CN205502561U - Scaffold pedestal - Google Patents
Scaffold pedestal Download PDFInfo
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- CN205502561U CN205502561U CN201620011283.4U CN201620011283U CN205502561U CN 205502561 U CN205502561 U CN 205502561U CN 201620011283 U CN201620011283 U CN 201620011283U CN 205502561 U CN205502561 U CN 205502561U
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- scaffold
- support member
- sleeve
- base plate
- base
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Abstract
The utility model discloses a scaffold pedestal, including the bottom plate, still include support piece and hollow sleeve, the sleeve is vertical locate the roof of bottom plate on, support piece's first end is connected on telescopic outer wall, support piece's second end is connected on the roof of bottom plate. This scaffold pedestal's antidumping ability is better, has improved the atress stability of the vertical pole of scaffold, and the security is better.
Description
Technical field
This utility model relates to technical field of engineering machinery, particularly to a kind of scaffold base.
Background technology
In engineering construction, scaffold is a kind of conventional engineering construction aid, and workpeople typically requires to stand in and carries out various construction activities on the platform of scaffold building, and therefore, scaffold building obtains the most stable particularly significant to the safety of workman.
In a kind of typical scaffold building mode, the vertical bar of scaffold is supported by scaffold base.Scaffold base includes base plate and the vertical rod being fixed on base plate, and the bottom of the vertical bar of scaffold is placed on outside vertical rod.But, this scaffold base bar vertical to scaffold is poor along the stability under loading of vertical bar radial direction, when the ground inclination of scaffold building or the height of scaffold building are bigger, are easily caused scaffold and topple, and is unfavorable for that the safety of construction is carried out.
Therefore, how to improve the resistance to capsizing of scaffold base, be that those skilled in the art are presently required and solve the technical problem that.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of scaffold base, and the resistance to capsizing of this scaffold base is preferable.
For achieving the above object, the following technical scheme of this utility model offer:
A kind of scaffold base, including base plate, also include that the sleeve of support member and hollow, described sleeve are vertically located on the roof of described base plate, first end of described support member is connected on the outer wall of described sleeve, and the second end of described support member is connected on the roof of described base plate.
Preferably, the floor for reinforcing it is additionally provided with between described sleeve and described base plate.
Preferably, floor described at least two is along the uniformly arrangement of described sleeve circumference.
Preferably, the quantity of described floor is 4.
Preferably, the diapire of described base plate is provided with the antiskid texture for antiskid, antiskid keyway or antiskid projection.
Preferably, it is also associated with the bracing piece for consolidating described support member between centre and the described base plate of described support member.
Preferably, described support member is straight-bar, and the roof of described base plate is plane, and the angular range between the roof of described support member and described base plate is 30 degree to 60 degree.
Preferably, in the described support member that at least two length is different be arranged in parallel and is generally aligned in the same plane.
Preferably, described sleeve is steel pipe.
Preferably, described sleeve surface is provided with antirust coat.
The scaffold base that this utility model provides, including base plate, sleeve and the support member being located between base plate and sleeve.When scaffold set up ground be inclined plane time, the placement direction of scaffold base is adjusted to sleeve and is positioned at the high-order side of this inclined plane, and support member is positioned at the low level side of this inclined plane, is then inserted in sleeve the bottom of the vertical bar of scaffold.Now, the vertical bar of scaffold acts on the power of sleeve can resolve into transverse component and longitudinal component, above-mentioned transverse component is passed to base plate with longitudinal component by sleeve and support member, transverse component is finally balanced by base plate and the frictional force set up between ground, longitudinal component finally by set up in the face of the longitudinal bracing dynamic balance of base plate, wherein, support member is by while sleeve transverse component effect, support member can produce reverse lateral support power to sleeve, improve the ability of sleeve opposing scaffold transverse component, thus improve the resistance to capsizing of scaffold base, improve the stability under loading of the vertical bar of scaffold, safety is preferable.
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, the accompanying drawing used required in embodiment or description of the prior art will be briefly described below, apparently, accompanying drawing in describing below is only embodiment of the present utility model, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other accompanying drawing according to the accompanying drawing provided.
Fig. 1 is the structural representation of the specific embodiment of this utility model provided scaffold base.
In Fig. 1,1 is base plate, and 2 is floor, and 3 is sleeve, and 4 is support member.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into the scope of this utility model protection.
Core of the present utility model is to provide a kind of scaffold base, and the resistance to capsizing of this scaffold base is preferable.
Refer to Fig. 1, Fig. 1 structural representation by the specific embodiment of this utility model provided scaffold base.
In a kind of specific embodiment of this utility model provided scaffold base, scaffold base includes base plate 1 and sleeve 3, and sleeve 3 is vertically located on base plate 1, during use, fixing in scaffold, the bottom of vertical bar is inserted in sleeve 3.Being provided with support member 4 between sleeve 3 and base plate 1, the first end of support member 4 is connected on the outer wall of sleeve 3, and the second end of support member 4 is connected on the roof of base plate 1.
When placing scaffold base, if scaffold set up ground inclination face, the placement direction of scaffold base is adjusted to sleeve 3 and is positioned at the high-order side of this inclined plane, and support member 4 is positioned at the low level side of this inclined plane, is then inserted in sleeve 3 bottom of the vertical bar of scaffold.Now, the vertical bar of scaffold acts on the power of sleeve 3 can resolve into transverse component and longitudinal component, transverse component herein refers to be parallel to set up the power on ground, longitudinal component refers to be perpendicular to set up the power on ground, above-mentioned transverse component is passed to support member 4 and base plate 1 with longitudinal component by sleeve 3 and support member 4, transverse component is finally balanced by base plate 1 and the frictional force set up between ground, longitudinal component finally by set up in the face of the longitudinal bracing dynamic balance of base plate 1, wherein, support member 4 is by while sleeve 3 transverse component effect, support member 4 can produce contrary lateral support power to sleeve 3, improve sleeve 3 and resist the ability of scaffold transverse component, thus improve the resistance to capsizing of scaffold base, improve the stability under loading of the vertical bar of scaffold, safety is preferable.If scaffold set up ground when being non-inclined face, the placement direction of scaffold base can be adjusted to the direction that scaffold may topple, to improve the safety coefficient of scaffold.
In the above-described embodiments, floor 2 can also be set, to reinforce the connection between sleeve 3 and base plate 1 between sleeve 3 and base plate 1.The shape of floor 2 is specifically as follows triangle, so that the two of floor 2 limits fit with the outer wall of sleeve 3 and the roof of base plate 1, to improve the reinforcement ability of floor 2 respectively.Certainly, the shape of floor 2 can also be shaft-like or other shapes.
Specifically, the quantity of floor 2 can be at least two, and all floors 2 are along the circumference uniformly arrangement of sleeve 3, to ensure the floor 2 uniform consolidation to sleeve 3, setting up on ground tilt, floor 2 is conducive to improving the resistance to capsizing of scaffold base in all directions.Or, by all floors 2 along the non-homogeneous arrangement of circumference of sleeve 3, and the spacing between the floor 2 of support member 4 can be made less, so that the resistance to capsizing that scaffold base is on the direction that most probable topples maximizes.Certainly, the quantity of floor 2 is not limited with arrangement.
In a kind of specific embodiment, the quantity of floor 2 is four, and floor 2 is along the circumference uniformly arrangement of sleeve 3, to ensure the stability that sleeve 3 is supported on four direction by floor 2.
In each embodiment above-mentioned, the diapire of base plate 1 can be provided for the antiskid texture of antiskid, antiskid keyway or antiskid protruding, to improve base plate 1 and the coefficient of friction setting up between ground, strengthen the scaffold base ability to bear to the transverse component of scaffold.
The bracing piece of firm support member 4 can also be connected between centre and the base plate 1 of the support member 4 in each embodiment above-mentioned.Alternatively, support member 4 and bracing piece can be straight-bar, and one end of bracing piece is connected to the centre of support member 4, the other end is connected on base plate 1 and between sleeve 3, both support members 4 and the junction of base plate 1, further, bracing piece can be perpendicular to support member 4, thus improves the enabling capabilities of support member 4.Certainly, support member 4 with bracing piece and connected mode it can also be provided that other forms.
The angle between support member 4 and base plate 1 roof in each embodiment above-mentioned can be configured as the case may be, in a kind of specific embodiment, support member 4 specifically can select straight-bar, and the roof of base plate 1 is specifically as follows plane, angular range between the roof of support member 4 and base plate 1 can be 30 degree to 60 degree, to ensure the resistance to capsizing of scaffold base.It is possible to further selection at least two straight-bar is as support member 4, and the length of straight-bar all differs, and the second end of each straight-bar is all connected to the same place of base plate 1 roof, and the first end of each straight-bar is along the outer wall being axially sequentially connected to sleeve 3 of sleeve 3；Or, straight-bars different at least two length can be connected in parallel between the roof of base plate 1 and the outer wall of sleeve 3 successively, and in all straight-bars is generally aligned in the same plane, improve the resistance to capsizing of scaffold base further by arranging of at least two support member 4.Certainly, the shape of support member 4 can also be gripper shoe or other structures.
Sleeve 3 in each embodiment above-mentioned can select steel pipe, thus the bottom realizing scaffold is effectively and reliably connected with sleeve 3, improves the stability connected.In addition, support member 4 can also select steel pipe, floor 2, base plate 1 all can select steel plate, to ensure that scaffold base has preferable mechanical property, and all parts passes through to be welded together, to ensure being reliably connected of each junction of scaffold base in scaffold base.Further, the surface in steel design such as steel pipe and steel plates can arrange antirust coat, to improve the service life of scaffold base.Certainly, in scaffold base, selection and the connected mode of all parts are not limited.
In above-described embodiment, the shape of cross section of base plate 1 can be rectangle, specifically, support member 4 can set gradually along this rectangular length direction with sleeve 3, thus increase the diapire of base plate 1 and the contact area setting up between ground, improving the scaffold base opposing scaffold ability to the transverse component of sleeve 3, make on base plate 1 is rationally distributed simultaneously.Certainly, the cross section of base plate 1 can also be trapezoidal, circular or other shapes.
In this specification, each embodiment uses the mode gone forward one by one to describe, and what each embodiment stressed is the difference with other embodiments, and between each embodiment, identical similar portion sees mutually.
Above scaffold base provided by the utility model is described in detail.Principle of the present utility model and embodiment are set forth by specific case used herein, and the explanation of above example is only intended to help to understand method of the present utility model and core concept thereof.Should be understood that; for those skilled in the art; on the premise of without departing from this utility model principle, it is also possible to this utility model is carried out some improvement and modification, these improve and modification also falls in this utility model scope of the claims.
Claims (10)
1. a scaffold base, including base plate (1), it is characterized in that, also include the sleeve (3) of support member (4) and hollow, described sleeve (3) is vertically located on the roof of described base plate (1), first end of described support member (4) is connected on the outer wall of described sleeve (3), and the second end of described support member (4) is connected on the roof of described base plate (1).
Scaffold base the most according to claim 1, it is characterised in that be additionally provided with the floor (2) for reinforcing between described sleeve (3) and described base plate (1).
Scaffold base the most according to claim 2, it is characterised in that floor described at least two (2) is along the uniformly arrangement of described sleeve (3) circumference.
Scaffold base the most according to claim 3, it is characterised in that the quantity of described floor (2) is 4.
5. according to the scaffold base described in Claims 1-4 any one, it is characterised in that it is protruding that the diapire of described base plate (1) is provided with the antiskid texture for antiskid, antiskid keyway or antiskid.
Scaffold base the most according to claim 5, it is characterised in that be also associated with the bracing piece for consolidating described support member (4) between centre and the described base plate (1) of described support member (4).
Scaffold base the most according to claim 5, it is characterized in that, described support member (4) is straight-bar, the roof of described base plate (1) is plane, and the angular range between the roof of described support member (4) and described base plate (1) is 30 degree to 60 degree.
Scaffold base the most according to claim 7, it is characterised in that in the described support member (4) that at least two length is different be arranged in parallel and is generally aligned in the same plane.
Scaffold base the most according to claim 5, it is characterised in that described sleeve (3) is steel pipe.
Scaffold base the most according to claim 9, it is characterised in that described sleeve (3) surface is provided with antirust coat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620011283.4U CN205502561U (en) | 2016-01-07 | 2016-01-07 | Scaffold pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620011283.4U CN205502561U (en) | 2016-01-07 | 2016-01-07 | Scaffold pedestal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205502561U true CN205502561U (en) | 2016-08-24 |
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ID=56721345
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620011283.4U Active CN205502561U (en) | 2016-01-07 | 2016-01-07 | Scaffold pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205502561U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104459A (en) * | 2018-01-18 | 2018-06-01 | 晋江万芯晨电子科技有限公司 | The jacket-type scaffold pedestal of steel pipe angled state can be monitored |
| CN112709423A (en) * | 2020-12-24 | 2021-04-27 | 郑州铁路职业技术学院 | Civil construction scaffold bottom stabilization and reinforcement structure |
-
2016
- 2016-01-07 CN CN201620011283.4U patent/CN205502561U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104459A (en) * | 2018-01-18 | 2018-06-01 | 晋江万芯晨电子科技有限公司 | The jacket-type scaffold pedestal of steel pipe angled state can be monitored |
| CN112709423A (en) * | 2020-12-24 | 2021-04-27 | 郑州铁路职业技术学院 | Civil construction scaffold bottom stabilization and reinforcement structure |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |