CN104265000A - Column mounting method for cup foundation - Google Patents
Column mounting method for cup foundation Download PDFInfo
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- CN104265000A CN104265000A CN201410466825.2A CN201410466825A CN104265000A CN 104265000 A CN104265000 A CN 104265000A CN 201410466825 A CN201410466825 A CN 201410466825A CN 104265000 A CN104265000 A CN 104265000A
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- cup
- pillar
- rim
- column
- component
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Abstract
A column mounting method for a cup foundation belongs to the technical field of construction. An auxiliary member used when a prefabricated reinforced concrete column and a steel column are mounted on the cup foundation is a trapezoid component formed by welded steel plates. When the column is mounted, the component is placed on the periphery of a cup for temporarily fixing the column. The mounting position of the column is adjusted by adjusting the length of a secondary component inserted into the cup. When the position of the cup is grouted, the lower portion of the component is poured, the component is removed when the strength of grouted concrete meets the requirement, and then the upper portion of the cup is grouted. The component can be recycled. The column mounting method for the cup foundation has the advantages of solving the problems of tool complexity, high adjusting difficulty, long time consuming and the like of the column position adjustment of column mounting of the cup foundation.
Description
Technical field
The invention belongs to technical field of building construction, in particular, provide a kind of pillar mounting method being applicable to rim of a cup basis.
Background technology
It is the form of structure often run in building operations that prepackage reinforced concrete post and steel column are arranged in rim of a cup basis.The adjustment of pillar position is complete, takes method to carry out temporary fixed to pillar, removes erection equipment to the constraint of pillar.A collection of pillar installs, and then carries out concrete grouting to rim of a cup space and fixes.Adopt this component to carry out temporary fixed to pillar, component is simple, easy to operate, can adjust pillar position fast, accelerates erection equipment turnaround speed; Component is brief, and rim of a cup adopts the mode of back-grouting component can be taken out, and can reuse.
Adopt this component as temporary fixed instrument in the pillar installation process of rim of a cup basis, can speed of application be accelerated, save construction cost.
Summary of the invention
The object of the present invention is to provide a kind of pillar mounting method being applicable to rim of a cup basis, solve rim of a cup basis pillar and install, regulate pillar position used tool complicated, regulate the problems such as large, length consuming time.
The present invention is prefabricated reinforced concrete column and steel column a kind of auxiliary part used when being arranged on rim of a cup basis.This component forms trapezoid part by Plate Welding.When pillar is installed, this component is placed on rim of a cup surrounding, temporary fixed pillar.The installation site regulating pillar is carried out by the length of adjustment secondary member insertion rim of a cup.During the grouting of rim of a cup position, be poured into this member lower, when grouted-aggregate concrete intensity reaches requirement, this component taken out, be then in the milk in rim of a cup top.This component can be recycled.Concrete technology step is as follows:
(1) with rectangular steel plates and trapezoidal steel plate vertical welding trapezoid part (see accompanying drawing 2,3).
(2) after pillar is lifted into rim of a cup, at rim of a cup top edge, pillar surrounding places trapezoid part, carries out temporary fixed to pillar.
(3) adjust the degree of depth that pillar relative direction both sides trapezoid part inserts rim of a cup, namely deepen pillar left-side member, arrive the object that pillar offsets to the right; Otherwise deepen post right-hand member, arrive the object that pillar offsets left.The adjustment of pillar position is complete, removes the erection equipments such as crane to the constraint of pillar.
(4) be in the milk to rim of a cup bottom with concrete, grouting position is in trapezoid part bottom.After rim of a cup bottom grouted-aggregate concrete reaches intensity, take out trapezoid part, with concrete, be in the milk in rim of a cup top.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is rim of a cup basis pillar scheme of installation.Wherein, trapezoid part 1, basic rim of a cup 4, pillar 5, bottom grouting 6.
Fig. 2 trapezoid part elevation.
Fig. 3 trapezoid part side view.Wherein, rectangular steel plates 2, trapezoidal steel plate 3.
Detailed description of the invention
(1) with rectangular steel plates 2 and trapezoidal steel plate 3 vertical welding trapezoid part 1.
(2), after pillar 5 is lifted into basic rim of a cup 4, at basic rim of a cup 4 top edge, pillar 5 surrounding places this component 1, carries out temporary fixed to pillar 5.
(3) degree of depth that pillar 5 relative direction both sides trapezoid part inserts basic rim of a cup 4 is adjusted.Namely deepen pillar 5 left lateral trapezoidal component 1, arrive the object that pillar 5 offsets to the right; Otherwise deepen pillar 5 right lateral trapezoidal component 1, arrive the object that pillar 5 offsets left.The adjustment of pillar 5 position is complete, removes erection equipment to the constraint of pillar 5.
(4) be in the milk to basic rim of a cup 4 bottom with concrete, grouting position is in trapezoid part 1 bottom.Be in the milk after 6 concrete reach intensity until basic rim of a cup 4 bottom, take out trapezoid part 1, with concrete, be in the milk in basic rim of a cup 4 top.
Claims (1)
1. be applicable to the pillar mounting method on rim of a cup basis, it is characterized in that: processing step is as follows:
(1) with rectangular steel plates and trapezoidal steel plate vertical welding trapezoid part;
(2) after pillar is lifted into rim of a cup, at rim of a cup top edge, pillar surrounding places trapezoid part, carries out temporary fixed to pillar;
(3) adjust the degree of depth that pillar relative direction both sides trapezoid part inserts rim of a cup, namely deepen pillar left-side member, arrive the object that pillar offsets to the right; Otherwise deepen post right-hand member, arrive the object that pillar offsets left; The adjustment of pillar position is complete, removes crane erection equipment to the constraint of pillar;
(4) be in the milk to rim of a cup bottom with concrete, grouting position is in trapezoid part bottom; After rim of a cup bottom grouted-aggregate concrete reaches intensity, take out trapezoid part, with concrete, be in the milk in rim of a cup top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410466825.2A CN104265000A (en) | 2014-09-12 | 2014-09-12 | Column mounting method for cup foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410466825.2A CN104265000A (en) | 2014-09-12 | 2014-09-12 | Column mounting method for cup foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104265000A true CN104265000A (en) | 2015-01-07 |
Family
ID=52156562
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410466825.2A Pending CN104265000A (en) | 2014-09-12 | 2014-09-12 | Column mounting method for cup foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104265000A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464125A (en) * | 2015-12-30 | 2016-04-06 | 中国二十二冶集团有限公司 | Positioning device applicable to installation of cup opening foundation column |
| CN106545028A (en) * | 2015-09-16 | 2017-03-29 | 上海宝冶集团有限公司 | Light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting |
| CN108999209A (en) * | 2018-09-28 | 2018-12-14 | 北京首钢建设集团有限公司 | A method of it is installed using the fixed rim of a cup basis steel column of oblique angle I-steel centering |
| CN115030603A (en) * | 2022-07-28 | 2022-09-09 | 万特福建筑构件有限公司 | Prefabricated wall structure, rapid construction method and construction equipment |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001254516A (en) * | 2000-03-08 | 2001-09-21 | Koa:Kk | Erection method of src steel column in which pc concrete is poured on ground |
| CN102041899A (en) * | 2009-10-22 | 2011-05-04 | 中冶天工建设有限公司 | Method for adjusting axis deviation of industrial factory building edge foundation heavy column |
| CN103161223A (en) * | 2011-12-08 | 2013-06-19 | 贵阳铝镁设计研究院有限公司 | Anti-pulling embedded-type gate-type steel frame steel-joint column foot and construction method thereof |
| CN203755706U (en) * | 2014-03-19 | 2014-08-06 | 甘肃建投钢结构有限公司 | Cup foundation plug-in type fixture for horizontal positioning of steel column |
-
2014
- 2014-09-12 CN CN201410466825.2A patent/CN104265000A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001254516A (en) * | 2000-03-08 | 2001-09-21 | Koa:Kk | Erection method of src steel column in which pc concrete is poured on ground |
| CN102041899A (en) * | 2009-10-22 | 2011-05-04 | 中冶天工建设有限公司 | Method for adjusting axis deviation of industrial factory building edge foundation heavy column |
| CN103161223A (en) * | 2011-12-08 | 2013-06-19 | 贵阳铝镁设计研究院有限公司 | Anti-pulling embedded-type gate-type steel frame steel-joint column foot and construction method thereof |
| CN203755706U (en) * | 2014-03-19 | 2014-08-06 | 甘肃建投钢结构有限公司 | Cup foundation plug-in type fixture for horizontal positioning of steel column |
Non-Patent Citations (2)
| Title |
|---|
| 何志建: "钢柱插入杯口式柱脚垫板施工方法的改进", 《山西建筑》, vol. 34, no. 11, 30 April 2008 (2008-04-30), pages 177 - 178 * |
| 刘至英: "杯口式基础钢柱安装", 《结构与设备安装》, no. 10, 31 October 2012 (2012-10-31), pages 28 - 29 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545028A (en) * | 2015-09-16 | 2017-03-29 | 上海宝冶集团有限公司 | Light Steel-Structure Factory with Steel rim of a cup post method for rapidly mounting |
| CN105464125A (en) * | 2015-12-30 | 2016-04-06 | 中国二十二冶集团有限公司 | Positioning device applicable to installation of cup opening foundation column |
| CN105464125B (en) * | 2015-12-30 | 2017-11-24 | 中国二十二冶集团有限公司 | Suitable for the positioner of rim of a cup basis pillar installation |
| CN108999209A (en) * | 2018-09-28 | 2018-12-14 | 北京首钢建设集团有限公司 | A method of it is installed using the fixed rim of a cup basis steel column of oblique angle I-steel centering |
| CN115030603A (en) * | 2022-07-28 | 2022-09-09 | 万特福建筑构件有限公司 | Prefabricated wall structure, rapid construction method and construction equipment |
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Legal Events
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150107 |