CN103726666B - Full assembly structure component positioning supports construction method - Google Patents
Full assembly structure component positioning supports construction method Download PDFInfo
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- CN103726666B CN103726666B CN201410007996.9A CN201410007996A CN103726666B CN 103726666 B CN103726666 B CN 103726666B CN 201410007996 A CN201410007996 A CN 201410007996A CN 103726666 B CN103726666 B CN 103726666B
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- Prior art keywords
- supports
- prefabricated post
- support
- assembly structure
- full assembly
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- 238000010276 construction Methods 0.000 title claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000003466 welding Methods 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 230000004888 barrier function Effects 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 2
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of full assembly structure component positioning supports construction method, comprise the steps such as prefabricated post diagonal brace is fixed, precast beam supports, precast plate supports, full assembly structure support.Easy construction of the present invention, effective.Easy to implement, solve the Components installation high accuracy such as full precast construction slab column and require the technical barrier of bearing frame high strength, having saved circulation material, improve construction effect.
Description
Technical field
The present invention relates to a kind of full assembly structure component positioning supports construction method.
Background technology
In full-prefabricated assembly structural, PC structure floor bulk is assembled, Components installation high accuracy such as slab column and require bearing frame high strength, the construction technology of traditional fastener type steel pipe scaffold, 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 component positioning supports construction method.
Technical solution of the present invention is:
A kind of full assembly structure component 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 Interal fixation, adopts the welding of 14mm steel plate;
Before tower crane lifting, supporting steel plate is fixed in prefabricated post by constructor after lifting component to relevant position, after prefabricated post is in place according to the line that surveyor throws in, constructor 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, and accurate positioning;
Jacking precast beam low speed being connect to frame support carries out customization processing; The pre-buried S10 bolt of the prefabricated post at precast beam two ends is supported;
(3) precast plate supports
Wooden frame on jacking is that the 100mm*100mm 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, solve the Components installation high accuracy such as full precast construction slab column and require the technical barrier of bearing frame high strength, having saved circulation material, improve construction effect.
Below in conjunction with embodiment, the invention will be further described.
Detailed description of the invention
A kind of full assembly structure component positioning supports construction method, comprises the following steps:
(1) prefabricated post diagonal brace is fixed
The support of prefabricated post adopts Interal fixation, adopts the welding of 14mm steel plate;
Before tower crane lifting, supporting steel plate is fixed in prefabricated post by constructor after lifting component to relevant position, after prefabricated post is in place according to the line that surveyor throws in, constructor 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, and accurate positioning;
Jacking precast beam low speed being connect to frame support carries out customization processing; The pre-buried S10 bolt of the prefabricated post at precast beam two ends is supported;
(3) precast plate supports
Wooden frame on jacking is that the 100mm*100mm 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 component positioning supports construction method, is characterized in that: comprise the following steps: that (1) prefabricated post diagonal brace is fixed
The support of prefabricated post adopts Interal fixation, adopts the welding of 14mm steel plate;
Before tower crane lifting, supporting steel plate is fixed in prefabricated post by constructor after lifting component to relevant position, after prefabricated post is in place according to the line that surveyor throws in, constructor 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, and accurate positioning;
Jacking precast beam low speed being connect to frame support carries out customization processing; The pre-buried S10 bolt of the prefabricated post at precast beam two ends is supported;
(3) precast plate supports
Wooden frame on jacking is that the 100mm*100mm 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 CN103726666A (en) | 2014-04-16 |
| CN103726666B true CN103726666B (en) | 2016-02-17 |
Family
ID=50450937
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 |
|---|---|
| CN (1) | CN103726666B (en) |
Families Citing this family (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 |
Family Cites Families (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 |
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2014
- 2014-01-08 CN CN201410007996.9A patent/CN103726666B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN103726666A (en) | 2014-04-16 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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 |
|
| 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 |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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 |
|
| TR01 | Transfer of patent right |