CN202053039U - Welding clamp for truss girder - Google Patents
Welding clamp for truss girder Download PDFInfo
- Publication number
- CN202053039U CN202053039U CN2010206889613U CN201020688961U CN202053039U CN 202053039 U CN202053039 U CN 202053039U CN 2010206889613 U CN2010206889613 U CN 2010206889613U CN 201020688961 U CN201020688961 U CN 201020688961U CN 202053039 U CN202053039 U CN 202053039U
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- clamping plate
- truss
- girder
- arc surface
- welded
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Abstract
A welding clamp for a truss girder comprises a bottom plate. A plurality of clamp plate vertical supports with equal height are welded on the bottom plate along a transverse central axis equidistantly and perpendicularly, a high-position clamp plate is welded at the top end of each clamp plate vertical support, low-level position clamp plates are distributed symmetrically and linearly are welded on two sides of the transverse central axis of the bottom plate, a concave metal processing arc surface is respectively arranged in the center of each high-position clamp plate and in the center of each low-position clamp plate, the spacing between each two symmetrical low-position clamp plate arc surface axes is identical with that between each two adjacent girder steel pipes designed at the bottom of the truss girder, and the spacing between each low-position clamp plate arc surface axis and the corresponding high-position clamp plate arc surface axis is identical with the height of the truss girder. The welding clamp has the advantages that the welding clamp is used for positioning and assembling the truss girder by skillfully applying profile steel parts and metal workpieces, accuracy of positioning and assembly of the steel pipe truss girder is enhanced, labor intensity is reduced, and truss assembly quality and labor production efficiency are improved.
Description
Technical field
The utility model relates to gas station's steel structure truss and manufactures the field, relates in particular to a kind of planar rectangular steel pipe truss Main Girder Welding anchor clamps.
Background technology
In steel pipe truss welding production field, girder location, assembly quality directly have influence on the truss fabrication quality, and especially the position of the person in charge of girder and the person in charge, the person in charge and down tube and size Control aspect have determined the key point that steel pipe truss is made success or failure.If manual line, lifting, tack welding are adopted in the steel pipe truss assembling, not only efficiency of assembling is low, difficult quality guarantee, and also labor strength is big, and the danger of operation increases.
Summary of the invention
The utility model will overcome existing steel pipe truss welding above shortcomings, and a kind of steel pipe truss location, the special-purpose truss Main Girder Welding anchor clamps of assembling are provided.
The technical solution of the utility model is:
A kind of truss Main Girder Welding anchor clamps, it is characterized in that: comprise base plate, described base plate is connected to the upright support of some contour clamping plate along its horizontal axis equal intervals vertical welding, the top of the upright support of described clamping plate is welded with high-order clamping plate, described base plate also is welded with the low level clamping plate of symmetrical distribution in one line in the both sides of its horizontal axis, the center of described high-order clamping plate and described low level clamping plate is equipped with the metalworking arc surface of spill; Spacing between the girder steel pipe of spacing between the low level clamping plate arc surface axis of symmetry bottom the truss girder of design equates that the spacing between described low level clamping plate and the high-order clamping plate arc surface axis equates with the height of the truss girder of design.
Further, the outer periphery of the upright support of described clamping plate is useful on the clamping plate diagonal brace of strengthening described high-order clamping plate rigidity, and an end of described clamping plate diagonal brace is welded in the upright support of described clamping plate, and the other end is welded on the described base plate.
Further, described high-order clamping plate and described low level clamping plate are metalworking parts.
Further, described clamping plate diagonal brace is a channel member.
Preferably, described high-order clamping plate and described low level clamping plate and described base plate are the 20mm steel plate.
During use, the truss girder is made up jointly by girder steel pipe and steel pipe diagonal brace, and the steel pipe diagonal brace is connected each girder steel pipe.The metalworking arc surface of high-order clamping plate and low level clamping plate is shelved the girder steel pipe of different-diameter specification respectively, and the clamping plate diagonal brace is used for strengthening the rigidity of the high-order clamping plate in centre of weld jig.Dimensional requirement according to the truss girder, on the base plate axis, become a file to place with a determining deviation several weld jigs, between the low level clamping plate between the axis horizontal spacing of arc surface and high-order clamping plate and the low level clamping plate axis spacing of arc surface just satisfy the required distance each other of each girder steel pipe of truss girder.The fit-up gap is adjusted in the assembling of truss girder, location, all finishes on truss Main Girder Welding anchor clamps.When a plurality of truss Main Girder Welding anchor clamps join together, just can produce the truss girder in batches.
The beneficial effects of the utility model: use shaped steel spare and metalworking part to position, be assembled into truss Main Girder Welding anchor clamps dexterously, the accuracy of improved steel pipe truss girder location, assembling is applicable to the welding of the steel pipe truss girder of planar rectangular steel pipe truss welding processing.Simple in structure, easy to use, reduced labor strength, promoted truss assembly quality and labor productivity.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the left view of Fig. 1.
Fig. 3 is the structural representation of truss girder.
Fig. 4 is the left view of Fig. 3.
Structural representation when Fig. 5 is the use of the utility model weld jig cooperation truss girder.
Fig. 6 is the left view of Fig. 5.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing:
With reference to Fig. 1-Fig. 2, a kind of truss Main Girder Welding anchor clamps described in the utility model, it is characterized in that: comprise base plate 1, described base plate 1 is connected to the upright support 4 of some contour clamping plate along its horizontal axis equal intervals vertical welding, the top of the upright support 4 of described clamping plate is welded with high-order clamping plate 5, described base plate 1 also is welded with the low level clamping plate 2 of symmetrical distribution in one line in the both sides of its horizontal axis, the center of described high-order clamping plate 5 and described low level clamping plate 2 is equipped with the metalworking arc surface 51 and the arc surface 21 of spill; Spacing between the girder steel pipe 6 of spacing between the low level clamping plate arc surface axis of symmetry bottom the truss girder of design equates that the spacing between described low level clamping plate 2 and the high-order clamping plate 5 arc surface axis equates with the height of the truss girder of design.
The outer periphery of the upright support 4 of described clamping plate is useful on the clamping plate diagonal brace 3 of strengthening described high-order clamping plate 5 rigidity, and an end of described clamping plate diagonal brace 3 is welded in the upright support 4 of described clamping plate, and the other end is welded on the described base plate 1.
Described high-order clamping plate 5 and described low level clamping plate 2 are metalworking parts.
Described clamping plate diagonal brace 3 is channel members.
Preferably, described high-order clamping plate 5 and described low level clamping plate 2 and described base plate 1 are the 20mm steel plate.
Truss Main Girder Welding jig Design with certain group company gas station is the example explanation below, with reference to Fig. 3-Fig. 4, and the long 41m of this truss girder, wide 31m is planar rectangular, adds up to area 1271m
2This weld jig in use, with reference to Fig. 5-Fig. 6, the truss girder is made up jointly by girder steel pipe 6 and steel pipe diagonal brace 7, steel pipe diagonal brace 7 is connected each girder steel pipe 6.High-order clamping plate 5 and the metalworking arc surface 51 of low level clamping plate 2 and the girder steel pipe 6 that arc surface 21 is shelved the different-diameter specification respectively, clamping plate diagonal brace 3 are used for strengthening the rigidity of the high-order clamping plate 5 in centre of weld jig.Dimensional requirement according to the truss girder, on base plate 1 axis, become a file to place with the 4.3m spacing several weld jigs, the axis horizontal spacing of arc surface 21 keeps 1m between the low level clamping plate 2, the axis spacing of arc surface 51 and arc surface 21 is kept 1.5m between high-order clamping plate 5 and the low level clamping plate 2, just satisfies the required distance each other of each girder steel pipe 6 of truss girder.The fit-up gap is adjusted in the assembling of truss girder, location, all finishes on truss Main Girder Welding anchor clamps.When a plurality of truss Main Girder Welding anchor clamps join together, just can produce the truss girder in batches.
The described content of this specification embodiment only is enumerating the way of realization of utility model design; protection domain of the present utility model should not be regarded as only limiting to the concrete form that embodiment states, protection domain of the present utility model also reach in those skilled in the art according to the utility model design the equivalent technologies means that can expect.
Claims (4)
1. truss Main Girder Welding anchor clamps, it is characterized in that: comprise base plate, described base plate is connected to the upright support of some contour clamping plate along its horizontal axis equal intervals vertical welding, the top of the upright support of described clamping plate is welded with high-order clamping plate, described base plate also is welded with the low level clamping plate of symmetrical distribution in one line in the both sides of its horizontal axis, the center of described high-order clamping plate and described low level clamping plate is equipped with the metalworking arc surface of spill; Spacing between the girder steel pipe of spacing between the low level clamping plate arc surface axis of symmetry bottom the truss girder of design equates that the spacing between described low level clamping plate and the high-order clamping plate arc surface axis equates with the height of the truss girder of design.
2. a kind of truss Main Girder Welding anchor clamps according to claim 1, it is characterized in that: the outer periphery of the upright support of described clamping plate is useful on the clamping plate diagonal brace of strengthening described high-order clamping plate rigidity, one end of described clamping plate diagonal brace is welded in the upright support of described clamping plate, and the other end is welded on the described base plate.
3. a kind of truss Main Girder Welding anchor clamps according to claim 1 is characterized in that: described high-order clamping plate and described low level clamping plate are metalworking parts.
4. a kind of truss Main Girder Welding anchor clamps according to claim 2, it is characterized in that: described clamping plate diagonal brace is a channel member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206889613U CN202053039U (en) | 2010-12-30 | 2010-12-30 | Welding clamp for truss girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206889613U CN202053039U (en) | 2010-12-30 | 2010-12-30 | Welding clamp for truss girder |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202053039U true CN202053039U (en) | 2011-11-30 |
Family
ID=45013026
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206889613U Expired - Fee Related CN202053039U (en) | 2010-12-30 | 2010-12-30 | Welding clamp for truss girder |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202053039U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102049647A (en) * | 2010-12-30 | 2011-05-11 | 浙江工业职业技术学院 | Welding fixture for girder of truss |
| CN103358037A (en) * | 2013-07-23 | 2013-10-23 | 洛阳宝环数控精密设备制造有限公司 | Method for welding T-shaped movable beam for deformed glass machining system |
-
2010
- 2010-12-30 CN CN2010206889613U patent/CN202053039U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102049647A (en) * | 2010-12-30 | 2011-05-11 | 浙江工业职业技术学院 | Welding fixture for girder of truss |
| CN103358037A (en) * | 2013-07-23 | 2013-10-23 | 洛阳宝环数控精密设备制造有限公司 | Method for welding T-shaped movable beam for deformed glass machining system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111130 Termination date: 20131230 |