CN202299411U - Section adjustable steel column template - Google Patents
Section adjustable steel column template Download PDFInfo
- Publication number
- CN202299411U CN202299411U CN2011204458735U CN201120445873U CN202299411U CN 202299411 U CN202299411 U CN 202299411U CN 2011204458735 U CN2011204458735 U CN 2011204458735U CN 201120445873 U CN201120445873 U CN 201120445873U CN 202299411 U CN202299411 U CN 202299411U
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- steel column
- template
- column template
- section
- base plates
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- Expired - Fee Related
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Abstract
A section adjustable steel column template consists of reinforcing plates, base plates and wall-through bolts, wherein the base plates are the main body parts of the section adjustable steel column template, and integrally adopts a rectangular platy structure; the reinforcing plates slightly smaller than the base plates in size are laid outside the base plates; bolt holes penetrate the base plates and the reinforcing plates; the wall-through bolts penetrate the bolt holes and the opposite bolt holes; and the wall-through bolts penetrate and are used for fixing the base plates and the reinforcing plates on every two surfaces, so as to form the section variable steel column template with four closed surfaces. Through adopting the section variable steel column template, the template of various models and sizes can be combined, the template can be universal at all sections, the templates can be distributed as per the flowing section during the design, so as to be reasonably configured and prevent the templates from being left unused, and the corresponding construction cost investment can be reduced; and the section adjustable steel column template provided by the utility model has a smooth surface, is easy to demould, is excellent in appearance quality of the concrete, meets the requirement for plain concrete, can eliminate the secondary troweling, has a simple integral structure, is convenient for operation and use, and is excellent in stability and high in reliability.
Description
Technical field
The utility model relates to builing industry frame column template, relates in particular to a kind of variable-area post steel form.
Background technology
At present, the conventional template that adopts the typing specification in the construction work, nowadays the framework number of floor levels is many; In preparation of construction and construction organization design, the pillar specification changes greatly, like the combined steel formwork construction by routine; The typified form that just needs a lot of different sizes; Model is many, quantity is big, and effect is low, and quality also is difficult for guaranteeing simultaneously.As adopt the typing wooden form, different because of column cross-section size, floor height is different; Need the template model of processing many, processing charges is high, and the cycle is long; And need change the corresponding column template of size during the pillar of certain size of constructing, the template of other sizes of will leaving unused like this causes the idle and waste of template.
Summary of the invention
The purpose of the utility model is, overcomes the weak point of prior art, and a kind of variable-area post steel form is provided, and can reduce the wasting of resources of conventional column template, improves the recycling rate of waterused of material.
The described variable-area post of the utility model steel form includes stiffener, substrate and through-wall bolt and forms, and substrate is the main component of the utility model; The platy structure that integral body is rectangle; Be laid with the stiffener of undersized in the outside of substrate, penetrate substrate and stiffener, be provided with bolt hole in substrate; Penetrate in bolt hole, be provided with the through-wall bolt that in the bolt hole on opposite, penetrates.With the substrate on per two faces with stiffener penetrates and fixing, can form the steel column template of the variable cross section of four face closures with through-wall bolt.Use the steel column template of this variable cross section, the template size of the various models of one-tenth capable of being combined, each section is general, and template number is pressed the flowing water section and is divided when design, and reasonable disposition can not cause the idle of template, and corresponding construction cost input can reduce.What on substrate and stiffener, be provided with penetrates the bolt hole that bolt is used, and the form of setting is divided into organic displacement and two kinds of forms of stepless displacement.Organic displacement is on substrate and stiffener, to make the displacement hole, and the greatest common divisor that pitch of holes should be varying dimensions is as the criterion; Stepless displacement then is on substrate and stiffener, to make microscler displacement groove, and the drawknot bolt can slide in the slot length direction, bolts on after the sizing.Organic displacement change frequency connects reliable by the decision of displacement hole; Though stepless displacement can realize repeatedly adjustment, bolt is prone to loosening.
The described variable-area post of the utility model steel form, overall structure is simple, and is easy for operation, good stability, reliability is high.The said variable-area post of the utility model steel form, formwork rigidity is big, intensity is high, piece is few, can avoid the generation of many concrete quality common faults, makes the concrete finished product inherent quality good.Template surface is smooth, is prone to the demoulding, and Surface Quality of Concrete is good, satisfies the needs of clear-water concrete, can save secondary and plaster, and the disconnected directly Puttying swabbing on concrete on the finishing rank avoids causing owing to plastering the generation of the common quality defect of hollowing, cracking.Use the described variable-area post of the utility model steel form, can accelerating construction progress, because the formwork integral quality is good, rigidity is big; Simple to operation; In construction, take the construction of low discharge section,, practice thrift 2 days durations for every layer than taking other form templates; Simultaneously do not need pillar to plaster, but about 30 days corresponding reductions of erection time.
Description of drawings
Accompanying drawing 1 is the structural representation of the said variable-area post of the utility model steel form.1-stiffener, 2-substrate, 3-bolt.
The specific embodiment
Existing with reference to accompanying drawing 1, explain as follows in conjunction with embodiment: the described variable-area post of the utility model steel form includes stiffener 1, substrate 2 and through-wall bolt 3 and forms; Substrate 2 is main components of the utility model, and the platy structure that integral body is rectangle is laid with the stiffener 1 of undersized in substrate 2 in the outside of substrate 2; Penetrate substrate 2 and stiffener 1; Be provided with bolt hole, penetrate in bolt hole, be provided with the through-wall bolt 3 that in the bolt hole on opposite, penetrates.With through-wall bolt 3 substrate on per two faces 2 and stiffener 1 are penetrated and fix, can form the steel column template of the variable cross section of four face closures.Use the steel column template of this variable cross section, the template size of the various models of one-tenth capable of being combined, each section is general, and template number is pressed the flowing water section and is divided when design, and reasonable disposition can not cause the idle of template, and corresponding construction cost input can reduce.What on substrate 2 and stiffener 1, be provided with penetrates the bolt hole that bolt is used, and the form of setting is divided into organic displacement and two kinds of forms of stepless displacement.Organic displacement is on substrate 2 and stiffener 1, to make the displacement hole, and the greatest common divisor that pitch of holes should be varying dimensions is as the criterion; Stepless displacement then is on substrate 2 and stiffener 1, to make microscler displacement groove, and drawknot bolt 3 can slide in the slot length direction, bolt on 3 after the sizing.Organic displacement change frequency connects reliable by the decision of displacement hole; Though stepless displacement can realize repeatedly adjustment, bolt is prone to loosening.The described variable-area post of the utility model steel form, overall structure is simple, and is easy for operation, good stability, reliability is high.The said variable-area post of the utility model steel form, formwork rigidity is big, intensity is high, piece is few, can avoid the generation of many concrete quality common faults, makes the concrete finished product inherent quality good.Template surface is smooth, is prone to the demoulding, and Surface Quality of Concrete is good, satisfies the needs of clear-water concrete, can save secondary and plaster, and the disconnected directly Puttying swabbing on concrete on the finishing rank avoids causing owing to plastering the generation of the common quality defect of hollowing, cracking.Use the described variable-area post of the utility model steel form, can accelerating construction progress, because the formwork integral quality is good, rigidity is big; Simple to operation; In construction, take the construction of low discharge section,, practice thrift 2 days durations for every layer than taking other form templates; Simultaneously do not need pillar to plaster, but about 30 days corresponding reductions of erection time.
Claims (1)
1. variable-area post steel form; Substrate (2) is a main component, and the platy structure that integral body is rectangle is characterized in that being laid with in the outside of substrate (2) stiffener (1) of undersized in substrate (2); Penetrate substrate (2) and stiffener (1); Be provided with bolt hole, penetrate in bolt hole, be provided with the through-wall bolt (3) that in the bolt hole on opposite, penetrates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204458735U CN202299411U (en) | 2011-11-12 | 2011-11-12 | Section adjustable steel column template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204458735U CN202299411U (en) | 2011-11-12 | 2011-11-12 | Section adjustable steel column template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202299411U true CN202299411U (en) | 2012-07-04 |
Family
ID=46368337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204458735U Expired - Fee Related CN202299411U (en) | 2011-11-12 | 2011-11-12 | Section adjustable steel column template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202299411U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104295092A (en) * | 2014-08-28 | 2015-01-21 | 中国二十冶集团有限公司 | Adjustable frame column formwork back arris system |
| CN105839545A (en) * | 2016-05-16 | 2016-08-10 | 中铁十六局集团第五工程有限公司 | One-way variable-cross-section adjustable turnover formwork and construction method thereof |
| CN109235871A (en) * | 2018-08-31 | 2019-01-18 | 中建八局第三建设有限公司 | Variable section structure aluminum alloy mould plate construction method |
-
2011
- 2011-11-12 CN CN2011204458735U patent/CN202299411U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104295092A (en) * | 2014-08-28 | 2015-01-21 | 中国二十冶集团有限公司 | Adjustable frame column formwork back arris system |
| CN105839545A (en) * | 2016-05-16 | 2016-08-10 | 中铁十六局集团第五工程有限公司 | One-way variable-cross-section adjustable turnover formwork and construction method thereof |
| CN109235871A (en) * | 2018-08-31 | 2019-01-18 | 中建八局第三建设有限公司 | Variable section structure aluminum alloy mould plate construction method |
| CN109235871B (en) * | 2018-08-31 | 2021-03-19 | 中建八局第三建设有限公司 | Construction method of variable cross-section structure aluminum alloy template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120704 Termination date: 20121112 |