CN203640309U - Adjustable pipe carrier used on large-span steel structure roof primary truss general assembly jig frame - Google Patents
Adjustable pipe carrier used on large-span steel structure roof primary truss general assembly jig frame Download PDFInfo
- Publication number
- CN203640309U CN203640309U CN201320590035.6U CN201320590035U CN203640309U CN 203640309 U CN203640309 U CN 203640309U CN 201320590035 U CN201320590035 U CN 201320590035U CN 203640309 U CN203640309 U CN 203640309U
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- span steel
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Abstract
The utility model discloses an adjustable pipe carrier used on a large-span steel structure roof primary truss general assembly jig frame. The adjustable pipe carrier comprises a supporting plate, a left vertical plate, a right vertical plate, a base plate, adjustment bolts and bolt flat top plates, and is characterized in that the upper ends of the left vertical plate and the right vertical plate are firmly welded with the supporting plate through electric welding, and the lower ends of the left vertical plate and the right vertical plate are firmly welded with the base plate through the electric welding; two bolt holes are formed in the outer side of each of the left vertical plate and the right vertical plate on the base plate; the adjustment bolts are arranged in the bolt holes; a nut is screwed on each of two sides of the base plate with the adjustment bolts; the lower ends of the adjustment bolts are firmly welded with the bolt flat top plates; the bolt flat top plates are welded on a supporting frame. The adjustable pipe carrier disclosed by the utility model has the advantages of simple structure and convenience in operation; the large-span steel structure roof primary truss general assembly jig frame can be more accurately positioned, and an error can be eliminated timely.
Description
Technical field
The utility model relates to technical field of building construction, relates in particular to the adjustable conduit saddle of using on the total assembled moulding bed of a kind of large span steel structure roof main couple.
Background technology
Along with social progress, steel work is widely used under construction, large span steel structure roof system because of its moulding plasticity strong, outward appearance grace, more be widely used in large span public building, the common single-piece of its large span steel structure roof main couple is at produce in factory, to the job site section of being assembled into, always dress up by section the truss that meets lifting requirements again, use the total assembled moulding bed of large span steel structure roof main couple, can make the total assembled location of large span steel structure roof main couple correct, fast, but there is error during because of fabrication and installation in the total assembled moulding bed of truss unavoidably, this error will have a strong impact on work effect and the scale error that truss group is right as eliminated not in time.
Summary of the invention
Be exactly the defect that the purpose of this utility model exists for prior art, total the adjustable conduit saddle of using on the assembled moulding bed of a kind of large span steel structure roof main couple is provided, makes the total assembled moulding bed of large span steel structure roof main couple location more accurate, eliminates in time error.
The purpose of this utility model is achieved in that the adjustable conduit saddle of using on the total assembled moulding bed of a kind of large span steel structure roof main couple, comprise supporting plate, left riser, right riser, base plate, adjusting bolt and bolt ceiling, it is characterized in that: the upper end of left riser and right riser and supporting plate electric welding firm welding, lower end and base plate electric welding firm welding, two bolts hole are respectively opened in left riser on base plate and right riser outside, adjusting bolt is installed in bolt hole, at the each stubborn nut in the base plate both sides of adjusting bolt, adjusting bolt lower end and bolt ceiling firm welding, bolt ceiling is welded on bracing frame.
Described supporting plate is the arc matching with circle chord member.
While installing and using, first by adjusting bolt and bolt ceiling firm welding, again bolt ceiling is welded on the bracing frame behind location, by regulating the nut of four adjusting bolts in bolt hole the supporting plate of conduit saddle to be carried out to the adjusting of height, level, finally places the round chord member of truss.
Compared with prior art, the utility model has the advantages that: simple in structure, easy to operate, make the total assembled moulding bed of large span steel structure roof main couple location more accurate, eliminate in time error.
Brief description of the drawings
Fig. 1: front view when adjustable conduit saddle uses.
Fig. 2: lateral view when adjustable conduit saddle uses.
In figure: 1, supporting plate 2, left riser 3, right riser 4, base plate 5, adjusting bolt 6, bolt ceiling 7, bracing frame 8, circle chord member.
Detailed description of the invention
For further describing the utility model, below in conjunction with embodiment and accompanying drawing, the utility model is further described.
As shown in the figure, the adjustable conduit saddle of using on the total assembled moulding bed of a kind of large span steel structure roof main couple, comprise supporting plate 1, left riser 2, right riser 3, base plate 4, adjusting bolt 5 and bolt ceiling 6, it is characterized in that: the upper end of left riser 2 and right riser 3 and supporting plate 1 electric welding firm welding, lower end and base plate 4 electric welding firm welding, two bolts hole are respectively opened in left riser 2 on base plate 4 and right riser 3 outsides, adjusting bolt 5 is installed in bolt hole, at the each stubborn nut in base plate 4 both sides of adjusting bolt 5, adjusting bolt 5 lower ends and bolt ceiling 6 firm welding, bolt ceiling 6 is welded on bracing frame 7.
Described supporting plate 1 is the arc matching with circle chord member 8.
While installing and using, first by adjusting bolt 5 and bolt ceiling 6 firm welding, again bolt ceiling 6 is welded on the bracing frame 7 behind location, by regulating the nut of four adjusting bolts 5 in bolt hole the supporting plate 1 of conduit saddle to be carried out to the adjusting of height, level, finally places the round chord member 8 of truss.
Claims (2)
1. the adjustable conduit saddle of using on the total assembled moulding bed of large span steel structure roof main couple, comprise supporting plate (1), left riser (2), right riser (3), base plate (4), adjusting bolt (5) and bolt ceiling (6), it is characterized in that: upper end and the supporting plate (1) of left riser (2) and right riser (3) are used electric welding firm welding, lower end and base plate (4) are used electric welding firm welding, two bolts hole are respectively opened in left riser (2) on base plate (4) and right riser (3) outside, adjusting bolt (5) is installed in bolt hole, at the each stubborn nut in base plate (4) both sides of adjusting bolt (5), adjusting bolt (5) lower end and bolt ceiling (6) firm welding, bolt ceiling (6) is welded on bracing frame (7).
2. the adjustable conduit saddle of using on the total assembled moulding bed of a kind of large span steel structure roof main couple claimed in claim 1, is characterized in that: described supporting plate (1) is the arc matching with circle chord member (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320590035.6U CN203640309U (en) | 2013-09-24 | 2013-09-24 | Adjustable pipe carrier used on large-span steel structure roof primary truss general assembly jig frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320590035.6U CN203640309U (en) | 2013-09-24 | 2013-09-24 | Adjustable pipe carrier used on large-span steel structure roof primary truss general assembly jig frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203640309U true CN203640309U (en) | 2014-06-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320590035.6U Expired - Lifetime CN203640309U (en) | 2013-09-24 | 2013-09-24 | Adjustable pipe carrier used on large-span steel structure roof primary truss general assembly jig frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203640309U (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104533098A (en) * | 2014-12-18 | 2015-04-22 | 国家电网公司 | Steel tube beam assembling construction method |
| CN104526601A (en) * | 2014-11-29 | 2015-04-22 | 沈阳中辰钢结构工程有限公司 | Assembling jig for sheet slab steel structural bridge |
| CN104612409A (en) * | 2014-12-25 | 2015-05-13 | 安徽伟宏钢结构集团股份有限公司 | Pipe truss structure single pipe supporting sorted unloading tool and using method thereof |
| CN105735656A (en) * | 2016-04-05 | 2016-07-06 | 甘肃建投钢结构有限公司 | Overhead butting and fixing bracket for large-cantilever space pipe truss structure |
| CN106812212A (en) * | 2017-02-16 | 2017-06-09 | 中国建筑第八工程局有限公司 | Unit truss quick-assembling support and unit truss assembling method |
| CN107327146A (en) * | 2017-07-13 | 2017-11-07 | 上海二十冶建设有限公司 | Assembled simple jig frame and its application method for steel structure assembling |
| CN107476585A (en) * | 2017-07-13 | 2017-12-15 | 上海二十冶建设有限公司 | Adjustable assembled moulding bed and its application method for steel structure assembling |
| CN108442520A (en) * | 2018-05-30 | 2018-08-24 | 中建钢构有限公司 | Large-span truss support construction and system and roof system support system |
| CN109137734A (en) * | 2018-08-16 | 2019-01-04 | 中交二航局第四工程有限公司 | A kind of height can accurate adjustment relief arrangement |
| CN110682265A (en) * | 2019-10-10 | 2020-01-14 | 中船黄埔文冲船舶有限公司 | Multi-core pipe bracket |
| CN111482747A (en) * | 2019-07-05 | 2020-08-04 | 管卫峰 | Be applied to return bend fixed-position welding's tool |
| CN111593895A (en) * | 2020-05-29 | 2020-08-28 | 中冶天工集团有限公司 | Adjustable assembly jig frame for large-span variable-cross-section inverted triangular pipe truss |
-
2013
- 2013-09-24 CN CN201320590035.6U patent/CN203640309U/en not_active Expired - Lifetime
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104526601A (en) * | 2014-11-29 | 2015-04-22 | 沈阳中辰钢结构工程有限公司 | Assembling jig for sheet slab steel structural bridge |
| CN104533098A (en) * | 2014-12-18 | 2015-04-22 | 国家电网公司 | Steel tube beam assembling construction method |
| CN104612409A (en) * | 2014-12-25 | 2015-05-13 | 安徽伟宏钢结构集团股份有限公司 | Pipe truss structure single pipe supporting sorted unloading tool and using method thereof |
| CN105735656A (en) * | 2016-04-05 | 2016-07-06 | 甘肃建投钢结构有限公司 | Overhead butting and fixing bracket for large-cantilever space pipe truss structure |
| CN106812212A (en) * | 2017-02-16 | 2017-06-09 | 中国建筑第八工程局有限公司 | Unit truss quick-assembling support and unit truss assembling method |
| CN107476585A (en) * | 2017-07-13 | 2017-12-15 | 上海二十冶建设有限公司 | Adjustable assembled moulding bed and its application method for steel structure assembling |
| CN107327146A (en) * | 2017-07-13 | 2017-11-07 | 上海二十冶建设有限公司 | Assembled simple jig frame and its application method for steel structure assembling |
| CN108442520A (en) * | 2018-05-30 | 2018-08-24 | 中建钢构有限公司 | Large-span truss support construction and system and roof system support system |
| CN108442520B (en) * | 2018-05-30 | 2023-11-17 | 中建钢构股份有限公司 | Large-span truss support structure and system and roof support system |
| CN109137734A (en) * | 2018-08-16 | 2019-01-04 | 中交二航局第四工程有限公司 | A kind of height can accurate adjustment relief arrangement |
| CN111482747A (en) * | 2019-07-05 | 2020-08-04 | 管卫峰 | Be applied to return bend fixed-position welding's tool |
| CN110682265A (en) * | 2019-10-10 | 2020-01-14 | 中船黄埔文冲船舶有限公司 | Multi-core pipe bracket |
| CN111593895A (en) * | 2020-05-29 | 2020-08-28 | 中冶天工集团有限公司 | Adjustable assembly jig frame for large-span variable-cross-section inverted triangular pipe truss |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140611 |
|
| CX01 | Expiry of patent term |