CN201704801U - Steel pipe truss and H-shaped steel column connecting member - Google Patents

Steel pipe truss and H-shaped steel column connecting member Download PDF

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Publication number
CN201704801U
CN201704801U CN2010202424706U CN201020242470U CN201704801U CN 201704801 U CN201704801 U CN 201704801U CN 2010202424706 U CN2010202424706 U CN 2010202424706U CN 201020242470 U CN201020242470 U CN 201020242470U CN 201704801 U CN201704801 U CN 201704801U
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CN
China
Prior art keywords
steel
pipe truss
steel pipe
steel column
location
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 - Lifetime
Application number
CN2010202424706U
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Chinese (zh)
Inventor
林攀举
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FOSHAN CITY ZHONGCHEN STEEL STRUCTURE Co Ltd
Original Assignee
FOSHAN CITY ZHONGCHEN STEEL STRUCTURE Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by FOSHAN CITY ZHONGCHEN STEEL STRUCTURE Co Ltd filed Critical FOSHAN CITY ZHONGCHEN STEEL STRUCTURE Co Ltd
Priority to CN2010202424706U priority Critical patent/CN201704801U/en
Application granted granted Critical
Publication of CN201704801U publication Critical patent/CN201704801U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a steel pipe truss and H-shaped steel column connecting member including a steel pipe truss, an H-shaped steel column and a plurality of locating plates; the locating plates are welded on the H-shaped steel column, the steel pipe truss and the H-shaped steel column are located in a butt joint at the positions of the locating plates. The connecting member can solve the problem of inaccurate locating while the steel girder is lifting and improves the lifting efficiency of steel roof trusses.

Description

Steel pipe truss and H steel column connecting elements
Technical field
The utility model relates to field of mechanical technique, relates in particular to a kind of steel pipe truss and H steel column connecting elements.
Background technology
The roof truss of steel work is separate between each member when production and processing, causes steel roof truss when lifting and location, has the big problem of difficulty of construction.For example, in the lifting construction process of steel roof truss, all be member independently by the lifting of steel pipe truss and H steel column, there is not positioner between the two, when steel pipe truss and H steel column are lifted welding, the inaccurate problem in location appears easily, influence the lifting efficient of steel roof truss.
The utility model content
The utility model embodiment proposes a kind of steel pipe truss and H steel column connecting elements, solves the inaccurate problem of girder steel lifting and location, improves the lifting efficient of steel roof truss.
The utility model embodiment provides a kind of steel pipe truss and H steel column connecting elements, comprises steel pipe truss, H steel column and a plurality of location-plate;
Described location-plate is welded on the described H steel column, and described steel pipe truss docks in the location, position of described location-plate with described H steel column.
Wherein, also be provided with bolt hole on the described location-plate, described steel pipe truss docks in the location, position of described location-plate by screw is installed with described H steel column.
Further, described steel pipe truss also welds mutually with described H steel column.
Implement the utility model embodiment, have following beneficial effect:
Steel pipe truss that the utility model provides and H steel column connecting elements weld a plurality of location-plates at the H steel column, and when steel roof truss lifted, steel pipe truss docked welding again with the H steel column by screw is installed in the location, position of described location-plate.Solved the inaccurate problem of girder steel lifting and location on the one hand, convenient construction; Improved the lifting efficient of steel roof truss on the other hand, saved lifting cost and use.
Description of drawings
Fig. 1 is the steel pipe truss that provides of the utility model and the structural representation of H steel column connecting elements;
Fig. 2 is the structural representation of the location-plate that provides of the utility model.
The specific embodiment
Below in conjunction with the accompanying drawing among the utility model embodiment, the technical scheme among the utility model embodiment is clearly and completely described.
Steel pipe truss that the utility model embodiment provides and H steel column connecting elements comprise steel pipe truss, H steel column and a plurality of location-plate; Described location-plate is welded on the described H steel column, and described steel pipe truss docks in the location, position of described location-plate with described H steel column.
Referring to Fig. 1, be the steel pipe truss that provides of the utility model and the structural representation of H steel column connecting elements.
This steel pipe truss and H steel column connecting elements comprise: steel pipe truss 1, H steel column 2 and location-plate 3.Wherein: location-plate 3 is welded on the H steel column 1, and steel pipe truss 2 docks in the location, position of described location-plate 3 with H steel column 1.
As shown in Figure 2, described location-plate 3 also is provided with bolt hole 31.During concrete enforcement, steel pipe truss 2 docks in the location, position of described location-plate 3 by screw is installed with H steel column 1.
Further, steel pipe truss 2 and H steel column 1 are after the lifting of the position of location-plate 3 dock, and steel pipe truss 2 also welds mutually with H steel column 1, with the stability of assurance steel roof truss.
In the middle of concrete enforcement, can when the steel roof truss production and processing, bolt hole be positioned according to the practical structures of steel roof truss, steel pipe truss is accurately located when lifting with the H steel column dock.
Steel pipe truss that the utility model provides and H steel column connecting elements weld a plurality of location-plates at the H steel column, and when steel roof truss lifted, steel pipe truss docked welding again with the H steel column by screw is installed in the location, position of described location-plate.Solved the inaccurate problem of girder steel lifting and location on the one hand, convenient construction; Improved the lifting efficient of steel roof truss on the other hand, saved lifting cost and use.
The above is a preferred implementation of the present utility model; should be pointed out that for those skilled in the art, under the prerequisite that does not break away from the utility model principle; can also make some improvements and modifications, these improvements and modifications also are considered as protection domain of the present utility model.

Claims (4)

1. steel pipe truss and H steel column connecting elements is characterized in that, comprise steel pipe truss, H steel column and a plurality of location-plate;
Described location-plate is welded on the described H steel column, and described steel pipe truss docks in the location, position of described location-plate with described H steel column.
2. steel pipe truss as claimed in claim 1 and H steel column connecting elements is characterized in that described location-plate is provided with bolt hole.
3. steel pipe truss as claimed in claim 2 and H steel column connecting elements is characterized in that, described steel pipe truss docks in the location, position of described location-plate by screw is installed with described H steel column.
4. steel pipe truss as claimed in claim 3 and H steel column connecting elements is characterized in that, described steel pipe truss also welds mutually with described H steel column.
CN2010202424706U 2010-06-29 2010-06-29 Steel pipe truss and H-shaped steel column connecting member Expired - Lifetime CN201704801U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202424706U CN201704801U (en) 2010-06-29 2010-06-29 Steel pipe truss and H-shaped steel column connecting member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202424706U CN201704801U (en) 2010-06-29 2010-06-29 Steel pipe truss and H-shaped steel column connecting member

Publications (1)

Publication Number Publication Date
CN201704801U true CN201704801U (en) 2011-01-12

Family

ID=43441954

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010202424706U Expired - Lifetime CN201704801U (en) 2010-06-29 2010-06-29 Steel pipe truss and H-shaped steel column connecting member

Country Status (1)

Country Link
CN (1) CN201704801U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102444202A (en) * 2011-09-21 2012-05-09 中国京冶工程技术有限公司 H-type steel structure system capable of reducing basement action
CN103233584A (en) * 2013-05-07 2013-08-07 中国化学工程第三建设有限公司 Method and special forming die for one-step forming of steel roof truss
CN104047434A (en) * 2014-06-24 2014-09-17 深圳市金鑫钢结构建筑安装工程有限公司 Universal scale and pipe truss and corbel assembly construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102444202A (en) * 2011-09-21 2012-05-09 中国京冶工程技术有限公司 H-type steel structure system capable of reducing basement action
CN103233584A (en) * 2013-05-07 2013-08-07 中国化学工程第三建设有限公司 Method and special forming die for one-step forming of steel roof truss
CN103233584B (en) * 2013-05-07 2015-04-01 中国化学工程第三建设有限公司 Method and special forming die for one-step forming of steel roof truss
CN104047434A (en) * 2014-06-24 2014-09-17 深圳市金鑫钢结构建筑安装工程有限公司 Universal scale and pipe truss and corbel assembly construction method

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GR01 Patent grant
CX01 Expiry of patent term

Granted publication date: 20110112

CX01 Expiry of patent term