CN207714720U - One kind building scaffold H profile steel structure - Google Patents
One kind building scaffold H profile steel structure Download PDFInfo
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- CN207714720U CN207714720U CN201721605877.9U CN201721605877U CN207714720U CN 207714720 U CN207714720 U CN 207714720U CN 201721605877 U CN201721605877 U CN 201721605877U CN 207714720 U CN207714720 U CN 207714720U
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- profile steel
- valve jacket
- steel plate
- top flange
- lower flange
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Abstract
The utility model is related to one kind building scaffold H profile steel structure, and the H profile steel structure includes H profile steel plate and valve jacket, and the valve jacket is square tube shape structure, and valve jacket passes through screw locking with H profile steel plate;It is provided with internal concave hopper chute at four interior angles of square tube valve jacket;The H profile steel plate includes web, top flange and lower flange, and web is between top flange and lower flange;Top flange and lower flange part are located in valve jacket, and the both sides of the top flange and lower flange in valve jacket are provided with evagination sliding rail, multiple through holes are offered on the top flange, multiple grooves are provided on the lower flange, and the groove is located at the underface of through hole.The advantages of the utility model:The valve jacket for being sheathed on H profile steel plate is set, during building scaffold, valve jacket is embedded in wall, valve jacket and H profile steel plate are locked by screw, formed scaffold set for this platform it is firm, in addition in dismount H profile steel configuration process, slack adjuster be can be taken off or be packed into H profile steel plate.
Description
Technical field
The utility model is related to building materials technical fields more particularly to one kind building scaffold H profile steel structure.
Background technology
Shaped steel, which refers to having, determines section configuration and the sizable vertical bar steel of the ratio between length and perimeter of section.H profile steel
Plate belongs to one kind of shaped steel.H profile steel includes top flange, lower flange and the web being arranged between top flange and lower flange, with H
Steel construction based on shape steel plate, scientific and reasonable for structure, plasticity and flexibility are good, and structural stability is high, is vibrated suitable for bearing
The big building structure with shock loading.
Scaffold refers to construction site as operation and solves vertically and horizontally to transport the holder set up.Architecture field is led to
With term, refers to and be used in exterior wall, interior decoration or the higher place that can not directly construct of floor height on construction site.Mainly for construction
Personnel work up and down or perimeter security net is gone along with sb. to guard him and high-altitude installation component etc..
Currently, in high building house building course, in general lowrise layer process of construction scaffold be all since ground to
On set up, construction personnel be ensure set up scaffold it is firm fixed, be fixed to each other using a large amount of connecting rod, so that respectively connecting
Power can be mutually borrowed between extension bar, promotes its stable degree, and still, not only building materials consumption is big for which, but also with setting up
The increase of scaffold height, stable degree continuously decrease, and there are larger security risks;And for the scaffold building of high-storey,
Mostly by the way that supporting rod is arranged on wall, support platform is interconnected to form by each supporting rod, is then taken using connecting rod
If scaffold, using this mode, supporting rod fixes inconvenience with wall and support platform stable degree is not high, and construction is complete in addition
Cheng Hou, supporting rod and dismounting between the walls are inconvenient, take time and effort.
Utility model content
For this reason, it may be necessary to which providing one kind building scaffold H profile steel structure, to solve to build scaffold building materials in constructing at present
Usage amount is big, and firmness is inadequate, and the problem that scaffold is inconvenient with the dismounting of coupling part between the walls.
To achieve the above object, it inventor provides one kind and building scaffold H profile steel structure, the H formed steel constructions packet
H profile steel plate and valve jacket are included, the valve jacket is square tube shape structure, and valve jacket is socketed on one end of H profile steel plate, and valve jacket is logical with H profile steel plate
Cross screw locking;It is provided with internal concave hopper chute at four interior angles of square tube valve jacket;The H profile steel plate includes web, top flange and bottom wing
Edge, the web is between top flange and lower flange, and web is for connecting top flange and lower flange;The top flange and bottom wing
Edge point is located in valve jacket, and the both sides of the top flange and lower flange in valve jacket are provided with evagination sliding rail, and the evagination is slided
Rail is embedded in internal concave hopper chute, and multiple through holes are offered on the top flange, multiple grooves are provided on the lower flange, described
Groove is located at the underface of through hole.
Further, threaded hole is offered on valve jacket described in the utility model, the screw runs through the top flange of H profile steel plate
And/or lower flange is threaded into hole, and valve jacket and H profile steel plate are locked.
Further, top flange described in the utility model and the lower flange connect the connection to be formed with the web respectively
Place is in seamlessly transit.
Further, through hole described in the utility model is arranged in such a way that array arranges.
Further, top flange described in the utility model and the lower flange are mutually parallel, and vertical with the web
Further, web described in the utility model, top flange and lower flange are integrally formed.
Further, the material of valve jacket described in the utility model is iron or stainless steel.
It is different from the prior art, above-mentioned technical proposal has the following advantages that:H profile steel plate is flat as building for scaffold
Platform, the groove of through hole, lower flange setting that top flange opens up for the fixed connecting rod for building scaffold, fix by connecting rod
Stabilization, securely;The valve jacket for being sheathed on H profile steel plate is set, during building scaffold, valve jacket is embedded in wall, is led to
It crosses screw valve jacket and H profile steel plate lock, forms scaffold and set for this platform and stablize, securely, in addition in dismounting H profile steel configuration process
In, only need slack adjuster to can be taken off or be packed into H profile steel plate.
Description of the drawings
Fig. 1 is that the utility model one kind building one embodiment schematic side view of scaffold H profile steel structure;
Fig. 2 is that the utility model one kind building one embodiment schematic top plan view of scaffold H profile steel structure;
Fig. 3 is a kind of schematic front view for building one embodiment H profile steel plate of scaffold H profile steel structure of the utility model;
Fig. 4 is the schematic front view for the scaffold that the present embodiment H profile steel structure is built.
Reference sign:
1, H profile steel plate;
11, web;
12, top flange;
13, lower flange;
2, valve jacket;
3, screw;
4, internal concave hopper chute;
5, evagination sliding rail;
6, through hole;
7, groove;
8, wall;
9, connecting rod.
Specific implementation mode
For the technology contents of technical solution, construction feature, the objects and the effects are described in detail, below in conjunction with specific reality
It applies example and attached drawing is coordinated to be explained in detail.
1 and Fig. 4 are please referred to, to achieve the above object, the utility model provides one kind and building scaffold H profile steel knot
Structure, the H profile steel structure include H profile steel plate 1 and valve jacket 2, and the valve jacket 2 is square tube shape structure, and valve jacket 2 is socketed on H profile steel plate 1
One end, valve jacket 2 locked with H profile steel plate 1 by screw 3;It is provided with internal concave hopper chute 4 at 2 four interior angles of square tube valve jacket;The H
Shape steel plate 1 includes web 11, top flange 12 and lower flange 13, and the web 11 is between top flange 12 and lower flange 13, abdomen
Plate 11 is for connecting top flange 12 and lower flange 13, and in order to improve the stress intensity of H profile steel, top flange 12 and lower flange 13 are flat
Row setting, web 11 are arranged in a manner of being respectively perpendicular to the middle part of top flange 12 and lower flange 13;The top flange 12 is under
13 part of the edge of a wing is located in valve jacket 2, and the both sides of the top flange 12 and lower flange 13 in valve jacket 2 are provided with evagination sliding rail
5, the evagination sliding rail 5 is embedded in internal concave hopper chute 4, offers multiple through holes 6 on the top flange 12, on the lower flange 13
Multiple grooves 7 are provided with, the groove 7 is located at the underface of through hole 6.
In the present embodiment, the connection between square tube valve jacket 2 and H profile steel plate 1 is using detachable connection, square tube
Valve jacket 2 is socketed with outside H profile steel plate 1, is locked by screw 3 therebetween.In actual use, screw will have been passed through first
The H profile steel structure that the H profile steel plate 1 and valve jacket 2 of 3 lockings form is embedded into wall 8, or valve jacket 2 is first embedded into wall 8
In, then H profile steel plate 1 is inserted into valve jacket 2, is locked using screw 3, this structure solves to take as scaffold well
Connectivity problem between the H profile steel plate 1 and wall 8 of Jianping platform, fixed 1 fixed form of H profile steel plate of the structure are simply secured.And
And the H profile steel structure that the utility model uses, it is dismantled after the completion of 8 construction of wall very simple, it is only necessary to unscrew spiral shell
Nail 3 can be easily removed as the H profile steel plate 1 set for this platform very much, and as the valve jacket 2 being embedded into wall 8, there are two types of solution party
Formula, first, it stays in wall 8, (cavity for being socketed H profile steel plate 1) is built with cement, brick etc. in 2 cavity of valve jacket
Material is filled, this mode is the simplest, and does not interfere with the stable degree of wall 8, but use cost is higher;Second, pass through electric drill
Equal devices take out valve jacket 2 from wall 8, are then filled with building materials such as cement, bricks, which is more compared with first way
Complexity, but use cost is low, and also it must more integrally remove H profile steel structure operation simply, conveniently.
Preferably, in order to facilitate movement, the dismounting between valve jacket 2 and H profile steel plate 1, the utility model square tube valve jacket 2 four
Internal concave hopper chute 4 is provided at interior angle, and outside the both sides of the top flange 12 in valve jacket 2 and lower flange 13 are provided with accordingly
Convex sliding rail 5, evagination sliding rail 5 are adapted with internal concave hopper chute 4 so that H profile steel plate 1 can horizontally slip along internal concave hopper chute 4, carry out shell
Set 2 and 1 assembly and disassembly of H profile steel plate, this structure can largely reduce force of sliding friction between the two, improve dismounting
Efficiency, it is time saving and energy saving.In addition, offering multiple through holes 6 on the utility model top flange 12, it is arranged on the lower flange 13
There are multiple grooves 7, and groove 7 is located at the underface of through hole 6.This structure is primarily to the fixed connecting rod for building scaffold
9, constructor can as needed use different location through hole 6 and groove 7 and the two usage quantity, connecting rod 9 by
The through hole 6 of top flange 12 is inserted into H profile steel plate 1 at the groove 7 of lower flange 13, relatively simple using such fixed form,
Securely, preferably, it is also fixed by reinforcing fixing piece between connecting rod 9 and top flange 12, is further promoted by H profile steel plate
1 firmness as the scaffold set for this platform.H profile steel structure using the above structure, tears open between H profile steel plate 1 and wall 8
Fill relatively simple, the platform built is secured, can adapt to the construction of the scaffold of different height.
Please refer to 1 and Fig. 2, in further embodiment, offer threaded hole on valve jacket 2 described in the utility model, institute
It states screw 3 to be threaded into hole through the top flange 12 of H profile steel plate 1 and/or lower flange 13, valve jacket 2 and H profile steel plate 1 is locked.
In the present embodiment, the top flange 12 or lower flange 13 of H profile steel plate 1 are fixed with valve jacket 2 and are fixed by screw 3, and reaching prevents H
Shape steel plate 1 is deviate from from valve jacket 2, because H profile steel plate 1 is set for this platform as scaffold, stress is larger in the longitudinal direction,
And its longitudinally it is upper engaged by wall 8 limit, fixation is more secured, and stress is smaller in the horizontal for H profile steel plate 1, thus setting 2 to
4 screws 3 lock.Screw 3 is threaded into through the top flange 12 of H profile steel plate 1 and/or lower flange 13 in hole, this spiral shell
The fixed form of nail 3 is the elastic of screw 3 for convenience, because H profile steel plate 1 locks with valve jacket 2, and the web of H profile steel plate 1
Cavity is formed between 11 both sides and valve jacket 2, valve jacket 2 is embedded in wall 8, and spanner need to be only deep by constructor close to wall 8
Web 11 is between valve jacket 2 in cavity, you can very easily dismounts H profile steel plate 1.
In embodiment as shown in Figure 1, top flange 12 and the lower flange 13 described in the utility model respectively with the abdomen
The junction that the connection of plate 11 is formed is in seamlessly transit.Such as arc-shaped transition, 1 stress of H profile steel plate is evenly, whole in this way
Body bending stress and local stress numerical more they tend to balance, and safety coefficient improves
It please refers to shown in Fig. 2, in preferred embodiment, through hole described in the utility model is set in such a way that array arranges
It sets.Through hole is set by the way of the array arrangement of this rule, opening up for through hole be relatively simple, mode, in structure more
The beauty added.Certainly, the groove 7 being arranged on the lower flange 13 is corresponding up and down with through hole.
In further embodiment, web 11, top flange 12 and lower flange 13 described in the utility model are integrally formed.One
Molding nulling part, which is not done, to be divided, and directly casting is completed.Using integrally formed H profile steel plate 1, relatively simple, intensity height is made.
In further embodiment, the material of valve jacket 2 described in the utility model is iron or stainless steel.Iron hardness is high, makes
Relatively low with cost, stainless steel hardness is high, corrosion-resistant, be not easy to get rusty, higher operating costs.If therefore H profile steel structure such as wall 8 is torn open
When unloading, valve jacket 2 is stayed in wall 8 and is not split out, and uses irony valve jacket 2;If desired valve jacket 2 is split out and is reused, preferably
It is made of stainless steel, valve jacket 2 is more durable.
It is different from the prior art, above-mentioned technical proposal has the following advantages that:H profile steel plate is flat as building for scaffold
Platform, the groove of through hole, lower flange setting that top flange opens up for the fixed connecting rod for building scaffold, fix by connecting rod
Stabilization, securely;The valve jacket for being sheathed on H profile steel plate is set, during building scaffold, valve jacket is embedded in wall, is led to
It crosses screw valve jacket and H profile steel plate lock, forms scaffold and set for this platform and stablize, securely, in addition in dismounting H profile steel configuration process
In, only need slack adjuster to can be taken off or be packed into H profile steel plate.
It should be noted that although the various embodiments described above have been described herein, it is not intended to limit
The scope of patent protection of the utility model.Therefore, the innovative idea based on the utility model carries out embodiment described herein
Change and modification or equivalent structure or equivalent flow shift made based on the specification and figures of the utility model, directly
Or above technical scheme is used in other related technical areas indirectly, it is included in the protection model of the utility model patent
Within enclosing.
Claims (7)
1. one kind building scaffold H profile steel structure, which is characterized in that the H profile steel structure includes H profile steel plate and valve jacket, institute
It is square tube shape structure to state valve jacket, and valve jacket is socketed on one end of H profile steel plate, and valve jacket passes through screw locking with H profile steel plate;Square tube valve jacket
It is provided with internal concave hopper chute at four interior angles;The H profile steel plate includes web, top flange and lower flange, and the web is located at upper limb
Between edge and lower flange, web is for connecting top flange and lower flange;The top flange and lower flange part are located in valve jacket, and
The both sides of top flange and lower flange in valve jacket are provided with evagination sliding rail, and the evagination sliding rail is embedded in internal concave hopper chute, institute
It states and offers multiple through holes on top flange, multiple grooves are provided on the lower flange, the groove is being located at through hole just
Lower section.
2. according to claim 1 build scaffold H profile steel structure, which is characterized in that offer spiral shell on the valve jacket
Pit, the screw are threaded into through the top flange of H profile steel plate and/or lower flange in hole, and valve jacket and H profile steel plate are locked.
3. according to claim 2 build scaffold H profile steel structure, which is characterized in that the top flange and it is described under
It is in seamlessly transit that the edge of a wing connect the junction to be formed with the web respectively.
4. according to claim 1 or 2 build scaffold H profile steel structure, which is characterized in that the through hole is with array
The mode of arrangement is arranged.
5. according to claim 1 build scaffold H profile steel structure, which is characterized in that the top flange and it is described under
The edge of a wing is mutually parallel, and vertical with the web.
6. according to claim 5 build scaffold H profile steel structure, which is characterized in that the web, top flange and under
The edge of a wing is integrally formed.
7. according to claim 1 build scaffold H profile steel structure, which is characterized in that the material of the valve jacket is iron
Or stainless steel.
Priority Applications (1)
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CN201721605877.9U CN207714720U (en) | 2017-11-27 | 2017-11-27 | One kind building scaffold H profile steel structure |
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CN201721605877.9U CN207714720U (en) | 2017-11-27 | 2017-11-27 | One kind building scaffold H profile steel structure |
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CN207714720U true CN207714720U (en) | 2018-08-10 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109736556A (en) * | 2019-01-24 | 2019-05-10 | 广西建工集团建筑工程总承包有限公司 | A kind of girder steel Overhanging Outside Scaffold and its construction method of installation |
CN112324121A (en) * | 2020-10-30 | 2021-02-05 | 中国一冶集团有限公司 | Sliding type silo cantilever tripod structure and installation method |
-
2017
- 2017-11-27 CN CN201721605877.9U patent/CN207714720U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109736556A (en) * | 2019-01-24 | 2019-05-10 | 广西建工集团建筑工程总承包有限公司 | A kind of girder steel Overhanging Outside Scaffold and its construction method of installation |
CN112324121A (en) * | 2020-10-30 | 2021-02-05 | 中国一冶集团有限公司 | Sliding type silo cantilever tripod structure and installation method |
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