CN102704697B - Assembled bolt group mold - Google Patents
Assembled bolt group mold Download PDFInfo
- Publication number
- CN102704697B CN102704697B CN201210232652.9A CN201210232652A CN102704697B CN 102704697 B CN102704697 B CN 102704697B CN 201210232652 A CN201210232652 A CN 201210232652A CN 102704697 B CN102704697 B CN 102704697B
- Authority
- CN
- China
- Prior art keywords
- support
- bolt group
- mantle fiber
- screw rod
- fiber screw
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
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
Along with the fast development of Chinese national economy, the adjustment of the industrial structure, there are more and more large area industrial premises, these factory buildings generally all adopt steel work, therefore structural steelwork is also more and more subject to the favor of Construction unit, from steel work practice of construction process, investigate and be not difficult to find out, the accuracy of steel structure base embedding anchor bolts is to affect the very important factor of Steel Structure Installation quality; Once having produced larger deviation, bolt embedment will directly affect the debugging of the normal installation of all kinds of steel work and equipment.Adopt the construction technology of traditional fabrication cage plate not only to make labour intensity strengthen, operation can not reasonable link, cause waste artificial, material, and technique backwardness causes difficult quality control, cause a lot of difficulties to the installation in later stage, how to capture pre-embedded anchoring bolts be to need the problem that solves for selected technology advanced person, economical rationality, safe and reliable technology.
Summary of the invention
For above-mentioned situation, for overcoming the defect of prior art, the present invention's object is just to provide a kind of packaging bolt group mould, can effectively solve and adopt traditional fabrication cage plate to carry out the increasing of bolt embedment labour intensity, operation can not reasonable link, causes the problem of the waste of artificial, 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 forms, front and back two rows' supports are connected through the first mantle fiber screw rod of 4 levels of one end, the support of two rows is connected through 4 of one end the second vertical mantle fiber screw rods, on every support, be evenly equipped with respectively 3 groups of clips, on clip, have baffle plate.
Novel structure uniqueness of the present invention, advantages of simple, directly be installed in basis by welding fabrication bolt group on packaging bolt group mould dexterously, solve low, the slow-footed construction difficult problem of pre-embedded bolt precision, not only solve the control of quality difficulty or ease, and accelerating construction progress, save lot of materials, 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 200,000 yuan of left and right by Construction unit, and economic and social benefit is remarkable.
Accompanying drawing explanation
Fig. 1 is structural front view of the present invention.
Fig. 2 is structure top view of the present invention.
Fig. 3 is 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 top view of clip of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described in further detail.
Provided 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 forms, front and back two rows' supports are connected through the first mantle fiber screw rod 3 of 4 levels of one end, the support of two rows is connected through 4 of one end the second vertical mantle fiber screw rods 4, on every support 1, be evenly equipped with respectively 3 groups of clips 2, on clip 2, have baffle plate 8.
In order to guarantee result of use, the diameter of the first described mantle fiber screw rod 3 is 12mm, and two ends first nut 6 of the first mantle fiber screw rod is connected with two of the front and back support in same level respectively with pad 7.
The diameter of the second described mantle fiber screw rod 4 is 20mm, and two ends first nut 6 of the second mantle fiber screw rod is connected with two supports up and down on same perpendicular respectively with pad 7.
Described support 1 is by horizontal 4 parallel rectangle structures that No. 8 channel-section steels form.
Described every group of clip 2 is inverted on support 1 and formed by No. 10 long channel-section steels of 2 30mm side by side, and each clip is contained on support through flat head screw 5 and the second nut 9.
When the present invention uses, first ready finished product bolt is put into clip 2, adjust the center of bolt to the rectangular indentation of every group of clip two channel-section steels formation side by side; All bolt end faces are adjusted in same horizontal plane; After bolt is all in place, adjust the planeness of bolt and the overall verticality of bolt; Prepare some reinforcing bars (the monolateral length that length is bolt), with electric welding machine, steel bar welding is received in the bolt group of adjusting, be used for fixing bolt group; The adjustment of the front and back size of support 1 can be by regulating the first nut 6 on the first mantle fiber screw rod 3 and the position of pad 7 to realize, and the adjustment of the vertical size of support 1 can be by regulating the first nut 6 on the second mantle fiber screw rod 4 and the position of pad 7 to realize; Welding fabrication bolt group is directly installed in basis, efficiently solve low, the slow-footed construction difficult problem of pre-embedded bolt precision, and solved the problem of difficult quality control, accelerating construction progress greatly, save lot of materials, after tested, every engineering can shift to an earlier date about 7 days, saved various direct costs more than 50,000 yuan, indirect benefit is that create beneficial result is gone into operation early 200,000 yuan of left and right by Construction unit, remarkable in economical benefits, simultaneously construction quality arrived assurance, be that one in building implements innovated greatly.
Claims (4)
1. a 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 forms of transverse horizontal, front and back two rows' supports are connected through the first mantle fiber screw rod (3) of 4 levels of one end, the support of two rows is connected through 4 of one end the second vertical mantle fiber screw rods (4), on every support (1), be evenly equipped with respectively 3 groups of clips (2), on clip (2), there is baffle plate (8), described clip (2) is inverted in the upper formation of support (1) by No. 10 long channel-section steels of 2 30mm side by side, each clip is contained on support through flat head screw (5) and the second nut (9).
2. packaging bolt group mould according to claim 1, it is characterized in that, the diameter of the first described mantle fiber screw rod (3) is 12mm, and two ends first nuts (6) of the first mantle fiber screw rod are connected with two of the front and back support in same level respectively with pad (7).
3. packaging bolt group mould according to claim 1, it is characterized in that, the diameter of the second described mantle fiber screw rod (4) is 20mm, and two ends first nuts (6) of the second mantle fiber screw rod are connected with two supports up and down on same perpendicular respectively with pad (7).
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 form.
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 CN102704697A (en) | 2012-10-03 |
| CN102704697B true 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) |
Families Citing this family (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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102704697A (en) | 2012-10-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203160267U (en) | Split adjustable positioning device of embedded bolts of tower crane foundation | |
| CN110158394B (en) | Joint-cutting-free construction structure of concrete super-flat terrace | |
| CN102704697B (en) | Assembled bolt group mold | |
| CN203834361U (en) | Integral prefabricated molding bed of cross-sea bridge wide pier body steel reinforcement cage | |
| CN103924526B (en) | A kind of bridge spanning the sea roomy pier shaft integral prefabricated moulding bed of steel reinforcement cage | |
| CN202645028U (en) | Assembly type bolt group die | |
| CN109457872A (en) | A kind of prefabricated assembled constructing device of cast in place frame column steel reinforcement cage and construction method | |
| CN203188130U (en) | Prestress counter-tension pre-pressing bracket type scaffold supporting device | |
| CN104908159A (en) | Operation equipment for industrial large-scale solid square pile production line | |
| CN209384526U (en) | A kind of prefabricated assembled constructing device of cast in place frame column steel reinforcement cage | |
| CN203514323U (en) | Connection component | |
| CN203531381U (en) | Temporary hanging and supporting device used for steel bar truss formworks | |
| CN206495329U (en) | Adjustable accurately foot bolt reinforces mould and hardened system | |
| CN210421190U (en) | Batter pile model test device | |
| CN211897899U (en) | Main pier tie beam suspension type formwork support system | |
| CN203855982U (en) | Gas engine foundation embedded bolt suspending and reinforcing device | |
| CN210880147U (en) | Prefabricated template of concrete arch-shaped T beam | |
| CN203569693U (en) | Pre-buried iron part with steel ties arranged on concrete structure | |
| CN202042851U (en) | Mobile power distribution box frame | |
| CN201288329Y (en) | Precision built-in steel mold of ultralong cluster anchor bolt | |
| CN208604976U (en) | A kind of mould plate supporting device of hanging concrete straining beam | |
| CN209923774U (en) | Precise alignment finish rolling threaded die for steel box girder installation consolidation pier construction | |
| CN209755640U (en) | Precast beam pinion rack and flange plate reinforcing bar positioner | |
| CN215889394U (en) | Device for controlling elevation of cast large-area floor slab | |
| CN203514312U (en) | Prestress combined workpiece of supporting system in foundation pit support |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent for 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 |
|
| 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 |
|
| EXPY | Termination of patent right or utility model |