CN104295092A - Adjustable frame column formwork back arris system - Google Patents
Adjustable frame column formwork back arris system Download PDFInfo
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- CN104295092A CN104295092A CN201410430024.0A CN201410430024A CN104295092A CN 104295092 A CN104295092 A CN 104295092A CN 201410430024 A CN201410430024 A CN 201410430024A CN 104295092 A CN104295092 A CN 104295092A
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- frame column
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Abstract
The invention relates to the field of civil engineering, in particular to an adjustable frame column formwork back arris system. The method for building the system is characterized by comprising the steps of 1, determining the number of cycling sets of black laminated timber formworks according to the type of a frame column; 2, determining the size of each steel channel back arris plate, the diameters of openings and the number of the openings according to the size and height of the section of the frame column; 3, determining the distance between vertical steel pipe back arrises according to the size of the section of the frame column; 4, arranging a pull screw with a diameter of 16 mm on each horizontal back arris of the frame column, wherein the distance between the pull screws is identical with that between steel channels; 5, installing a frame column formwork system; 6, pouring concrete onto the frame column; 7, removing the formwork system; 8, reusing the formwork after the formwork is cleaned. According to the system, the adopted technical principle is simple, and operation is convenient; the built formwork system can be reused, construction efficiency is improved, and construction cost is reduced.
Description
Technical field
The present invention relates to field of civil engineering, be specially a kind of adjustable frame column template back arris system.
Background technology
Frame column widely uses in frame construction, frame structure and framed-tube structure, and the set-up mode of framed column template system is for the physical dimension of frame column and concrete impression quality important.The common practice of framed column template system adopts wooden form, the vertical back cord of flitch, steel pipe transverse back cord and split bolt system.The method template system is installed, dismounting amount is large, compares and wastes time and energy, and easily increase consumption of materials, cause waste of material.
Summary of the invention
The object of the invention is to, provide one effectively to ensure that frame column physical dimension, planeness and verticality, be also convenient to dismounting simultaneously, improve the framed column template back arris system of repeat usage and construction effect.
A kind of building method of adjustable frame column template back arris system; It comprises the steps:
Step 1, by frame column kind determination black coating wooden form turnover tricks;
Step 2, by cross-section of frame column size, highly determine channel-section steel back cord board size, and opening diameter and the number of openings;
Step 3, by cross-section of frame column size determination vertical steel pipe back cord spacing;
When step 4, column section face size are less than 800mm, frame column can not arrange Screw arbor with nut at both-ends; Column section face size is more than or equal to 800mm, and when being less than 1500mm, the horizontal back cord place of frame column per pass arranges the Screw arbor with nut at both-ends of one 16mm diameter, and spacing is with channel-section steel;
Step 5, framed column template system installation procedure:
Building waste removing, dabbing bottom step 5.1, frame column;
Step 5.2, template assembly;
Step 5.3, wear Split bolt sleeve;
Step 5.4, installation vertical steel pipe back cord;
Step 5.5, the horizontal back cord of installation channel-section steel;
Step 5.6, installation lockset;
Step 5.7, correction column template verticality;
Step 5.8, the caulking joint of suspension column mortar;
Step 5.9, to inspect for acceptance;
Step 6, frame column concreting;
Step 7, concrete strength reach removes stripping system after intensity;
Again use is had enough to meet the need after the cleaning of step 8, template.
The present invention adopts above-mentioned steps, and its technological principle is simple, convenient operation; Set up complete template system and repeatedly can have enough to meet the need use, while improve construction effect, reduce construction cost.
Accompanying drawing explanation
Fig. 1 is the structural representation of back arris system of the present invention.
Fig. 2 is A-A direction view in Fig. 1.
Detailed description of the invention
The present invention is further illustrated below by way of specific embodiment.
As shown in Figure 1 and Figure 2, a kind of building method of adjustable frame column template back arris system; It comprises the steps:
Step 1, have enough to meet the need tricks by frame column kind determination black coating wooden form 1;
Step 2, by cross-section of frame column size, highly determine channel-section steel back cord board size, and opening diameter and the number of openings;
Step 3, by cross-section of frame column size determination vertical steel pipe back cord 3 spacing;
When step 4, column section face size are less than 800mm, frame column can not arrange Screw arbor with nut at both-ends 4; Column section face size is more than or equal to 800mm, and when being less than 1500mm, frame column per pass transverse channel steels back cord 2 place arranges the Screw arbor with nut at both-ends 4 of one 16mm diameter;
Step 5, framed column template system are installed:
Building waste removing, dabbing bottom step 5.1, frame column;
Step 5.2, black coating wooden form 1 are assembled;
Step 5.3, wear and draw screw rod 4 sleeve pipe;
Step 5.4, installation vertical steel pipe back cord 3;
Step 5.5, the horizontal back cord 2 of installation channel-section steel;
Step 5.6, installation lockset;
Step 5.7, correction framework column template verticality;
Step 5.8, the caulking joint of suspension column mortar;
Step 5.9, to inspect for acceptance;
Step 6, frame column concreting;
Step 7, concrete strength reach removes stripping system after intensity;
Again use is had enough to meet the need after the cleaning of step 8, template.
The present invention adopts above-mentioned steps, and its technological principle is simple, convenient operation; Set up complete template system and repeatedly can have enough to meet the need use, while improve construction effect, reduce construction cost.
Claims (1)
1. the building method of an adjustable frame column template back arris system; It is characterized in that: it comprises the steps:
Step 1, by frame column kind determination film coating wooden formwork turnover tricks;
Step 2, by cross-section of frame column size, highly determine channel-section steel back cord board size, and opening diameter and the number of openings;
Step 3, by cross-section of frame column size determination vertical steel pipe back cord spacing;
When step 4, column section face size are less than 800mm, frame column can not arrange Screw arbor with nut at both-ends; Column section face size is more than or equal to 800mm, and when being less than 1500mm, the horizontal back cord place of frame column per pass arranges the Screw arbor with nut at both-ends of one 16mm diameter, and spacing is with channel-section steel;
Step 5, framed column template system installation procedure:
Building waste removing, dabbing bottom step 5.1, frame column;
Step 5.2, template assembly;
Step 5.3, wear Split bolt sleeve;
Step 5.4, installation vertical steel pipe back cord;
Step 5.5, the horizontal back cord of installation channel-section steel;
Step 5.6, installation lockset;
Step 5.7, correction column template verticality;
Step 5.8, the caulking joint of suspension column mortar;
Step 5.9, to inspect for acceptance;
Step 6, frame column concreting;
Step 7, concrete strength reach removes stripping system after intensity;
Again use is had enough to meet the need after the cleaning of step 8, template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410430024.0A CN104295092A (en) | 2014-08-28 | 2014-08-28 | Adjustable frame column formwork back arris system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410430024.0A CN104295092A (en) | 2014-08-28 | 2014-08-28 | Adjustable frame column formwork back arris system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104295092A true CN104295092A (en) | 2015-01-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410430024.0A Pending CN104295092A (en) | 2014-08-28 | 2014-08-28 | Adjustable frame column formwork back arris system |
Country Status (1)
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| CN (1) | CN104295092A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239777A (en) * | 2015-09-07 | 2016-01-13 | 天津送变电工程公司 | Tie bolt leakage-proof plugging process for frame column formwork |
| CN105442837A (en) * | 2015-12-14 | 2016-03-30 | 何景洲 | House cylindrical pouring formwork and construction method |
| CN105863259A (en) * | 2016-05-19 | 2016-08-17 | 江苏科技大学 | Concrete cylinder inflatable formwork and use method thereof |
| CN106150077A (en) * | 2016-06-23 | 2016-11-23 | 中国建筑第二工程局有限公司 | A kind of super large wall column formwork support system |
| CN106869494A (en) * | 2016-12-30 | 2017-06-20 | 上海建工七建集团有限公司 | A kind of steel column mould ruggedized construction construction method |
| CN106907002A (en) * | 2017-03-28 | 2017-06-30 | 中铁建设集团有限公司 | A kind of adjustable shaped steel fixed system |
| CN107905529A (en) * | 2017-11-17 | 2018-04-13 | 成都市第四建筑工程公司 | The support system and construction method of a kind of Special-Shaped Column |
| CN110106908A (en) * | 2019-05-13 | 2019-08-09 | 中国十七冶集团有限公司 | A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open |
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| CN202299411U (en) * | 2011-11-12 | 2012-07-04 | 山东宁建建设集团有限公司 | Section adjustable steel column template |
| CN202441052U (en) * | 2012-03-01 | 2012-09-19 | 青岛两仪环保工程有限公司 | Column mould system |
| CN102979300A (en) * | 2012-11-19 | 2013-03-20 | 中国核工业华兴建设有限公司 | Section-adjustable rectangular column framework assembly |
| CN203514794U (en) * | 2013-08-29 | 2014-04-02 | 中国建筑第二工程局有限公司 | Adjustable supporting leg for large steel molding plate |
| CN203640276U (en) * | 2013-12-31 | 2014-06-11 | 中建海峡建设发展有限公司 | Adjustable column mold device |
| CN103912120A (en) * | 2014-04-22 | 2014-07-09 | 山西省宏图建设工程有限公司 | Novel tool type rectangular column mold reinforcing device |
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2014
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Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3405930A (en) * | 1965-12-09 | 1968-10-15 | Chester I. Williams | Articulating clamp for securing form panels in rectangular configuration |
| SU1636553A1 (en) * | 1988-11-03 | 1991-03-23 | Трест Организации Технического Строительства Территориального Строительного Объединения Приморского Краевого Строительства | Shuttering for concreting column joints |
| CN2232955Y (en) * | 1994-12-27 | 1996-08-14 | 中国建筑第一工程局构件厂 | Pillar formwork with adjustable section |
| CN2255470Y (en) * | 1995-01-20 | 1997-06-04 | 戴红妹 | Column form of adjustable height and section |
| CN2367690Y (en) * | 1999-05-26 | 2000-03-08 | 中国建筑一局第四建筑公司模板架料租赁分公司 | Section-adjustable rectangular column formboard |
| CN201896450U (en) * | 2010-11-23 | 2011-07-13 | 中国二十冶集团有限公司 | Fast support device of construction template for column foundation and frame column |
| CN202299411U (en) * | 2011-11-12 | 2012-07-04 | 山东宁建建设集团有限公司 | Section adjustable steel column template |
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| CN102979300A (en) * | 2012-11-19 | 2013-03-20 | 中国核工业华兴建设有限公司 | Section-adjustable rectangular column framework assembly |
| CN203514794U (en) * | 2013-08-29 | 2014-04-02 | 中国建筑第二工程局有限公司 | Adjustable supporting leg for large steel molding plate |
| CN203640276U (en) * | 2013-12-31 | 2014-06-11 | 中建海峡建设发展有限公司 | Adjustable column mold device |
| CN103912120A (en) * | 2014-04-22 | 2014-07-09 | 山西省宏图建设工程有限公司 | Novel tool type rectangular column mold reinforcing device |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239777A (en) * | 2015-09-07 | 2016-01-13 | 天津送变电工程公司 | Tie bolt leakage-proof plugging process for frame column formwork |
| CN105442837A (en) * | 2015-12-14 | 2016-03-30 | 何景洲 | House cylindrical pouring formwork and construction method |
| CN105863259A (en) * | 2016-05-19 | 2016-08-17 | 江苏科技大学 | Concrete cylinder inflatable formwork and use method thereof |
| CN105863259B (en) * | 2016-05-19 | 2018-04-17 | 江苏科技大学 | A kind of concrete cylindrical inflatable template and its application method |
| CN106150077A (en) * | 2016-06-23 | 2016-11-23 | 中国建筑第二工程局有限公司 | A kind of super large wall column formwork support system |
| CN106869494A (en) * | 2016-12-30 | 2017-06-20 | 上海建工七建集团有限公司 | A kind of steel column mould ruggedized construction construction method |
| CN106907002A (en) * | 2017-03-28 | 2017-06-30 | 中铁建设集团有限公司 | A kind of adjustable shaped steel fixed system |
| CN107905529A (en) * | 2017-11-17 | 2018-04-13 | 成都市第四建筑工程公司 | The support system and construction method of a kind of Special-Shaped Column |
| CN110106908A (en) * | 2019-05-13 | 2019-08-09 | 中国十七冶集团有限公司 | A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open |
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Application publication date: 20150121 |