CN202913710U - Quick-assembling mould for workshop steel structure roof truss - Google Patents
Quick-assembling mould for workshop steel structure roof truss Download PDFInfo
- Publication number
- CN202913710U CN202913710U CN 201220615560 CN201220615560U CN202913710U CN 202913710 U CN202913710 U CN 202913710U CN 201220615560 CN201220615560 CN 201220615560 CN 201220615560 U CN201220615560 U CN 201220615560U CN 202913710 U CN202913710 U CN 202913710U
- Authority
- CN
- China
- Prior art keywords
- plate
- location
- locating
- board
- roof truss
- 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
Links
Abstract
The utility model discloses a quick-assembling mould for a workshop steel structure roof truss, and belongs to assembling moulds for a steel structure. The quick-assembling mould for the workshop steel structure roof truss is characterized by being mainly composed of a left locating board, a right locating board, double-conehead locating pins and a top locating board, wherein both the left locating board and the right locating board are rectangular steel boards, locating holes are respectively formed in the left locating board and the right locating board, and the positions and the diameters of the locating holes are the same with the positions and the diameters of installing holes in a left connecting boards and a right connecting board on a bottom beam of the truss. The top locating board is a rectangular steel board. The external diameter of the middle sections of the double-conehead locating pins is consistent with the diameter of the installing holes. The left locating board and the right locating board are vertically and symmetrically arranged in a front-back direction mode, and the distance between the left locating board and the right locating board is consistent with the distance between the outer side faces of the left connecting board and the right connecting board on the bottom beam of the truss. The top locating board is vertically arranged outside the top end of the truss in a left-right direction mode. The double-conehead locating pins are respectively inserted into the locating holes in the left locating board and the right locating board. The quick-assembling mould for the workshop steel structure roof truss is high in assembling efficiency and good in quality.
Description
Technical field
The utility model belongs to the steel work group to mold, especially relates to a kind of group of workshop steel structure roof truss to mold.
Background technology
The light section steel structure roof truss is widely used in industrial premises at present, the making of this steel roof truss, group will be on will directly affecting the integral construction progress of engineering, usually group only depends on junction plate to come the control structure size to steel roof truss, but dimensional errors is often very large, it is unfavorable that installation is brought, the construction speed that impact is installed, installation quality also are difficult to guarantee.
Summary of the invention
The purpose of this utility model is to propose a kind of workshop steel structure roof truss to organize mold fast, and is not only simple and reasonable, esy to use, safe and reliable, improves the group of workshop steel structure roof truss to efficient and quality.
The purpose of this utility model is achieved like this: a kind of workshop steel structure roof truss is organized fast to mold, it is characterized in that: this workshop steel structure roof truss is organized mold fast mainly by left location-plate, right location-plate, bipyramid head alignment pin and top location-plate form, this left location-plate and right location-plate are rectangular steel plates, and the dimensions (long * wide * thick) of the left and right connecting plates on the dimensions of this left location-plate and right location-plate (long * wide * thick) and the roof truss bottom girder is corresponding to the same, simultaneously, on left location-plate and right location-plate, all offer locating hole, and position and the diameter of installing hole are corresponding identical on the left and right connecting plates on the position of this locating hole and diameter and the roof truss bottom girder, this top location-plate is rectangular steel plates, the length of top location-plate * wide * thick 300 * 200 * 14-20mm that can be, the diameter of the installing hole on the external diameter in bipyramid head alignment pin (being that two ends, left and right sides Duan Jun is conical alignment pin) stage casing and the left and right connecting plates is consistent, this left location-plate and right location-plate all be before and after to facade be symmetrical arranged, and this left location-plate is consistent with left junction plate and the distance between the right junction plate lateral surface opened on distance and the roof truss bottom girder between the right location-plate, about this top location-plate is to facade be arranged between left location-plate and the right location-plate top at middle part, and the corresponding outside that is positioned at the roof truss top, difference plug-in mounting bipyramid head alignment pin in the locating hole on left location-plate and right location-plate.
During use, to bore first the left location-plate of locating hole and right location-plate according to the left junction plate on the right light section steel structure roof truss bottom girder of group with before and after distance between the right junction plate lateral surface is respectively to facade ground corresponding being welded on organizing the steel platform, about the top location-plate also is according to light section steel structure roof truss size to facade be welded the group to the steel platform on, left junction plate with the light section steel structure roof truss, right junction plate respectively with corresponding being close to of medial surface of left location-plate and right location-plate, with each bipyramid head alignment pin left junction plate and right junction plate are located with left location-plate and right location-plate respectively, utilize simultaneously again the top location-plate, group is to the girder (bottom girder) of light section steel structure roof truss, auxiliary girder (cant beam), easy to use, work efficiency is high.
The workshop steel structure roof truss that the utility model proposes fast group to mold, not only simple and reasonable, esy to use, safe and reliable, and the group that has improved the workshop steel structure roof truss is to efficient and quality.
The workshop steel structure roof truss that now in conjunction with the accompanying drawings and embodiments the utility model is proposed is organized fast mold is described further.
Description of drawings
Fig. 1 is the schematic top plan view of the workshop steel structure roof truss that proposes of the utility model when group is used mold fast.
Among Fig. 1: 1, left location-plate 2, right location-plate 3, bipyramid head alignment pin 4, top location-plate 5, steel platform 6, roof truss.
The specific embodiment
As can be seen from Figure 1: a kind of workshop steel structure roof truss is organized fast to mold (be called for short fast and organize mold), it is characterized in that: this workshop steel structure roof truss is organized mold fast mainly by left location-plate 1, right location-plate 2, bipyramid head alignment pin 3 and top location-plate 4 form, this left location-plate 1 and right location-plate 2 are rectangular steel plates, and the dimensions (long * wide * thick) of the left and right connecting plates on the dimensions of this left location-plate 1 and right location-plate 2 (long * wide * thick) and roof truss 6 bottom girders is corresponding to the same, simultaneously, on left location-plate 1 and right location-plate 2, all offer locating hole, and position and the diameter of installing hole are corresponding identical on the left and right connecting plates on the position of this locating hole and diameter and roof truss 6 bottom girders, this top location-plate 4 is rectangular steel plates, the length of this top location-plate 4 * wide * thick 300 * 200 * 14-20mm that can be, the diameter of the installing hole on the external diameter in bipyramid head alignment pin (being that two ends, left and right sides Duan Jun is conical alignment pin) 3 stage casings and the left and right connecting plates is consistent, this left location-plate 1 and right location-plate 2 all be before and after to facade be symmetrical arranged, and this left location-plate 1 is consistent with left junction plate and the distance between the right junction plate lateral surface opened on distance and roof truss 6 bottom girders between the right location-plate 2, about this top location-plate 4 is to facade be arranged between left location-plate 1 and the right location-plate 2 top at middle part, and the corresponding outside that is positioned at roof truss 6 tops, difference plug-in mounting bipyramid head alignment pin 3 in the locating hole on left location-plate 1 and right location-plate 2.
During use, to bore first the left location-plate 1 of locating hole and right location-plate 2 according to the left junction plate on right light section steel structure roof truss 6 bottom girders of group with before and after distance between the right junction plate lateral surface is respectively to facade ground corresponding being welded on organizing steel platform 5, about top location-plate 4 also is according to the size of light section steel structure roof truss 6 to facade be welded group to steel platform 5 on, left junction plate with light section steel structure roof truss 6, right junction plate respectively with corresponding being close to of medial surface of left location-plate 1 and right location-plate 2, with each bipyramid head alignment pin 3 left junction plate and right junction plate are located with left location-plate 1 and right location-plate 2 respectively, utilize simultaneously again top location-plate 4, group is to the girder (bottom girder) of light section steel structure roof truss 6, auxiliary girder (cant beam), easy to use, work efficiency is high.
Claims (2)
1. a workshop steel structure roof truss is organized fast to mold, it is characterized in that: this workshop steel structure roof truss is organized mold fast mainly by left location-plate (1), right location-plate (2), bipyramid head alignment pin (3) and top location-plate (4) form, this left location-plate (1) and right location-plate (2) are rectangular steel plates, and the dimensions of the left and right connecting plates on the dimensions of this left location-plate (1) and right location-plate 2 and roof truss (6) bottom girder is corresponding to the same, simultaneously, on left location-plate (1) and right location-plate (2), all offer locating hole, and position and the diameter of installing hole are corresponding identical on the left and right connecting plates on the position of this locating hole and diameter and roof truss (6) bottom girder, this top location-plate (4) is rectangular steel plates, the diameter of the installing hole on the stage casing external diameter of bipyramid head alignment pin (3) and the left and right connecting plates is consistent, this left location-plate (1) and right location-plate (2) all be before and after to facade be symmetrical arranged, and this left location-plate (1) is consistent with left junction plate and the distance between the right junction plate lateral surface opened on distance and roof truss (6) bottom girder between the right location-plate (2), about this top location-plate (4) is to facade be arranged between left location-plate (1) and the right location-plate (2) top at middle part, and correspondence is positioned at the outside on roof truss (6) top, difference plug-in mounting bipyramid head alignment pin (3) in the locating hole on left location-plate (1) and right location-plate (2).
Workshop steel structure roof truss according to claim 1 fast group mold be is characterized in that the length of this top location-plate (4) * wide * thick 300 * 200 * 14-20mm of being.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220615560 CN202913710U (en) | 2012-11-20 | 2012-11-20 | Quick-assembling mould for workshop steel structure roof truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220615560 CN202913710U (en) | 2012-11-20 | 2012-11-20 | Quick-assembling mould for workshop steel structure roof truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202913710U true CN202913710U (en) | 2013-05-01 |
Family
ID=48162032
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220615560 Expired - Lifetime CN202913710U (en) | 2012-11-20 | 2012-11-20 | Quick-assembling mould for workshop steel structure roof truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202913710U (en) |
-
2012
- 2012-11-20 CN CN 201220615560 patent/CN202913710U/en not_active Expired - Lifetime
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203247859U (en) | Alignment device for butt joint perpendicularity of large steel columns | |
| CN103195188A (en) | I-shaped double-plate assembling steel structure prestressed buckling preventing support | |
| CN203559354U (en) | Stay cable anchoring structure applied to prestressed concrete partially cable-stayed bridge | |
| CN103437547B (en) | A kind of aluminum alloy pattern plate | |
| CN202969589U (en) | H-type steel beam and rectangular steel tube column variable-beam depth assembly type node | |
| CN202913710U (en) | Quick-assembling mould for workshop steel structure roof truss | |
| CN202400757U (en) | Tower crane standard section | |
| CN104986946B (en) | A kind of base plate assembly glass sintering composite die | |
| CN203007848U (en) | T beam middle transverse diaphragm casting tooling | |
| CN202187294U (en) | Jacking guide pillar device for internal mold of box girder steel formwork | |
| CN201913611U (en) | Lifting beam chord assembling tool | |
| CN202726365U (en) | Connecting lug installing and welding device for rack section of derrick | |
| CN209618676U (en) | A kind of steel structure workshop is built with steel hoisting mechanism | |
| CN102268921A (en) | Beam template for construction | |
| CN203256620U (en) | Connection structure for girder segments of bridge girder erection machine | |
| CN203271769U (en) | Concrete pipe piece steel mould with box structure | |
| CN202540273U (en) | Support for inclined stay bar | |
| CN202139847U (en) | Template strengthening device at high stride and low stride | |
| CN202144631U (en) | Corbel connecting piece for steel structure | |
| CN201525697U (en) | Crane bridge | |
| CN220364874U (en) | Bridge wet joint structure based on ECC material | |
| CN205206049U (en) | Steel construction cantilever beam connecting piece | |
| CN204022292U (en) | The connection structure of bridging crane main beam and end carriage | |
| CN203514785U (en) | Fixed type internal corner for combined aluminum formwork | |
| CN204475233U (en) | A kind of joint space-efficient road guard |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130501 |
|
| CX01 | Expiry of patent term |