CN103726666A - Full-prefabricated structure component locating supporting construction method - Google Patents
Full-prefabricated structure component locating supporting construction method Download PDFInfo
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- CN103726666A CN103726666A CN201410007996.9A CN201410007996A CN103726666A CN 103726666 A CN103726666 A CN 103726666A CN 201410007996 A CN201410007996 A CN 201410007996A CN 103726666 A CN103726666 A CN 103726666A
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- support
- supports
- prefabricated post
- steel plate
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Abstract
The invention discloses a full-prefabricated structure component locating supporting construction method which comprises the steps of prefabricated column oblique support fixing, prefabricated beam supporting, a prefabricated plate supporting, full-prefabricated structure supporting and the like. According to the method, construction is convenient, and effect is good. Implementation is easy, the technical problem that components such as a full-prefabricated structure beam plate column are high in mounting accuracy, and a bearing frame needs to be high in strength is solved, revolving materials are saved, and construction effect is improved.
Description
Technical field
The present invention relates to a kind of full assembly structure member positioning supports construction method.
Background technology
In full-prefabricated assembly structural, PC structure floor bulk is assembled, the members such as slab column are installed high accuracy and are required bearing frame high strength, the construction technology of traditional fastener type steel pipe scaffold, and construction effect is low, precision bearing capacity is poor, cannot meet the needs of full assembly structure construction.
Summary of the invention
The object of the present invention is to provide a kind of easy construction, effective full assembly structure member positioning supports construction method.
Technical solution of the present invention is:
A full assembly structure member positioning supports construction method, is characterized in that: comprise the following steps:
(1) prefabricated post diagonal brace is fixed
The support of prefabricated post adopts steel plate to fix, and adopts the welding of 14mm steel plate;
Before tower crane lifting, constructor is fixed on supporting steel plate in prefabricated post behind relevant position at lifting component, after the line of throwing according to surveyor in prefabricated post is in place, constructor is by the steel pipe support of diagonal brace on supporting steel plate and on the strong point of showing up;
(2) precast beam supports
The support of precast beam adopts speed to connect frame as support system, by the position of each support column unwrapping wire after floor has been cleared up, accurate positioning;
The jacking that beam low speed is connect to frame support customizes processing; The pre-buried S10 bolt of the prefabricated post at beam two ends is supported;
(3) precast plate supports
Wooden frame on jacking is that the 100*100 lumps of wood supports as line;
(4) full assembly structure supports
A, superposed beam dish pin socket joint tool type scaffold:
B, superimposed sheet bracing frame:
Easy construction of the present invention, effective.Easy to implement, solved the members such as full precast construction slab column and high accuracy has been installed and requires the high-intensity technical barrier of bearing frame, saved circulation material, improved construction effect.
Below in conjunction with embodiment, the invention will be further described.
The specific embodiment
A full assembly structure member positioning supports construction method, comprises the following steps:
(1) prefabricated post diagonal brace is fixed
The support of prefabricated post adopts steel plate to fix, and adopts the welding of 14mm steel plate;
Before tower crane lifting, constructor is fixed on supporting steel plate in prefabricated post behind relevant position at lifting component, after the line of throwing according to surveyor in prefabricated post is in place, constructor is by the steel pipe support of diagonal brace on supporting steel plate and on the strong point of showing up;
(2) precast beam supports
The support of precast beam adopts speed to connect frame as support system, by the position of each support column unwrapping wire after floor has been cleared up, accurate positioning;
The jacking that beam low speed is connect to frame support customizes processing; The pre-buried S10 bolt of the prefabricated post at beam two ends is supported;
(3) precast plate supports
Wooden frame on jacking is that the 100*100 lumps of wood supports as line;
(4) full assembly structure supports
A, superposed beam dish pin socket joint tool type scaffold:
B, superimposed sheet bracing frame:
This shows excellent effect of the present invention.
Claims (1)
1. a full assembly structure member positioning supports construction method, is characterized in that: comprise the following steps:
(1) prefabricated post diagonal brace is fixed
The support of prefabricated post adopts steel plate to fix, and adopts the welding of 14mm steel plate;
Before tower crane lifting, constructor is fixed on supporting steel plate in prefabricated post behind relevant position at lifting component, after the line of throwing according to surveyor in prefabricated post is in place, constructor is by the steel pipe support of diagonal brace on supporting steel plate and on the strong point of showing up;
(2) precast beam supports
The support of precast beam adopts speed to connect frame as support system, by the position of each support column unwrapping wire after floor has been cleared up, accurate positioning;
The jacking that beam low speed is connect to frame support customizes processing; The pre-buried S10 bolt of the prefabricated post at beam two ends is supported;
(3) precast plate supports
Wooden frame on jacking is that the 100*100 lumps of wood supports as line;
(4) full assembly structure supports
A, superposed beam dish pin socket joint tool type scaffold:
B, superimposed sheet bracing frame:
。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410007996.9A CN103726666B (en) | 2014-01-08 | 2014-01-08 | Full assembly structure component positioning supports construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410007996.9A CN103726666B (en) | 2014-01-08 | 2014-01-08 | Full assembly structure component positioning supports construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103726666A true CN103726666A (en) | 2014-04-16 |
| CN103726666B CN103726666B (en) | 2016-02-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410007996.9A Active CN103726666B (en) | 2014-01-08 | 2014-01-08 | Full assembly structure component positioning supports construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN103726666B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476583A (en) * | 2017-08-18 | 2017-12-15 | 国网上海市电力公司 | A kind of concrete assembled building builds construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2411291Y (en) * | 2000-03-30 | 2000-12-20 | 昆明理工大学 | External prestressed structure for integral prestressed prefabricated sheet-pile buidling |
| JP2005188102A (en) * | 2003-12-25 | 2005-07-14 | Shimizu Corp | Structure of building and construction method |
| CN201661086U (en) * | 2010-03-15 | 2010-12-01 | 中山市快而居房屋预制件有限公司 | Fully-prefabricated assembled integral reinforced concrete house |
| CN203174770U (en) * | 2013-04-19 | 2013-09-04 | 深圳海龙建筑制品有限公司 | Connection structure of prefabricated column and construction site base and building |
-
2014
- 2014-01-08 CN CN201410007996.9A patent/CN103726666B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2411291Y (en) * | 2000-03-30 | 2000-12-20 | 昆明理工大学 | External prestressed structure for integral prestressed prefabricated sheet-pile buidling |
| JP2005188102A (en) * | 2003-12-25 | 2005-07-14 | Shimizu Corp | Structure of building and construction method |
| CN201661086U (en) * | 2010-03-15 | 2010-12-01 | 中山市快而居房屋预制件有限公司 | Fully-prefabricated assembled integral reinforced concrete house |
| CN203174770U (en) * | 2013-04-19 | 2013-09-04 | 深圳海龙建筑制品有限公司 | Connection structure of prefabricated column and construction site base and building |
Non-Patent Citations (1)
| Title |
|---|
| 朱勇年: "《高层建筑施工》", 30 April 2007, 中国建筑工业出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476583A (en) * | 2017-08-18 | 2017-12-15 | 国网上海市电力公司 | A kind of concrete assembled building builds construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103726666B (en) | 2016-02-17 |
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| C06 | Publication | ||
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| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Jiang Jian Inventor after: Jiang Xiaoqian Inventor after: Cheng Wei Inventor after: Jiang Xiaobo Inventor after: Xing Jianfeng Inventor after: Wu Jun Inventor after: Zhou Lifei Inventor before: Cheng Jun |
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| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20160105 Address after: 226300, Nantong, Jiangsu province Tongzhou District Jinsha New Town West Building New Village No. 2 Applicant after: Jiang Jian Applicant after: Jiang Xiaoqian Address before: Tongzhou District Xingyuan road Jiangsu city of Nantong province sunshine mansion 226300 Building No. 63 room 2208 Applicant before: Cheng Jun |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
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| TR01 | Transfer of patent right |
Effective date of registration: 20201207 Address after: 226300 New Century Avenue 999, Nantong high tech Zone, Jiangsu Province Patentee after: NANTONG SIJIAN CONSTRUCTION GROUP Co.,Ltd. Address before: 226300, Nantong, Jiangsu province Tongzhou District Jinsha New Town West Building New Village No. 2 Patentee before: Jiang Jian Patentee before: Jiang Xiaoqian |