CN202509764U - Template bracing structure for constructional column - Google Patents
Template bracing structure for constructional column Download PDFInfo
- Publication number
- CN202509764U CN202509764U CN 201120547095 CN201120547095U CN202509764U CN 202509764 U CN202509764 U CN 202509764U CN 201120547095 CN201120547095 CN 201120547095 CN 201120547095 U CN201120547095 U CN 201120547095U CN 202509764 U CN202509764 U CN 202509764U
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- CN
- China
- Prior art keywords
- constructional column
- templates
- sides
- template
- split bolts
- Prior art date
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- Expired - Fee Related
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Abstract
The utility model relates to a building die, in particular to a template bracing structure for a constructional column. The technical problems of scaffolding holes during the template bracing of the constructional column are solved. The template bracing structure comprises templates on the two sides of the constructional column. Vertical reinforcement square timbers and transverse fixed square timbers are arranged on the two sides of the templates. Polyvinyl chloride (PVC) pipes are inserted between the templates on the two sides. Split bolts are inserted into the PVC pipes. Fixing nuts are arranged on the two sides of the split bolts. Clamps are arranged outside the transverse fixed square timbers. Connecting bolts are arranged outside the clamps. When a wall body is constructed, the PVC pipes are embedded, the split bolts are inserted, the templates are arranged, and after the pouring of the constructional column is finished, and the templates are disassembled, the split bolts and the PVC pipes are pulled out, and holes are plugged by using concrete. The structure is rational and effective in design, convenient and easy; the templates are firmly fixed; and in addition, the PVC pipes and the split bolts can be reused, the shortcoming of die bulging is overcome, the scaffolding holes are avoided, the construction conforms to the standard, and sensory quality is greatly improved.
Description
Technical field
The utility model relates to a kind of building mould, is specially a kind of constructional column template and props up mode structure.
Background technology
Constructional column at first will prop up template construction before building, traditional erection method of constructional column template has multiple, such as: reserve the pin trick and wear steel pipe formwork method, " tight step by step " reinforcing template construction method, the boring methods such as reinforcing template method of widening the view.But do not allow to stay in the regulation aerated concrete masonry in the new job specfication and establish the pin trick.So the method for existing mould can not satisfy this requirement.
Summary of the invention
The utility model provides a kind of constructional column template to prop up mode structure in order to solve the technical problem that the pin trick that exists in the constructional column template support is left over.
The technical scheme of the utility model is that a kind of constructional column template is propped up mode structure, comprises the template that is positioned at the constructional column both sides; The template both sides are provided with the vertical reinforcing lumps of wood and the crosswise fixed lumps of wood; Be equipped with pvc pipe between the template of both sides, be equipped with split bolt in the pvc pipe, hold-down nut is equipped with in the split bolt both sides; The described crosswise fixed lumps of wood is provided with card outward, and connecting bolt is installed in the card outside.
In masonry panel, pre-buried pvc pipe is worn split bolt, and mounting template after constructional column cast the finishing form removal, is extracted split bolt and pvc pipe again, uses the concrete plug-hole at last.
The utility model reasonable in design is effective, and is simple and easy to do, and it is quite firm that template is fixed; Pvc pipe and split bolt can reuse again simultaneously, have avoided the generation of bloated mould defective, have avoided the generation of pin hand hole; Construction is conformed to the standard, improved impression quality simultaneously greatly.
Description of drawings
Fig. 1 is the structural representation of the utility model
Among the figure: 1-Template, 2-vertically reinforce the lumps of wood, the 3-crosswise fixed lumps of wood, 4-split bolt, 5-hold-down nut, 6-card, 7-PVC pipe.
The specific embodiment
Meaning as shown in Figure 1, a kind of constructional column template is propped up mode structure, comprises the template 1 that is positioned at the constructional column both sides; Template 1 both sides are provided with the vertical reinforcing lumps of wood 2 and the crosswise fixed lumps of wood 3; Be equipped with pvc pipe 7 between the template 1 of both sides, be equipped with split bolt 4 in the pvc pipe 7, hold-down nut 5 is equipped with in split bolt 4 both sides; The described crosswise fixed lumps of wood is provided with card 6 outward, and hold-down nut 5 is installed in card 6 outsides.
In masonry panel, the pvc pipe 7 that pre-buried length is identical with masonry thickness is worn length for masonry thickness adds template thickness, wood is stupefied and the split bolt 4 of cross band width; The mounting template 1 in both sides again; Be fixed on split bolt 4 two ends with hold-down nut 5 at last, after constructional column cast the finishing form removal, extract split bolt 4 and pvc pipe 7; Use
recycling at last, again with the 1:3 cement mortar or be higher than the mortar plug-hole of a grade of masonry mortar.
Claims (1)
1. a constructional column template is propped up mode structure; It is characterized in that: comprise the template (1) that is positioned at the constructional column both sides, template (1) both sides are provided with the vertical reinforcing lumps of wood (2) and the crosswise fixed lumps of wood (3), are equipped with pvc pipe (7) between the template of both sides (1); Be equipped with split bolt (4) in the pvc pipe (7); Hold-down nut (5) is equipped with in split bolt (4) both sides, and the described crosswise fixed lumps of wood is provided with card (6) outward, and hold-down nut (5) is installed in card (6) outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120547095 CN202509764U (en) | 2011-12-23 | 2011-12-23 | Template bracing structure for constructional column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120547095 CN202509764U (en) | 2011-12-23 | 2011-12-23 | Template bracing structure for constructional column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202509764U true CN202509764U (en) | 2012-10-31 |
Family
ID=47062256
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120547095 Expired - Fee Related CN202509764U (en) | 2011-12-23 | 2011-12-23 | Template bracing structure for constructional column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202509764U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243912A (en) * | 2013-05-09 | 2013-08-14 | 中化二建集团有限公司 | Multilayer no-board frame structure constructing method |
| CN104453226A (en) * | 2014-12-19 | 2015-03-25 | 山西省第三建筑工程公司 | Secondary structure post formwork erecting and positioning device |
| CN106121269A (en) * | 2016-08-23 | 2016-11-16 | 绍兴文理学院 | A kind of Split form for reinforcing square section pile and construction method thereof |
| CN107299701A (en) * | 2017-07-31 | 2017-10-27 | 武汉冶建筑安装工程有限责任公司 | Fill wall construction post one-time-concreting construction method |
-
2011
- 2011-12-23 CN CN 201120547095 patent/CN202509764U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243912A (en) * | 2013-05-09 | 2013-08-14 | 中化二建集团有限公司 | Multilayer no-board frame structure constructing method |
| CN103243912B (en) * | 2013-05-09 | 2015-09-16 | 中化二建集团有限公司 | Multilayer is without plate framework construction method |
| CN104453226A (en) * | 2014-12-19 | 2015-03-25 | 山西省第三建筑工程公司 | Secondary structure post formwork erecting and positioning device |
| CN104453226B (en) * | 2014-12-19 | 2016-08-24 | 山西省第三建筑工程公司 | Secondary structure constructional column formwork erection positioner |
| CN106121269A (en) * | 2016-08-23 | 2016-11-16 | 绍兴文理学院 | A kind of Split form for reinforcing square section pile and construction method thereof |
| CN106121269B (en) * | 2016-08-23 | 2018-08-14 | 绍兴文理学院 | A kind of construction method for reinforcing the Split form of square section pile |
| CN107299701A (en) * | 2017-07-31 | 2017-10-27 | 武汉冶建筑安装工程有限责任公司 | Fill wall construction post one-time-concreting construction method |
| CN107299701B (en) * | 2017-07-31 | 2019-07-23 | 武汉一冶建筑安装工程有限责任公司 | Fill wall construction column one-time-concreting construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121031 Termination date: 20171223 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |