CN206367707U - Bracing members for construction site stack bracket - Google Patents
Bracing members for construction site stack bracket Download PDFInfo
- Publication number
- CN206367707U CN206367707U CN201621389036.4U CN201621389036U CN206367707U CN 206367707 U CN206367707 U CN 206367707U CN 201621389036 U CN201621389036 U CN 201621389036U CN 206367707 U CN206367707 U CN 206367707U
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- vertical supporting
- bracing members
- bar
- horizontal support
- many
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Abstract
The utility model provides a kind of bracing members for construction site and stacks bracket.The bracket includes square underframe and many railings being vertically set on square underframe, the vertical supporting bar that the horizontal support bar and Duo Gen that the square underframe is be arranged in parallel by two are arranged between two horizontal support bars is constituted, and horizontal support bar and vertical supporting bar bottom surface at grade；The many railings are symmetrically welded at the position at every vertical supporting bar two ends of correspondence on two horizontal support bars, multiple triangular support blocks are provided with every vertical supporting bar, and multiple triangular support blocks on many vertical supporting bars are correspondingly arranged, multiple rows of triangular support block partition line parallel with horizontal support bar is formed, hole for hoist is offered on the top of every railing.The utility model is simple in construction, some strip cylindrical materials of job site that bracing members, steel pipe can be awaited a subway being stacked upon neatly, prevents it from sliding in the venue, safe and reliable, facilitates the lifting of bracing members.
Description
Technical field
The utility model is related to long strands field, and specifically a kind of bracing members for construction site stack bracket.
Background technology
With subway construction and urban safety civilization development, during subway work, to live material (bracing members,
Steel pipe, lumps of wood etc.) stacking and lifting requirements more and more higher.Special stand structure type of the prior art is various, general
There is dead angle positioning, single fixation, the particularly cylinder such as bracing members or steel pipe can not be carried out to the isometric strip material of bracing members
Material, easily slid in lifting and stacking；In addition, existing support also exist it is yielding, be inconvenient to lift and
The defect such as uneconomical.
The content of the invention
The utility model provides a kind of bracing members heap for construction site according to the deficiencies in the prior art for bracing members
Bracket is put, the support can prevent any rolling of bracing members, safe and reliable, while the lifting of bracing members is also convenient for, and a set of
Frame can also have enough to meet the need multiple projects and use, cost-effective.
The technical scheme that the utility model is provided：A kind of bracing members for construction site stack bracket, including side
Shape underframe and many railings being vertically set on square underframe, the square underframe is by two horizontal supports be arrangeding in parallel
Bar and Duo Gen are arranged on the vertical supporting bar composition between two horizontal support bars, and the bottom surface of horizontal support bar and vertical supporting bar
At grade；The many railings are symmetrically welded at the position at every vertical supporting bar two ends of correspondence on two horizontal support bars
Put, provided with multiple triangular supports on multiple triangular support blocks, and many vertical supporting bars on every vertical supporting bar
Block is correspondingly arranged, and forms multiple rows of triangular support block partition line parallel with horizontal support bar, and underframe is separated into multiple steel
Laydown area is supported, the hole for hoist offered on the top of every railing on hole for hoist, many railings sets same position.
The utility model preferably technical scheme：The many vertical supporting bars be placed equidistant two horizontal support bars it
Between, wherein two vertical supporting bars are separately positioned on the two ends of horizontal support bar.
The utility model preferably technical scheme：It is equidistant provided with 3-8 triangular support block on every vertical supporting bar,
It is provided with the spacing between hound, and two adjacent triangular support blocks close to the position of two ends railing in every vertical supporting bar
50-70cm, the spacing between two triangular support blocks of outermost and the hound of both sides is 50-70cm.
The utility model preferably technical scheme：The triangular support block is by two block size identical quadrate support plates
The equilateral triangle support block formed after oblique weld.
The utility model is simple in construction, the cylindrical material of some strips for job site that bracing members, steel pipe can be awaited a subway
Material is neat to be stacked upon, and prevents it from sliding in the venue, safe and reliable, facilitates the lifting of bracing members, and this practicality is new
Type may be reused, and a set of support can also have enough to meet the need multiple projects and use, cost-effective.
Brief description of the drawings
Fig. 1 is top view of the present utility model；
Fig. 2 is side view of the present utility model；
Fig. 3 is front view of the present utility model；
Fig. 4 is use state figure of the present utility model.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.It is a kind of as shown in Figure 1, Figure 2, Figure 3 shows to be used for field of constructing
The bracing members on ground stack bracket, it is characterised in that：The bracket includes square underframe and is vertically set on many on square underframe
Root railing 2, the square underframe is to be placed equidistant by two horizontal support bars be arrangeding in parallel 1 and Duo Gen in two horizontal support bars
Vertical supporting bar 3 between 1 is constituted, wherein two vertical supporting bars 3 are separately positioned on the two ends of horizontal support bar 1, and level
At grade, the length of the square underframe is according to job site bracing members for the bottom surface of support bar 1 and vertical supporting bar 3
Length depending on, width is according to the place size of job site and needs the bracing members stacked to determine, it is ensured that can be by steel branch
Support is neat to be stacked upon.The many railings 2 are symmetrically welded at every vertical supporting bar of correspondence on two horizontal support bars 1
The position at 3 two ends, the height of the railing 2 stacks the height determination of bracing members according to scene, can be by the bracing members side of stacking
Block in face, it is to avoid it arbitrarily slides in the venue；The lifting of whole bracket for convenience, lifting is offered on every railing 2
Hole for hoist 7 on hole 7, and multiple railings 2 is opened in same position.
As depicted in figs. 1 and 2, provided with 3-8 triangular support block 4 on every vertical supporting bar 3, in every longitudinal direction branch
Strut 3 is provided with hound 6 close to the position of two ends railing 2, and the triangular support block 4 is by the two square branch of block size identical
The equilateral triangle support formed after fagging oblique weld.Multiple triangular support blocks 4 correspondence on many vertical supporting bars 3 is set
Put, form multiple rows of triangular support block partition line parallel with horizontal support bar 1, and underframe is separated into multiple bracing members and stack
Area 5.A diameter of 60-80cm of general bracing members, in order to which bracing members to be put into the steel branch of multiple triangular support block formation
Support in laydown area 5, and the card that can be fixed is led, the spacing between two adjacent triangular support blocks 4, and two triangles of outermost
Spacing between the hound 6 of shape support block 4 and both sides is disposed as 50-70cm.
After the utility model is in use, whole bracket can be welded, whole Transporting to construction site；Can also be first
After railing and vertical supporting bar 3 are welded as a whole, then it is welded as a whole again with horizontal support bar to scene, horizontal support
Bar can also be assembled using multistage welding or screw connecting mode, and different length are welded into according to the need for scene.Treat
After bracket is installed, it just can start to stack the bracing members of the bottom, many bracing members 8 are first placed horizontally at the every of bracket
In individual bracing members laydown area 5, after orlop heap is put well and is stablized, as shown in figure 4, stacking upwards successively again, every layer is compared lower floor
Few bracing members, by all bracing members being deposited on bracket neatly, because the bracing members of the bottom pass through triangle branch
Bracer 4 is blocked master, just will not arbitrarily be rolled.
Claims (4)
1. a kind of bracing members for construction site stack bracket, it is characterised in that：The bracket includes square underframe and vertical
It is arranged on many railings (2) on square underframe, the square underframe is by two horizontal support bars be arrangeding in parallel (1) and many
Root is arranged on vertical supporting bar (3) composition between two horizontal support bars (1), and horizontal support bar (1) and vertical supporting bar (3)
Bottom surface at grade；The many railings (2) are symmetrically welded at every longitudinal direction branch of correspondence on two horizontal support bars (1)
The position at strut (3) two ends, is provided with multiple triangular support blocks (4), and many longitudinal bracings on every vertical supporting bar (3)
Multiple triangular support blocks (4) on bar (3) are correspondingly arranged, and form multiple rows of triangular support parallel with horizontal support bar (1)
Block partition line, and underframe is separated into multiple bracing members laydown areas (5)；Hole for hoist is offered on the top of every railing (2)
(7), the hole for hoist (7) on many railings (2) sets same position.
2. a kind of bracing members for construction site according to claim 1 stack bracket, it is characterised in that：Described many
Vertical supporting bar (3) is placed equidistant between two horizontal support bars (1), wherein two vertical supporting bars (3) are separately positioned on water
The two ends of flat support bar (1).
3. a kind of bracing members for construction site according to claim 1 stack bracket, it is characterised in that：It is vertical at every
It is equidistant provided with 3-8 triangular support block (4) on to support bar (3), in every vertical supporting bar (3) close to two ends railing (2)
Position provided between hound (6), and two adjacent triangular support blocks (4) spacing be 50-70cm, two triangles of outermost
Spacing between shape support block (4) and the hound (6) of both sides is 50-70cm.
4. a kind of bracing members for construction site according to claim 1 stack bracket, it is characterised in that：The triangle
Shape support block (4) is the equilateral triangle support block formed after two block size identical quadrate support plate oblique welds.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621389036.4U CN206367707U (en) | 2016-12-16 | 2016-12-16 | Bracing members for construction site stack bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621389036.4U CN206367707U (en) | 2016-12-16 | 2016-12-16 | Bracing members for construction site stack bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206367707U true CN206367707U (en) | 2017-08-01 |
Family
ID=59393020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621389036.4U Active CN206367707U (en) | 2016-12-16 | 2016-12-16 | Bracing members for construction site stack bracket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206367707U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108599019A (en) * | 2018-06-02 | 2018-09-28 | 郑文豪 | A kind of cable shaft cable laying apparatus |
-
2016
- 2016-12-16 CN CN201621389036.4U patent/CN206367707U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108599019A (en) * | 2018-06-02 | 2018-09-28 | 郑文豪 | A kind of cable shaft cable laying apparatus |
| CN108599019B (en) * | 2018-06-02 | 2020-07-03 | 新沂新南资源综合利用技术研究院有限公司 | Cable well cable laying equipment |
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| GR01 | Patent grant |