CN203684458U - Flexibly-connected concrete prefabricated panel structure - Google Patents
Flexibly-connected concrete prefabricated panel structure Download PDFInfo
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- CN203684458U CN203684458U CN201320726494.2U CN201320726494U CN203684458U CN 203684458 U CN203684458 U CN 203684458U CN 201320726494 U CN201320726494 U CN 201320726494U CN 203684458 U CN203684458 U CN 203684458U
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- concrete prefabricated
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Abstract
The utility model discloses a flexibly-connected concrete prefabricated panel structure, which comprises two concrete prefabricated panels and a flexible sealant, wherein the flexible sealant is used for connecting the two concrete prefabricated panels; rabbets are formed between the two concrete prefabricated panels; a hollow rubber hose is embedded between the two rabbets. The embedded hollow rubber hose has high elasticity; a seam between the two concrete prefabricated panels can be used for adjusting the deformation and contraction of the prefabricated panels, the seam is prevented from cracking, and high sealing performance is realized; moreover, prefabricated panels adopting the flexible seam can be disassembled and recycled, and are prevented from being damaged during disassembly. The flexibly-connected concrete prefabricated panel structure is particularly suitable for buildings in which prefabricating panels need to be disassembled and recycled.
Description
Technical field
The utility model relates to a kind of concrete prefabricated wall plate structure flexibly connecting.
Background technology
Concrete prefabricated wallboard is widely used in all kinds of buildings.But seam often will ftracture in use for some time between concrete prefabricated wallboard, gaping of joints is common fault and the technical barrier during concrete prefabricated wallboard uses.Cause the gaping of joints of concrete prefabricated wallboard to mainly contain two reasons: the one, because agent structure distortion causes wallboard gaping of joints, the 2nd, because concrete prefabricated wallboard varies with temperature, shrinkage strain causes gaping of joints.The conventional method that prevents wallboard gaping of joints adopts the method for " resisting " more, as: prefabricated panel adopts dove-tail tongue and groove, pours into high-strength grout at seam crossing, pastes the measures such as glass-fiber-fabric outward at seam crossing.Because the means of " resisting " can not discharge additional heavily stressed that prefabricated panel distortion produces, so cracking resistance actual effect is unsatisfactory.And, adopt these traditional rigid joints after prefabricated panel will form an entirety, can not disassemble and reuse again.
Summary of the invention
The problem existing for above-mentioned prior art, the utility model provides a kind of concrete prefabricated wall plate structure flexibly connecting, the seam of concrete prefabricated wallboard is become to be flexibly connected, seam has very large deformability, can regulate the distortion of wallboard, seam no longer ftractures, and adopts after flexible joint, and prefabricated panel can also be disassembled and reuse.
To achieve these goals, the technical solution used in the present invention is a kind of concrete prefabricated wall plate structure flexibly connecting, comprise two concrete prefabricated wallboards and flexible adhesive sealant, between two concrete prefabricated wallboards, pass through flexible adhesive sealant, two described concrete prefabricated wallboards are equipped with tongue and groove, between two tongue and grooves, are built-in with hollow rubber flexible pipe.
Described tongue and groove section is trapezoidal, and outer imperial palace is little.
Compared with prior art, this concrete prefabricated wallboard flexible joint is because the seam that makes concrete prefabricated wallboard is become and flexibly connected from rigidity, seam has very large deformability, can regulate the distortion of wallboard, seam no longer ftractures, and after employing flexible joint, prefabricated panel can also be disassembled and reuse.
Accompanying drawing explanation
Fig. 1 is the profile before the utility model splicing;
Fig. 2 is spliced the utility model structural representation.
In figure, 1, concrete prefabricated wallboard, 2, tongue and groove, 3, hollow rubber pipe, 4, flexible adhesive sealant.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Originally the concrete prefabricated wall plate structure flexibly connecting, as Fig. 2, comprise two concrete prefabricated walls 1 and flexible adhesive sealant 4, between two concrete prefabricated wallboards 1, pass through flexible adhesive sealant 4, two described concrete prefabricated wallboards 1 are equipped with between 2, two tongue and grooves 2 of tongue and groove and are built-in with hollow rubber flexible pipe 3.
Described tongue and groove 2 sections are trapezoidal, and outer imperial palace is little.
Preparation method of the present utility model, in the relative tongue and groove 2 of contiguous prefabricated wallboard, put into hollow rubber pipe 3 as shown in Figure 1, after wallboard installation in position by the mutual jam-packed of concrete prefabricated wallboard 1, as shown in Figure 2, distortion and the close combination of precast plate tongue and groove 2 after hollow rubber pipe 3 in tongue and groove 2 is squeezed, play elasticity to concrete prefabricated wallboard 1 and fill and sealing function.Finally between adjacent two concrete prefabricated walls 1, stamp flexible adhesive sealant 4, play face seal and decoration function.
Claims (2)
1. the concrete prefabricated wall plate structure flexibly connecting, comprise two concrete prefabricated wallboards and flexible adhesive sealant, between two concrete prefabricated wallboards, pass through flexible adhesive sealant, it is characterized in that, two described concrete prefabricated wallboards are equipped with tongue and groove, between two tongue and grooves, are built-in with hollow rubber flexible pipe.
2. a kind of concrete prefabricated wall plate structure flexibly connecting according to claim 1, is characterized in that, described tongue and groove section is trapezoidal, and outer imperial palace is little.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320726494.2U CN203684458U (en) | 2013-11-18 | 2013-11-18 | Flexibly-connected concrete prefabricated panel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320726494.2U CN203684458U (en) | 2013-11-18 | 2013-11-18 | Flexibly-connected concrete prefabricated panel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203684458U true CN203684458U (en) | 2014-07-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320726494.2U Expired - Fee Related CN203684458U (en) | 2013-11-18 | 2013-11-18 | Flexibly-connected concrete prefabricated panel structure |
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| CN (1) | CN203684458U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544858A (en) * | 2016-02-18 | 2016-05-04 | 唐进丰 | Frame and formwork integrated partition wallboard with telescopic slab joints |
| CN105821979A (en) * | 2016-05-16 | 2016-08-03 | 北京友城建筑科技有限公司 | Waterproof assembly for joint of PC externally-hung wall and cast-in-situ layer and construction method thereof |
| CN108277917A (en) * | 2018-01-12 | 2018-07-13 | 赵志平 | A kind of sustainable full module-assembled building system of green and construction method |
| CN108978927A (en) * | 2018-07-03 | 2018-12-11 | 绿城房地产集团有限公司 | A kind of construction method of steel pipe bundle and shale brick exterior wall connection structure |
| CN109184023A (en) * | 2018-09-13 | 2019-01-11 | 山东斯普瑞节能科技有限公司 | Wall heat preservation decoration fire prevention module compound system for building |
| CN110821275A (en) * | 2019-11-29 | 2020-02-21 | 河北晶通建筑科技股份有限公司 | Assembled concrete enclosure |
| CN115897850A (en) * | 2023-01-10 | 2023-04-04 | 苏州良浦住宅工业有限公司 | Flexible connection structure for side surfaces of wallboard and construction process |
-
2013
- 2013-11-18 CN CN201320726494.2U patent/CN203684458U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544858A (en) * | 2016-02-18 | 2016-05-04 | 唐进丰 | Frame and formwork integrated partition wallboard with telescopic slab joints |
| CN105821979A (en) * | 2016-05-16 | 2016-08-03 | 北京友城建筑科技有限公司 | Waterproof assembly for joint of PC externally-hung wall and cast-in-situ layer and construction method thereof |
| CN108277917A (en) * | 2018-01-12 | 2018-07-13 | 赵志平 | A kind of sustainable full module-assembled building system of green and construction method |
| CN108978927A (en) * | 2018-07-03 | 2018-12-11 | 绿城房地产集团有限公司 | A kind of construction method of steel pipe bundle and shale brick exterior wall connection structure |
| CN109184023A (en) * | 2018-09-13 | 2019-01-11 | 山东斯普瑞节能科技有限公司 | Wall heat preservation decoration fire prevention module compound system for building |
| CN110821275A (en) * | 2019-11-29 | 2020-02-21 | 河北晶通建筑科技股份有限公司 | Assembled concrete enclosure |
| CN115897850A (en) * | 2023-01-10 | 2023-04-04 | 苏州良浦住宅工业有限公司 | Flexible connection structure for side surfaces of wallboard and construction process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170117 Address after: Quanshan District 221008 Jiangsu city of Xuzhou Province in the new century ditch orchard seven Service Center No. 4 room 106 Patentee after: JIANGSU WANRONG ENGINEERING TECHNOLOGY CO., LTD. Address before: 221000 Jiangsu province Xuzhou Quanshan District Jinshan Road No. 20 Patentee before: Jiangsu Jiuding Global Construction Technology Group Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140702 Termination date: 20181118 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |