CN220645356U - Truss overhead rack bulk auxiliary supporting device - Google Patents
Truss overhead rack bulk auxiliary supporting device Download PDFInfo
- Publication number
- CN220645356U CN220645356U CN202322160033.XU CN202322160033U CN220645356U CN 220645356 U CN220645356 U CN 220645356U CN 202322160033 U CN202322160033 U CN 202322160033U CN 220645356 U CN220645356 U CN 220645356U
- Authority
- CN
- China
- Prior art keywords
- support
- welds
- supporting
- truss
- welded
- 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.)
- Active
Links
- 238000003466 welding Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 11
- 239000000463 material Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 230000007306 turnover Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model provides an auxiliary support device in bulk of truss high altitude frame, includes two support posts (1), welds in support crossbeam (2) on support post top, welds in the horizontal stay pole (3) at middle part between two support posts, obliquely welds in first diagonal brace (4) between two support posts, obliquely welds in second diagonal brace (5) between support post and support crossbeam, welds in two interval setting's of support crossbeam top surface location dog (6). The utility model has simple and reliable structure, low cost, convenient operation and use, repeated use, and can improve the construction efficiency and reduce the construction cost.
Description
Technical Field
The utility model relates to the technical field of support installation auxiliary devices used for high-altitude bulk loading of trusses.
Background
At present, the truss overhead bulk support mainly adopts a mode of erecting a scaffold for supporting, so that a plurality of support materials are needed, the erection is time-consuming and labor-consuming, the turnover is difficult, and the construction cost is high. In addition, for high-rise operations where the environment is complex, conventional scaffold support systems are difficult to meet construction requirements.
Disclosure of Invention
The utility model aims to overcome the defects in the prior art and provide a simple truss overhead frame bulk auxiliary supporting device which is simple in structure, convenient to use and high in turnover utilization rate.
The aim of the utility model is realized by the following technical scheme:
the utility model provides a truss overhead frame auxiliary stay device in bulk, includes two support posts, welds in the supporting beam on supporting post top, welds in the horizontal stay pole at middle part between two support posts, the first diagonal bracing of slant welding between two support posts, the second diagonal bracing of slant welding between supporting post and supporting beam, welds in the location dog that two intervals that the supporting beam top surface was set up outside.
Further, two first diagonal braces are arranged, the outer ends of the first diagonal braces are welded to the middle parts of the outer support columns, and the inner ends of the first diagonal braces are welded to the end parts of the inner support columns.
Further, two second diagonal braces are arranged, the outer ends of the second diagonal braces are welded at the end parts of the supporting beams, and the inner ends of the second diagonal braces are welded at the middle parts of the supporting upright posts.
The utility model adopts a supporting system with stable structure composed of the supporting upright post, the supporting cross beam and the diagonal brace, and the supporting cross beam is provided with the positioning stop block, so that the supporting upright post can be welded on a platform under the truss to be installed when the truss is in high-altitude bulk construction, and the upper chord member of the truss is installed on the supporting cross beam, thereby realizing the support of the truss in high-altitude bulk.
The utility model has simple and reliable structure, low cost, convenient operation and use, repeated use, and can improve the construction efficiency and reduce the construction cost.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a side view of the present utility model;
fig. 3 is a schematic illustration of truss bulk construction by means of the present utility model.
Description of the embodiments
The truss overhead bulk auxiliary supporting device shown in fig. 1 and 2 comprises two supporting columns 1, a supporting beam 2 welded at the top ends of the supporting columns, a horizontal supporting rod 3 welded at the middle part between the two supporting columns, a first inclined supporting rod 4 obliquely welded between the two supporting columns, a second inclined supporting rod 5 obliquely welded between the supporting columns and the supporting beam, and two positioning stop blocks 6 welded at the outer sides of the top surfaces of the supporting beams at intervals. The first diagonal brace 4 is provided with two, and the outer end welding of first diagonal brace is in the support stand middle part in the outside, and the inner welds in inboard support stand tip, and inboard support stand and two first diagonal braces and horizontal brace constitute the chevron support frame, can firmly connect and support two support stands, prevents to produce the deformation during the construction. The second diagonal brace 5 is provided with two to propping, and the outer end welding of second diagonal brace is in the supporting beam tip, and inner welding is in the supporting column middle part, can be with guaranteeing that supporting column and supporting beam connect firmly, produces the deformation when preventing the construction. The support system with stable structure is formed by the support upright post, the support cross beam, the first inclined stay bar and the second inclined stay bar, so that the whole support device is light and stable, safe and reliable, easy to manufacture and low in cost, solves the problems that a scaffold needs more materials, is time-consuming and labor-consuming to set up, has high construction cost and the like, and can be conveniently applied to high-altitude operation.
In this embodiment, the support column 1 and the support beam 2 are made of rectangular pipe orifices 350 x 10 made of Q235B material, and the horizontal stay bar 3, the first diagonal stay bar 4, the second diagonal stay bar 5 and the positioning stop block 6 are made of i-steel made of Q235B material.
When the truss is in high-altitude bulk loading, as shown in fig. 3, at least two supporting columns 1 are adopted, the lower ends of the supporting columns 1 are welded on a platform 8 right below the truss position to be installed, and the height of the supporting columns 1 is predetermined according to the truss elevation. During installation, the truss upper chord 7 is placed on the supporting beam 2, the position of the truss upper chord is adjusted according to coordinates, the truss upper chord is blocked by using the two positioning stop blocks 6, and the truss upper chord is limited and fixed, so that truss installation is completed. The placement of the upper chord 7 of the truss is schematically illustrated in fig. 1.
The utility model has simple structure and convenient use, is suitable for temporary support in high-altitude bulk loading of the truss, and can be taken down for repeated use.
Claims (3)
1. The utility model provides a truss overhead frame auxiliary stay device in bulk, its characterized in that includes two support posts (1), welds in support crossbeam (2) on support post top, welds in horizontal vaulting pole (3) at middle part between two support posts, first diagonal bracing (4) of slant welding between two support posts, slant welding in second diagonal bracing (5) between support post and support crossbeam, welds in two interval setting's in support crossbeam top surface location dog (6).
2. The truss overhead bulk auxiliary supporting device according to claim 1, wherein two first diagonal braces (4) are provided, the outer ends of the first diagonal braces are welded to the middle parts of the outer supporting columns, and the inner ends of the first diagonal braces are welded to the end parts of the inner supporting columns.
3. The truss overhead bulk auxiliary supporting device according to claim 1 or 2, wherein two second diagonal braces (5) are arranged, the outer ends of the second diagonal braces are welded to the end parts of the supporting cross beams, and the inner ends of the second diagonal braces are welded to the middle parts of the supporting upright posts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322160033.XU CN220645356U (en) | 2023-08-11 | 2023-08-11 | Truss overhead rack bulk auxiliary supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322160033.XU CN220645356U (en) | 2023-08-11 | 2023-08-11 | Truss overhead rack bulk auxiliary supporting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220645356U true CN220645356U (en) | 2024-03-22 |
Family
ID=90264064
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322160033.XU Active CN220645356U (en) | 2023-08-11 | 2023-08-11 | Truss overhead rack bulk auxiliary supporting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220645356U (en) |
-
2023
- 2023-08-11 CN CN202322160033.XU patent/CN220645356U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106939707B (en) | A kind of restricted clearance large-scale steel structure supporting platform from method for improving | |
| CN210164286U (en) | Support arrangement for high altitude large-span steel structure truss installation usefulness | |
| CN206646835U (en) | It is a kind of from hoisting type steel structure slipping measure support | |
| CN213952963U (en) | Silo conical shell formwork support platform | |
| CN211665584U (en) | Staple bolt installation construction hanging flower basket on column pier | |
| CN211470603U (en) | Telescopic tower crane passageway | |
| CN209924434U (en) | High-altitude overhanging formwork support frame body | |
| CN220645356U (en) | Truss overhead rack bulk auxiliary supporting device | |
| CN212802615U (en) | Steel upright column attached type discharging platform | |
| CN114086594B (en) | Support welding tool for offshore wind power jacket | |
| CN112411753B (en) | Construction method of large-span suspended steel truss girder structure | |
| CN214301300U (en) | Steel box girder installation adjustable bracket system | |
| CN212201400U (en) | Assembled steel structure external hanging type protective frame | |
| CN218643330U (en) | Steel-pipe pile is inserted and is beaten construction platform | |
| CN218933797U (en) | High-altitude operation platform device for tower platform beam of steelmaking main plant | |
| CN114635548B (en) | Rapid and accurate assembling device and method for hyperbolic space inverted triangle steel truss | |
| CN221277359U (en) | Large-scale unsettled steel vestibule bed-jig structure | |
| CN205382428U (en) | Whole cast -in -place roof beam formwork support frame of falling triangle in hole | |
| CN221956943U (en) | A large-span grid sliding support device | |
| CN219772721U (en) | Temporary supports for hoisting steel box beams | |
| CN221421702U (en) | Steel structure bracket capable of simultaneously meeting requirements of cast-in-situ and bridging of large cantilever pier top beam section | |
| CN218522196U (en) | Climb frame and adhere to and use steel stand | |
| CN220565695U (en) | A steel platform template bearing structure for large-span structure | |
| CN215718762U (en) | Support structure for synchronous construction of station and shield | |
| CN220747273U (en) | Lattice column supports quick splicing device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |