CN102704697A - Assembled bolt group mold - Google Patents
Assembled bolt group mold Download PDFInfo
- Publication number
- CN102704697A CN102704697A CN2012102326529A CN201210232652A CN102704697A CN 102704697 A CN102704697 A CN 102704697A CN 2012102326529 A CN2012102326529 A CN 2012102326529A CN 201210232652 A CN201210232652 A CN 201210232652A CN 102704697 A CN102704697 A CN 102704697A
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- support
- bolt group
- mantle fiber
- screw rod
- fiber screw
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Abstract
The invention relates to an assembled bolt group mold which can effectively solve problems that labor intensity is increased, procedures cannot be connected reasonably and manpower and materials are wasted by adopting the traditional manufacturing cleading to pre-bury bolts. The technical scheme for solving the problems is that the assembled bolt group mold comprises supports and threading screws, wherein the supports are of cuboid structures formed by four transversely parallel U-bars, the support in the front row is connected with the support in the back row through four horizontal first threading screws arranged at one end, the support in the upper row is connected with the support in the lower row through four vertical second threading screws at one end, three groups of clamping hoops are respectively and uniformly distributed on each support, and baffles are arranged on the clamping hoops. The assembled bolt group mold is novel and unique in structure, simple and reasonable, is directly arranged in a foundation by being welded to form a bolt group, solves construction problems that bolt pre-burying is low in accuracy and slow, saves a large number of materials, and has remarkable economic benefit and social benefit.
Description
Technical field
The present invention relates to a kind of packaging bolt group mould.
Background technology
Fast development along with Chinese national economy; The adjustment of the industrial structure; More and more large tracts of land industrial premises occur, these factory buildings generally all adopt steel work, so structural steelwork also more and more receives the favor of Construction unit; From steel work practice of construction process, investigate and be not difficult to find out, the steel work pre-buried accuracy of foot bolt fundamentally is to influence the crucial factor of Steel Structure Installation quality; To influence directly that all kinds of steel work are normal to be installed and the debugging of equipment in case bolt is pre-buried to have produced bigger deviation.Adopt the construction technology of traditional fabrication cage plate that labour intensity is strengthened; Operation can not reasonable link; Cause the waste of manual work, material; And the technology backwardness causes difficult quality control, causes a lot of difficulties for the installation in later stage, and how to capture pre-embedded anchoring bolts be the problem that needs solution for selected technology advanced person, economical rationality, safe and reliable technology.
Summary of the invention
To above-mentioned situation; For overcoming the defective of prior art, the present invention's purpose just provides a kind of packaging bolt group mould, can effectively solve to adopt the traditional fabrication cage plate to carry out the pre-buried labour intensity increasing of bolt; Operation can not reasonable link, causes the problem of the waste of manual work, material.
The technical scheme that the present invention solves is; Comprise support and mantle fiber screw rod; Support is by horizontal 4 parallel rectangle structures that channel-section steel is formed, and front and back two rows' support links to each other through the first mantle fiber screw rod of 4 levels of an end, and the support of two rows is continuous through 4 second vertical mantle fiber screw rods of an end; Be evenly equipped with 3 groups of clips on the every support respectively, baffle plate is arranged on the clip.
Novel structure of the present invention is unique, and advantages of simple directly is installed in the basis through welding fabrication bolt group on packaging bolt group mould dexterously; Solved low, the slow-footed construction difficult problem of pre-embedded bolt precision; Not only solved the control of quality difficulty or ease, and accelerating construction progress, lot of materials saved; Wherein every engineering can shift to an earlier date about 7 days; Save various direct costs more than 50,000 yuan, indirect benefit is that create beneficial result is gone into operation early about 200,000 yuan by Construction unit, and economic and social benefit is remarkable.
Description of drawings
Fig. 1 is a structural front view of the present invention.
Fig. 2 is a structure vertical view of the present invention.
Fig. 3 is a structure left view of the present invention.
Fig. 4 is the structural front view of clip of the present invention.
Fig. 5 is the structure vertical view of clip of the present invention.
The specific embodiment
Do further explain below in conjunction with the accompanying drawing specific embodiments of the invention.
Provide by Fig. 1 to Fig. 5; Comprise support and mantle fiber screw rod; Support 1 is by horizontal 4 parallel rectangle structures that channel-section steel is formed, and front and back two rows' support links to each other through the first mantle fiber screw rod 3 of 4 levels of an end, and the support of two rows is continuous through 4 of an end second vertical mantle fiber screw rods 4; Be evenly equipped with 3 groups of clips 2 on the every support 1 respectively, baffle plate 8 is arranged on the clip 2.
In order to guarantee result of use, the diameter of the described first mantle fiber screw rod 3 is 12mm, two ends first nut 6 of the first mantle fiber screw rod and pad 7 respectively with same horizontal plane on two supports in front and back link to each other.
The diameter of the described second mantle fiber screw rod 4 is 20mm, two ends first nut 6 of the second mantle fiber screw rod and pad 7 respectively with same perpendicular on two supports up and down link to each other.
Described support 1 is by horizontal 4 parallel rectangle structures that No. 8 channel-section steels are formed.
Described every group of clip 2 is inverted on the support 1 by side by side No. 10 long channel-section steels of 2 30mm and constitutes, and each clip is contained on the support through the flat head screw 5 and second nut 9.
When the present invention uses, at first ready finished product bolt is put into clip 2, the center of the rectangular indentation that adjustment bolt to every group of clip two channel-section steels side by side form; All bolt end faces are adjusted to are in same horizontal plane; After bolt is all in place, the planeness of adjustment bolt and the whole verticality of bolt; Prepare some reinforcing bars (length is the monolateral length of bolt), reinforcing bar is welded on the bolt group of adjusting, be used for fixing the bolt group with electric welding machine; The adjustment of the front and back size of support 1 can realize through first nut 6 and the position of pad 7 regulated on the first mantle fiber screw rod 3, and the adjustment of the vertical size of support 1 can realize through first nut 6 and the position of pad 7 regulated on the second mantle fiber screw rod 4; Welding fabrication bolt group directly is installed in the basis, efficiently solves low, the slow-footed construction difficult problem of pre-embedded bolt precision, and has solved the problem of difficult quality control; Accelerating construction progress has been saved lot of materials greatly, through test; Every engineering can shift to an earlier date about 7 days, saved various direct costs more than 50,000 yuan, and indirect benefit is that create beneficial result is gone into operation early about 200,000 yuan by Construction unit; Remarkable in economical benefits, simultaneously construction quality arrived assurance, be that one on the building implements innovated greatly.
Claims (5)
1. packaging bolt group mould; Comprise support and mantle fiber screw rod, it is characterized in that support (1) is by 4 rectangle structures that channel-section steel is formed of transverse horizontal; Front and back two rows' support links to each other through the first mantle fiber screw rod (3) of 4 levels of an end; The support of two rows links to each other through 4 second vertical mantle fiber screw rods (4) of an end, is evenly equipped with 3 groups of clips (2) on the every support (1) respectively, and baffle plate (8) is arranged on the clip (2).
2. packaging bolt group mould according to claim 1; It is characterized in that; The diameter of the described first mantle fiber screw rod (3) is 12mm, two ends first nuts (6) of the first mantle fiber screw rod and pad (7) respectively with same horizontal plane on two supports in front and back link to each other.
3. packaging bolt group mould according to claim 1; It is characterized in that; The diameter of the described second mantle fiber screw rod (4) is 20mm, two ends first nuts (6) of the second mantle fiber screw rod and pad (7) respectively with same perpendicular on two supports up and down link to each other.
4. packaging bolt group mould according to claim 1 is characterized in that, described support (1) is by horizontal 4 parallel rectangle structures that No. 8 channel-section steels are formed.
5. packaging bolt group mould according to claim 1; It is characterized in that; Described every group of clip (2) is inverted in upward formation of support (1) by No. 10 long channel-section steels of 2 30mm side by side, and each clip is contained on the support through flat head screw (5) and second nut (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210232652.9A CN102704697B (en) | 2012-07-06 | 2012-07-06 | Assembled bolt group mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210232652.9A CN102704697B (en) | 2012-07-06 | 2012-07-06 | Assembled bolt group mold |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102704697A true CN102704697A (en) | 2012-10-03 |
| CN102704697B CN102704697B (en) | 2014-06-18 |
Family
ID=46897726
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210232652.9A Expired - Fee Related CN102704697B (en) | 2012-07-06 | 2012-07-06 | Assembled bolt group mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102704697B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700605A (en) * | 2019-09-03 | 2020-01-17 | 中冶(上海)钢结构科技有限公司 | Adjustable embedded bolt assembling die and construction method thereof |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000096575A (en) * | 1998-09-18 | 2000-04-04 | Asahi Boruto Shokai:Kk | Anchor bolt bearing frame |
| KR20020086430A (en) * | 2002-10-23 | 2002-11-18 | 이창남 | The apparatus of attaching between concrete and steel structural members and attaching method |
| CN2571914Y (en) * | 2002-09-13 | 2003-09-10 | 北京城建二建设工程有限公司 | Integral contracted door-opening form |
| CN2596170Y (en) * | 2002-10-30 | 2003-12-31 | 莱芜钢铁集团有限公司 | Positioning rack of pre-buried ground bolt |
| CN101666100A (en) * | 2009-09-15 | 2010-03-10 | 中冶实久建设有限公司 | Method for accurately installing large foundation bolt of industrial equipment foundation |
| CN201635183U (en) * | 2010-04-27 | 2010-11-17 | 中建七局第二建筑有限公司 | Fixed structure of pre-embedded bolt in cast-in-place concrete structure |
| CN201865121U (en) * | 2010-10-30 | 2011-06-15 | 甘肃海外工程总公司 | Intergraded profile steel positioning bracket device for embedding overlong foundation anchor bolts |
| CN201891172U (en) * | 2010-11-03 | 2011-07-06 | 中建三局第二建设工程有限责任公司 | Fixing bracket with fine-adjusting function for embedding anchor bolts |
| CN201991241U (en) * | 2011-03-30 | 2011-09-28 | 宿迁市科路养护技术有限公司 | Steel structural upright column foundation bolt positioning device |
| CN202031179U (en) * | 2011-04-20 | 2011-11-09 | 中国十七冶集团有限公司 | Centre line aligning and elevation adjusting device of basic embedded bolts |
| CN202645028U (en) * | 2012-07-06 | 2013-01-02 | 平煤神马建工集团有限公司土建处 | Assembly type bolt group die |
-
2012
- 2012-07-06 CN CN201210232652.9A patent/CN102704697B/en not_active Expired - Fee Related
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000096575A (en) * | 1998-09-18 | 2000-04-04 | Asahi Boruto Shokai:Kk | Anchor bolt bearing frame |
| CN2571914Y (en) * | 2002-09-13 | 2003-09-10 | 北京城建二建设工程有限公司 | Integral contracted door-opening form |
| KR20020086430A (en) * | 2002-10-23 | 2002-11-18 | 이창남 | The apparatus of attaching between concrete and steel structural members and attaching method |
| CN2596170Y (en) * | 2002-10-30 | 2003-12-31 | 莱芜钢铁集团有限公司 | Positioning rack of pre-buried ground bolt |
| CN101666100A (en) * | 2009-09-15 | 2010-03-10 | 中冶实久建设有限公司 | Method for accurately installing large foundation bolt of industrial equipment foundation |
| CN201635183U (en) * | 2010-04-27 | 2010-11-17 | 中建七局第二建筑有限公司 | Fixed structure of pre-embedded bolt in cast-in-place concrete structure |
| CN201865121U (en) * | 2010-10-30 | 2011-06-15 | 甘肃海外工程总公司 | Intergraded profile steel positioning bracket device for embedding overlong foundation anchor bolts |
| CN201891172U (en) * | 2010-11-03 | 2011-07-06 | 中建三局第二建设工程有限责任公司 | Fixing bracket with fine-adjusting function for embedding anchor bolts |
| CN201991241U (en) * | 2011-03-30 | 2011-09-28 | 宿迁市科路养护技术有限公司 | Steel structural upright column foundation bolt positioning device |
| CN202031179U (en) * | 2011-04-20 | 2011-11-09 | 中国十七冶集团有限公司 | Centre line aligning and elevation adjusting device of basic embedded bolts |
| CN202645028U (en) * | 2012-07-06 | 2013-01-02 | 平煤神马建工集团有限公司土建处 | Assembly type bolt group die |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700605A (en) * | 2019-09-03 | 2020-01-17 | 中冶(上海)钢结构科技有限公司 | Adjustable embedded bolt assembling die and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102704697B (en) | 2014-06-18 |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Gao Shanlin Inventor after: Wu Min Inventor after: Li Weifeng Inventor after: Chang Huanhuan Inventor after: Peng Huaijiang Inventor after: Zhu Huiwei Inventor after: Hou Zhiyong Inventor after: Yang Liang Inventor before: Gao Shanlin Inventor before: Wu Min Inventor before: Li Weifeng Inventor before: Chang Huanhuan Inventor before: Peng Huaijiang Inventor before: Zhu Huiwei Inventor before: Hou Zhiyong Inventor before: Yang Liang |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140618 Termination date: 20150706 |
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| EXPY | Termination of patent right or utility model |