CN205206324U - Precast concrete wallboard and wall form setting node - Google Patents
Precast concrete wallboard and wall form setting node Download PDFInfo
- Publication number
- CN205206324U CN205206324U CN201520966071.7U CN201520966071U CN205206324U CN 205206324 U CN205206324 U CN 205206324U CN 201520966071 U CN201520966071 U CN 201520966071U CN 205206324 U CN205206324 U CN 205206324U
- Authority
- CN
- China
- Prior art keywords
- cord
- precast concrete
- embedded sleeve
- sleeve barrel
- walls
- Prior art date
Links
- 239000011178 precast concrete Substances 0.000 title claims abstract description 30
- 230000003014 reinforcing Effects 0.000 claims description 18
- 230000000875 corresponding Effects 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 3
- 125000003003 spiro group Chemical group 0.000 abstract 2
- 230000002787 reinforcement Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229910000838 Al alloys Inorganic materials 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 methods Methods 0.000 description 1
- 239000000203 mixtures Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reactions Methods 0.000 description 1
Abstract
Description
Technical field
The utility model relates to precast concrete panel and wall form installs node.
Background technology
The template that the concreting of building trade generally uses has steel form, wooden form, plastic formwork etc., and steel form weight is large, easily gets rusty, and easily sticks together with concrete in concreting process, and the demoulding is difficult; Although wooden form is light, its intensity is low, non-watertight, and easily go mouldy rotten, repeat usage is low, needs to consume timber resources, is unfavorable for environmental protection; The poor rigidity of plastic formwork, flexible type, and cost is high.At present, the combination between precast concrete panel and wall form is installed exists blank, the installation code of unified specification.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of simple for structure, and stable firmly precast concrete panel and wall form install node.
The utility model provides a kind of precast concrete panel and wall form to install node, comprise precast concrete panel and wall form, described wall form comprises wall form body, described wall form body arranges reinforcing back cord, embedded sleeve barrel installed by described precast concrete panel, it is inner that described embedded sleeve barrel is installed on described precast concrete panel, described embedded sleeve barrel has internal thread, the two ends of screw rod through walls all have external screw thread, described screw rod one end through walls is passed described reinforcing back cord and described wall form body and described embedded sleeve barrel and is spirally connected, the described screw rod other end through walls is spirally connected with nut on reinforcing back cord.
Further, described reinforcing back cord is two the first square siphunculus be arranged in parallel, between two first square siphunculus, there is gap, the setting corresponding with described gap of described embedded sleeve barrel, described screw rod one end through walls is passed described gap and described wall form body and described embedded sleeve barrel and is spirally connected, and the described gap that the described screw rod other end through walls has between two first square siphunculus is spirally connected with nut.
Further, described reinforcing back cord is the second square siphunculus, second square siphunculus has multiple installing hole, the setting corresponding with described installing hole of described embedded sleeve barrel, described screw rod one end through walls is passed described installing hole and described wall form body and described embedded sleeve barrel and is spirally connected, and the described screw rod other end through walls is spirally connected with nut on the second square siphunculus.
Further, described wall form also comprises longitudinal back cord and horizontal back cord, described longitudinal back cord is vertically arranged along the inner surface of described wall form body, described horizontal back cord is vertically embedded between described longitudinal back cord, described longitudinal back cord is provided with described reinforcing back cord, and described reinforcing back cord is vertical with described longitudinal back cord is close to setting.
The precast concrete panel adopting the utility model to provide and wall form install node, simple for structure, firmly stable, reduce construction period, are applicable to large-scale promotion application.
Accompanying drawing explanation
Accompanying drawing described herein is used to provide further understanding of the present utility model, and form a application's part, schematic description and description of the present utility model, for explaining the utility model, is not formed improper restriction of the present utility model.In the accompanying drawings:
Fig. 1 schematically illustrates that the precast concrete panel that the utility model embodiment provides and wall form install the structural representation of node;
Fig. 2 schematically illustrates the A portion enlarged drawing of Fig. 1.
Detailed description of the invention
Below with reference to the accompanying drawings and in conjunction with the embodiments, describe the utility model in detail.
With reference to accompanying drawing, the utility model embodiment provides a kind of precast concrete panel and wall form to install node, comprise the precast concrete panel 1 and wall form 2 that vertically be arranged in parallel, precast concrete panel 1 is precast concrete external wall panel, and wall form 2 is interior wall aluminum alloy pattern plate.
Wall form 2 comprises wall form body 21, longitudinal back cord 22, horizontal back cord (not shown in FIG.), longitudinal back cord 22 is vertically arranged along the inner surface of wall form body 21, horizontal back cord is vertically embedded between longitudinal back cord 22, and the cross section of horizontal back cord is " work " font; Longitudinal back cord 22 is provided with reinforcing back cord, reinforces that back cord is vertical with longitudinal back cord 22 is close to setting, reinforcing back cord is have gap 24 between two the first square siphunculus 23, two first square siphunculus 23 be arranged in parallel.
Precast concrete panel 1 is installed embedded sleeve barrel 11, it is inner that embedded sleeve barrel 11 is installed on precast concrete panel 1, embedded sleeve barrel 11 has internal thread, embedded sleeve barrel 11 setting corresponding with gap 24, the two ends of screw rod 3 through walls all have external screw thread, screw rod 3 one end through walls is spirally connected with embedded sleeve barrel 11 through gap 24 and wall form body 21, and screw rod 3 other end through walls is spirally connected by pad 4 and nut 5 on the gap 24 that two reinforcing back cords have.
As the another kind of implementation of the utility model embodiment, described reinforcing back cord is the second square siphunculus, second square siphunculus has multiple installing hole, embedded sleeve barrel 11 setting corresponding with described installing hole, screw rod 3 one end through walls is spirally connected with embedded sleeve barrel 11 through installing hole and wall form body 21, and screw rod 3 other end through walls is spirally connected by pad 4 and nut 5 on the second square siphunculus.
The precast concrete panel adopting the utility model embodiment to provide and wall form install node, simple for structure, firmly stable, reduce construction period, are applicable to large-scale promotion application.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520966071.7U CN205206324U (en) | 2015-11-26 | 2015-11-26 | Precast concrete wallboard and wall form setting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520966071.7U CN205206324U (en) | 2015-11-26 | 2015-11-26 | Precast concrete wallboard and wall form setting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205206324U true CN205206324U (en) | 2016-05-04 |
Family
ID=55844050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520966071.7U CN205206324U (en) | 2015-11-26 | 2015-11-26 | Precast concrete wallboard and wall form setting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205206324U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088595A (en) * | 2016-08-10 | 2016-11-09 | 中民筑友科技投资有限公司 | Erecting device and mold method |
| CN107700841A (en) * | 2017-09-30 | 2018-02-16 | 中国二十二冶集团有限公司 | Prefabricated exterior wall Cast-in-Situ Segment internal lobe Formwork Installation Method |
| CN108086171A (en) * | 2017-12-12 | 2018-05-29 | 四川交大工程检测咨询有限公司 | For precisely fixing the fastening bolt of construction formwork and its application method |
| CN109138413A (en) * | 2018-08-31 | 2019-01-04 | 上海二十冶建设有限公司 | A kind of formwork erection method at precast shear wall and cast-in-place corner wall node |
| CN109386133A (en) * | 2017-08-04 | 2019-02-26 | 上海宝冶集团有限公司 | PC component matches mould construction method with cast-in-place wall column aluminum alloy mould plate |
| CN110984421A (en) * | 2019-11-25 | 2020-04-10 | 中国建筑第七工程局有限公司 | PCF board mounting structure |
-
2015
- 2015-11-26 CN CN201520966071.7U patent/CN205206324U/en active IP Right Grant
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088595A (en) * | 2016-08-10 | 2016-11-09 | 中民筑友科技投资有限公司 | Erecting device and mold method |
| CN109386133A (en) * | 2017-08-04 | 2019-02-26 | 上海宝冶集团有限公司 | PC component matches mould construction method with cast-in-place wall column aluminum alloy mould plate |
| CN107700841A (en) * | 2017-09-30 | 2018-02-16 | 中国二十二冶集团有限公司 | Prefabricated exterior wall Cast-in-Situ Segment internal lobe Formwork Installation Method |
| CN108086171A (en) * | 2017-12-12 | 2018-05-29 | 四川交大工程检测咨询有限公司 | For precisely fixing the fastening bolt of construction formwork and its application method |
| CN109138413A (en) * | 2018-08-31 | 2019-01-04 | 上海二十冶建设有限公司 | A kind of formwork erection method at precast shear wall and cast-in-place corner wall node |
| CN110984421A (en) * | 2019-11-25 | 2020-04-10 | 中国建筑第七工程局有限公司 | PCF board mounting structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204983391U (en) | Exempt from to tear open precast concrete beam mold board | |
| CN102535738B (en) | Fully prefabricated house and installation method for fully prefabricated house | |
| CN103981975B (en) | Bamboo-wood-filled buckling restrained support | |
| JP2013129985A (en) | Seismic strengthening method with reinforced inner lining of tunnel | |
| CN105569211B (en) | A kind of assembled wall, wallboard and construction method | |
| CN103510640B (en) | A kind of fabricated shear wall and assembly method thereof | |
| CN203716326U (en) | Rope connector | |
| CN201962828U (en) | Assembly-type non-bearing finished wall body | |
| CN103132690B (en) | Basement exterior wall unilateral template and method for supporting template thereof | |
| CN202509683U (en) | Steel reinforced concrete mixing structure for FRP (Fiber Reinforce Plastic) pipe | |
| CN204492190U (en) | Aluminum alloy mould plate back cord fastening devices | |
| CN103243906B (en) | Build the bracing or strutting arrangement of shear wall | |
| CN203320813U (en) | Reinforcement connecting piece for prefabricated concrete component | |
| CN203769310U (en) | Steel column mould | |
| CN103114863B (en) | Tunnel secondary lining back arch grouting pipe reserving system | |
| CN104032856A (en) | Horizontal connection node of prefabricated shear wall | |
| CN206256614U (en) | A kind of prefabricated assembled concrete wallboard for fabricated construction | |
| CN204118627U (en) | A kind of pre-buried wiring electricity box being exclusively used in xoncrete structure | |
| CN105113659A (en) | Prefabrication wall of prefabricated house | |
| CN103541504A (en) | Special-shaped section steel tube recycled concrete core column | |
| CN203613792U (en) | Parapet wall formwork pouring structure | |
| CN204826423U (en) | Prefabricated assembled is reinforcing bar sleeve grout connecting piece for concrete member | |
| CN204781441U (en) | Assembled reinforced concrete wallboard frame construction | |
| CN204826614U (en) | Exempt from to tear open precast concrete wall form | |
| CN101864820A (en) | Reinforced concrete hollow floor slab and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |