described upper joint partition board 10 top are respectively provided with between L shape steel plate 201, a L shape steel plate and concrete roof and are fixed by nailing 202.Filling concrete mortar 203 in gap between upper joint partition board top and concrete roof.90 degree of corners between described upper both sides, joint partition board top and concrete roof are additional is pasted with lengths 204.
As shown in Figure 3, L shape steel plate between upper joint partition board 10 and concrete roof 20 also can be arranged on joint partition board top middle portion, upper joint partition board top middle portion is provided with a dovetail groove, and L shape steel plate one side is located in dovetail groove, filling concrete mortar 203 in dovetail groove.
As shown in Figure 4, lower joint partition board bottom is fixed by L shape steel plate 201 and concrete floor 21, filling concrete mortar 203 in the gap between lower joint partition board bottom and concrete floor.Lower joint partition board center bottom is provided with a dovetail groove, and L shape steel plate one side is located in dovetail groove, filling concrete mortar 203 in dovetail groove.Concrete floor is equipped with surface layer 210.
As shown in Figure 5, when lower joint partition board and concrete floor are constructed, both sides, lower joint partition board 11 bottom are carried on the back tightly by timber wedge 211, then filling concrete mortar 203 in gap, are withdrawn from by timber wedge after finally arriving intensity.
Claims (6)
1. the top of composite partition and bottom installation structure, composite partition is spliced by upper joint partition board (10) and lower joint partition board (11), upper joint partition board and concrete roof (20) are fixed, lower joint partition board and concrete floor (21) are fixed, it is characterized in that: described upper joint partition board bottom is provided with connecting pin (102), described lower joint partition board top is provided with steel pin plate (112), described connecting pin is provided with forward sawtooth (103), cotter way is provided with in described steel pin plate, reverse sawtooth (113) is provided with in described cotter way, described connecting pin and steel pin plate fastening by being connected of forward and reverse sawtooth, upper joint partition board top is fixed by L shape steel plate (201) and concrete roof (20), filling concrete mortar (203) in gap between upper joint partition board top and concrete roof, lower joint partition board bottom is fixed by L shape steel plate (201) and concrete floor, filling concrete mortar (203) in gap between lower joint partition board bottom and concrete floor, lower joint partition board center bottom is provided with a dovetail groove, L shape steel plate one side is located in dovetail groove, filling concrete mortar in dovetail groove.
2. the top of composite partition according to claim 1 and bottom installation structure, it is characterized in that: described upper joint partition board bottom is provided with link slot (101), be equipped with steel plate in described upper link slot, described connecting pin is fixed in link slot.
3. the top of composite partition according to claim 2 and bottom installation structure, it is characterized in that: described lower joint partition board (11) top is provided with lower link slot (111), steel plate is equipped with in described lower link slot, described steel pin plate (112) is located in lower link slot, is provided with spring (114) between described two ends, steel pin plate left and right and lower link slot left and right sides wall.
4. the top of composite partition according to claim 3 and bottom installation structure, is characterized in that: described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
5. the top of composite partition according to claim 1 and bottom installation structure, it is characterized in that: both sides, described upper joint partition board top are respectively provided with a L shape steel plate, or L shape steel plate is arranged on joint partition board top middle portion, fixed by nailing (202) between L shape steel plate and concrete roof.
6. the top of composite partition according to claim 5 and bottom installation structure, is characterized in that: 90 degree of corners between described upper both sides, joint partition board top and concrete roof are additional is pasted with lengths (204).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310129698.2A CN103266692B (en) | 2013-04-15 | 2013-04-15 | Top and bottom mounting structure for composite partition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310129698.2A CN103266692B (en) | 2013-04-15 | 2013-04-15 | Top and bottom mounting structure for composite partition |
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| Publication Number | Publication Date |
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| CN103266692A CN103266692A (en) | 2013-08-28 |
| CN103266692B true CN103266692B (en) | 2015-02-25 |
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| CN201310129698.2A Active CN103266692B (en) | 2013-04-15 | 2013-04-15 | Top and bottom mounting structure for composite partition |
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| CN (1) | CN103266692B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN109025133A (en) * | 2018-08-10 | 2018-12-18 | 百色市飞拓轻质墙板有限公司 | A kind of installation method of lightweight wall plate |
| CN111197352B (en) * | 2020-01-09 | 2021-10-01 | 吉林建筑大学 | Construction method of standard layer partition wall of assembled concrete shear stair |
| CN111734017A (en) * | 2020-07-06 | 2020-10-02 | 中铁二十三局集团第四工程有限公司 | Light partition board mounting structure and mounting method |
| CN113802730A (en) * | 2020-07-16 | 2021-12-17 | 六安微领时代工业智能科技有限公司 | Impact-resistant aluminum inner curtain wall plate |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2415073Y (en) * | 2000-03-15 | 2001-01-17 | 林保财 | Partition panel without need of scarf strip |
| JP2001107496A (en) * | 1999-10-12 | 2001-04-17 | Sekisui Chem Co Ltd | Partition panel mounting structure and method |
| CN1970914A (en) * | 2006-12-13 | 2007-05-30 | 北京城建集团有限责任公司 | Steel structure assisted layered installation and construction method for superhigh PRC partition plate |
| CN201778419U (en) * | 2010-06-24 | 2011-03-30 | 成都建筑工程集团总公司 | Fixing and mounting structure for partition board and wall cylindrical surface |
| CN201785904U (en) * | 2010-09-28 | 2011-04-06 | 江苏崇佑新型建材有限公司(外商独资) | Connecting device for partition wall |
| CN102797309A (en) * | 2012-09-11 | 2012-11-28 | 朱孝元 | Building partition wall with easy disassembly and assembly |
| CN102251606B (en) * | 2011-04-26 | 2013-03-20 | 北京城建五建设工程有限公司 | Outer partition wall built by adopting light concrete partition wall boards and construction method thereof |
| CN203160462U (en) * | 2013-04-15 | 2013-08-28 | 浙江海天建设集团有限公司 | Top and bottom installation structure of composite partition wall |
-
2013
- 2013-04-15 CN CN201310129698.2A patent/CN103266692B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001107496A (en) * | 1999-10-12 | 2001-04-17 | Sekisui Chem Co Ltd | Partition panel mounting structure and method |
| CN2415073Y (en) * | 2000-03-15 | 2001-01-17 | 林保财 | Partition panel without need of scarf strip |
| CN1970914A (en) * | 2006-12-13 | 2007-05-30 | 北京城建集团有限责任公司 | Steel structure assisted layered installation and construction method for superhigh PRC partition plate |
| CN201778419U (en) * | 2010-06-24 | 2011-03-30 | 成都建筑工程集团总公司 | Fixing and mounting structure for partition board and wall cylindrical surface |
| CN201785904U (en) * | 2010-09-28 | 2011-04-06 | 江苏崇佑新型建材有限公司(外商独资) | Connecting device for partition wall |
| CN102251606B (en) * | 2011-04-26 | 2013-03-20 | 北京城建五建设工程有限公司 | Outer partition wall built by adopting light concrete partition wall boards and construction method thereof |
| CN102797309A (en) * | 2012-09-11 | 2012-11-28 | 朱孝元 | Building partition wall with easy disassembly and assembly |
| CN203160462U (en) * | 2013-04-15 | 2013-08-28 | 浙江海天建设集团有限公司 | Top and bottom installation structure of composite partition wall |
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| Publication number | Publication date |
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| CN103266692A (en) | 2013-08-28 |
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| CP01 | Change in the name or title of a patent holder |
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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| CP01 | Change in the name or title of a patent holder | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: The top and bottom installation structure of composite partition walls Granted publication date: 20150225 Pledgee: Dongyang Branch of China Construction Bank Co.,Ltd. Pledgor: HAITIAN CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2024980019617 |