CN103266697B - Integral assembly type composite partition wall - Google Patents
Integral assembly type composite partition wall Download PDFInfo
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- CN103266697B CN103266697B CN201310131377.6A CN201310131377A CN103266697B CN 103266697 B CN103266697 B CN 103266697B CN 201310131377 A CN201310131377 A CN 201310131377A CN 103266697 B CN103266697 B CN 103266697B
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- partition board
- concrete
- steel plate
- fixed
- composite
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- 238000005192 partition Methods 0.000 title claims abstract description 142
- 239000002131 composite material Substances 0.000 title claims abstract description 46
- 239000004567 concrete Substances 0.000 claims abstract description 66
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 62
- 239000010959 steel Substances 0.000 claims abstract description 62
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 18
- 239000004568 cement Substances 0.000 claims description 6
- 238000003475 lamination Methods 0.000 claims description 4
- 229920000642 polymer Polymers 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 abstract description 6
- 238000005336 cracking Methods 0.000 abstract description 5
- 229920000728 polyester Polymers 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 6
- 239000010410 layer Substances 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000001413 cellular effect Effects 0.000 description 2
- 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
- 150000001875 compounds Chemical class 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses an integral assembly type composite partition wall. The top end of an upper section of partition wall board is fixed to a concrete top slab through an L-shaped steel slab; a gap between the top end of the upper section of partition wall board and the concrete top slab is filled with cement mortar; the bottom end of the lower section of partition wall board is fixed to a concrete bottom slab through an L-shaped steel plate; a gap between the bottom end of the lower section of partition wall board and the concrete bottom slab is filled with cement mortar; the side face of the composite partition wall is fixed to the structural wall surface and the column surface through an L-shaped steel plate; gaps between the side face of the composite partition wall and the structural wall surface and column surface are filled with cement mortar; and the surface of a board joint between the side face of the composite partition wall and the structural wall surface and column surface is provided with a composite layer structure combined by a grid belt and polyester mortar. According to the integral assembly type composite partition wall, the problem of high probability of loosening and cracking between the composite partition wall and the top concrete top slab and between the bottom concrete bottom slab and the structural wall surface and column surface is successfully solved.
Description
Technical field
The present invention relates to a kind of overall assembling composite partition.
Background technology
Composite partition and top concrete top board in prior art, lower concrete base plate and with usually adopts cement mortar to fill between structure metope and cylinder to be connected, easily to occur problem that is loosening and that ftracture.
And in composite partition, upper joint partition board is connected by Tenon or bolt usually with between lower joint partition board, easily occurs the problem of slab-joint cracking between two partition boards.
Summary of the invention
Technical problem to be solved by this invention is just to provide a kind of overall assembling composite partition, solve composite partition and top concrete top board, lower concrete base plate and and easily occur between structure metope and cylinder the problem that loosens and ftracture solving the technical problem easily occurring slab-joint cracking between two partition boards simultaneously.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: overall assembling composite partition, composite partition comprises the upper joint partition board and lower joint partition board that are stitched together, upper joint partition board and concrete roof are fixed, lower joint partition board and concrete floor are fixed, composite partition left and right sides and structure metope, cylinder is 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 positive direction 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 by L shape steel plate) fix with concrete floor, filling concrete mortar in the gap between lower joint partition board bottom and concrete floor, composite partition side is fixed by L shape steel plate and structure metope, cylinder, filling concrete mortar in gap between composite partition side and structure metope, cylinder, the plate seam surface between composite partition side and structure metope, cylinder is provided with the lamination layer structure that lengths and polymer mortar combine.
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, is fixed between described L shape steel plate and structure metope, cylinder by nailing.
As preferably, be also provided with expansion bolt between described composite partition and structure metope, cylinder and reinforce.
As preferably, described structure metope, cylinder side arrange a L shape steel plate every 1m, and described expansion bolt is arranged between two neighbouring L shape steel plates, and the specification of described expansion bolt is 10mm × 160mm.
As preferably, fibrous concrete during partition board comprises plant fiber-cement panel and is located at partition board inner chamber that plant fiber-cement panel surrounds, 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.
As preferably, the shape of described hole is regular hexagon, and described hole is arranged in cellular, is provided with interface channel between described hole, is embedded with bar planting in described interface channel.
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.
And, be connected and fixed by L shape steel plate between composite partition and structure metope and cylinder, recharge cement mortar in gap simultaneously, plate seam surface between composite partition side and structure metope, cylinder is provided with the lamination layer structure that lengths and polymer mortar combine, and successfully solves the problem easily occurring between composite partition and structure metope, cylinder 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;
Fig. 6 is composite partition and structure metope and cylinder syndeton schematic diagram;
Fig. 7 be between composite partition and structure metope and cylinder expansion bolt structural representation is set.
Detailed description of the invention
As shown in Figures 1 to 7, composite partition is spliced with lower joint partition board 11 by upper joint partition board 10, upper joint partition board and concrete roof 20 are fixed, and lower joint partition board and concrete floor 21 are fixed, and the side of described composite partition and structure metope, cylinder 23 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 positive direction 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, positive direction 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, is fixed between L shape steel plate and concrete floor by nailing 202.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, 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.
As shown in Figure 6, described compound is fixed by L shape steel plate 201 and structure metope, cylinder 23 every the wall side of 1, fixed by nailing 202 between L shape steel plate and structure metope, cylinder, filling concrete mortar 203 in gap between composite partition side and structure metope, cylinder, the plate seam surface between composite partition side and structure metope, cylinder is provided with the lamination layer structure that lengths 204 combines with polymer mortar 231.
As shown in Figure 7, be also provided with expansion bolt 232 between described composite partition 1 and structure metope, cylinder 23 to reinforce.Described structure metope, cylinder side arrange a L shape steel plate every 1m, and described expansion bolt is arranged between two neighbouring L shape steel plates, and the specification of described expansion bolt is 10mm × 160mm.
Claims (7)
1. overall assembling composite partition, composite partition comprises the upper joint partition board (10) and lower joint partition board (11) that are stitched together, upper joint partition board and concrete roof (20) are fixed, lower joint partition board and concrete floor (21) are fixed, composite partition left and right sides and structure metope, cylinder (23) is 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, composite partition side is by L shape steel plate (201) and structure metope, cylinder is fixed, composite partition side and structure metope, filling concrete mortar (203) in gap between cylinder, composite partition side and structure metope, plate seam surface between cylinder is provided with the lamination layer structure that lengths (204) combines with polymer mortar (231), described upper joint partition board bottom is provided with link slot (101), steel plate is equipped with in described upper link slot, described connecting pin is fixed in link slot, 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, spring (114) is provided with between described two ends, steel pin plate left and right and lower link slot left and right sides wall.
2. overall assembling composite partition according to claim 1, is characterized in that: described forward sawtooth is knuckle-tooth, the described reverse sawtooth side of being tooth.
3. overall assembling composite partition according to claim 1, 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.
4. overall assembling composite partition according to claim 3, it 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), fixed by nailing (202) between described L shape steel plate and structure metope, cylinder.
5. overall assembling composite partition according to claim 4, is characterized in that: be also provided with expansion bolt (232) between described composite partition (1) and structure metope, cylinder (23) and reinforce.
6. overall assembling composite partition according to claim 5, it is characterized in that: described structure metope, cylinder side arrange a L shape steel plate every 1m, described expansion bolt is arranged between two neighbouring L shape steel plates, and the specification of described expansion bolt is 10mm × 160mm.
7. overall assembling composite partition according to claim 1, it is characterized in that: the fibrous concrete during partition board comprises plant fiber-cement panel and is located at partition board inner chamber that plant fiber-cement panel surrounds, dividing plate is provided with 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310131377.6A CN103266697B (en) | 2013-04-15 | 2013-04-15 | Integral assembly type composite partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310131377.6A CN103266697B (en) | 2013-04-15 | 2013-04-15 | Integral assembly type composite partition wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103266697A CN103266697A (en) | 2013-08-28 |
| CN103266697B true CN103266697B (en) | 2015-02-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310131377.6A Active CN103266697B (en) | 2013-04-15 | 2013-04-15 | Integral assembly type composite partition wall |
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| Country | Link |
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| CN (1) | CN103266697B (en) |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06136861A (en) * | 1992-10-30 | 1994-05-17 | Takenaka Komuten Co Ltd | Partition wall |
| CN2218213Y (en) * | 1994-04-18 | 1996-01-24 | 王义福 | Linkager of partition wall |
| CN2415073Y (en) * | 2000-03-15 | 2001-01-17 | 林保财 | Partition panel without need of scarf strip |
| 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 |
| 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 |
| CN203145249U (en) * | 2013-04-15 | 2013-08-21 | 浙江海天建设集团有限公司 | Integrally assembled composite partition wall |
-
2013
- 2013-04-15 CN CN201310131377.6A patent/CN103266697B/en active Active
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| CN103266697A (en) | 2013-08-28 |
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| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: Integrated 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 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |