CN205206324U - Precast concrete wallboard and wall form setting node - Google Patents

Precast concrete wallboard and wall form setting node Download PDF

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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
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CN
China
Prior art keywords
cord
precast concrete
embedded sleeve
sleeve barrel
walls
Prior art date
Application number
CN201520966071.7U
Other languages
Chinese (zh)
Inventor
蔡光
程敏
游超鸣
Original Assignee
广东合迪科技股份有限公司
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Filing date
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Application filed by 广东合迪科技股份有限公司 filed Critical 广东合迪科技股份有限公司
Priority to CN201520966071.7U priority Critical patent/CN205206324U/en
Application granted granted Critical
Publication of CN205206324U publication Critical patent/CN205206324U/en

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Abstract

The utility model provides a precast concrete wallboard and wall form setting node, including precast concrete wallboard and wall template, the wall template includes wall template body, it is stupefied to set up the reinforcement back of the body on the wall template body install pre -embedded sleeve on the precast concrete wallboard, pre -embedded sleeve install in inside the precast concrete wallboard, pre -embedded sleeve has an internal thread, and through -wall screw's both ends all have an external screw thread, through -wall screw one end is passed consolidate and carry on the back stupefied reaching wall template body with the pre -embedded sleeve spiro union, the back of the body is stupefied to be gone up and the nut spiro union through -wall screw other end consolidating. Adopt the utility model provides a precast concrete wallboard and wall form setting node, the structure is succinct, and is stable firm, reduces construction cycle, is applicable to extensive popularization and application.

Description

Precast concrete panel and wall form install node

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)

1. precast concrete panel and wall form install node, it is characterized in that, 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.
2. precast concrete panel as claimed in claim 1 and wall form install node, it is characterized in that, 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.
3. precast concrete panel as claimed in claim 1 and wall form install node, it is characterized in that, 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.
4. the precast concrete panel as described in claim 1 or 2 or 3 and wall form install node, it is characterized in that, 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.
CN201520966071.7U 2015-11-26 2015-11-26 Precast concrete wallboard and wall form setting node CN205206324U (en)

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

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CN201520966071.7U CN205206324U (en) 2015-11-26 2015-11-26 Precast concrete wallboard and wall form setting node

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Cited By (6)

* Cited by examiner, † Cited by third party
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

Cited By (6)

* Cited by examiner, † Cited by third party
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

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