CN210767794U - Adjustable base of formwork scaffold erected on ground beam - Google Patents
Adjustable base of formwork scaffold erected on ground beam Download PDFInfo
- Publication number
- CN210767794U CN210767794U CN201920962429.7U CN201920962429U CN210767794U CN 210767794 U CN210767794 U CN 210767794U CN 201920962429 U CN201920962429 U CN 201920962429U CN 210767794 U CN210767794 U CN 210767794U
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- ground beam
- channel steel
- scaffold
- channel
- ground
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Abstract
A kind of adjustable base of formwork scaffold erected on the ground beam, locate the bottom of the scaffold, including ground beam, channel-section steel and connecting piece connecting the two; the channel steel is horizontally arranged, the channel steel is arranged on the top surface of the ground beam at intervals, and the extension direction is vertical to the length direction of the ground beam; the connecting pieces are arranged on two sides of the ground beam on the bottom surface of the channel steel and comprise wood gaskets and corner connectors, and two side plates of the corner connectors are respectively connected with the channel steel and the ground beam through bolts; the wooden gasket is arranged between the side plates of the ground beam and the corner connector, and the upright post of the scaffold is arranged on the web plate of the channel steel. The utility model discloses think about ingeniously, make channel-section steel and grade beam firmly be connected with bolt and angle sign indicating number, as the bottom sprag base of scaffold frame, effectively overcome vertical scaffold frame can not vertical set up, can directly fall on the both sides of grade beam with the scaffold pipe of grade beam contact and cause the problem that the grade beam destroys, guaranteed the stability that the scaffold frame set up.
Description
Technical Field
The utility model relates to a scaffold puts up and establishes technical field, concretely relates to erect base with adjustable formwork scaffold on grade beam.
Background
At present, in the part civil engineering structure work progress, after the local roof beam is pour and is accomplished, before not having carried out the soil body and backfilling, often it still should pour the roof beam directly over it, this moment to the construction of upper portion roof beam formwork, the lower extreme of formwork scaffold can directly contact with the ground roof beam, can produce two problems this moment: (1) the vertical scaffold cannot be erected vertically; (2) the scaffold tubes in contact with the ground beam can directly fall on two sides of the ground beam to cause damage to the ground beam, and meanwhile, the stability of the scaffold cannot be guaranteed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a erect base with adjustable formwork scaffold frame on grade beam, aim at makes channel-section steel and grade beam firmly be connected with bolt and angle sign indicating number, provides effectual bottom sprag for the scaffold frame.
In order to achieve the technical purpose, the utility model adopts the following technical scheme:
the utility model provides a base with adjustable erect formwork scaffold frame on grade beam locates scaffold frame bottom, its characterized in that: comprises a ground beam, channel steel and a connecting piece for connecting the ground beam and the channel steel; the channel steel is horizontally arranged, the channel steel is arranged on the top surface of the ground beam at intervals, and the extension direction is vertical to the length direction of the ground beam; the connecting pieces are arranged on two sides of the ground beam on the bottom surface of the channel steel and comprise wood gaskets and corner connectors, and two side plates of the corner connectors are respectively connected with the channel steel and the ground beam through first bolts and second bolts; the wood gasket is arranged between the ground beam and the side plate of the corner connector; the upright posts of the scaffold are arranged on the web plate of the channel steel.
As the utility model discloses an preferred technical scheme, set up the bar hole on the web of channel-section steel, the length direction in bar hole is the same with the length direction of channel-section steel, it is fixed through the nut after first bolt passes the bar hole of channel-section steel.
Furthermore, the lengths of the two sides of the channel steel extending out of the ground beam are the same.
Furthermore, the distance between two adjacent channel steel is adapted to the distance between adjacent upright posts of the scaffold.
Furthermore, the web of channel-section steel is good at and is equipped with two bar holes, corresponds two second bolt settings respectively, and the length scope in bar hole is 100mm-200 mm.
Furthermore, the thickness of the wood gasket and the plate of the corner connector is 5 mm.
Compared with the prior art, the utility model discloses a technical advantage lies in:
1. the structure is simple, the used materials are common, the construction site waste can be directly used for manufacturing, the manufacturing is convenient, and the cost is low;
2. make channel-section steel and grade beam firm connection with bolt and angle sign indicating number, as the bottom sprag base of scaffold frame, effectively overcome vertical scaffold frame can not vertically set up, can directly fall on the both sides of grade beam with the scaffold pipe of grade beam contact and cause the problem that the grade beam destroys, guaranteed the stability that scaffold frame set up.
Drawings
The above and/or other aspects and advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and not by way of limitation, wherein:
fig. 1 is a schematic view of the overall three-dimensional structure of the present invention;
FIG. 2 is a schematic bottom structure of the present invention;
fig. 3 is a partially enlarged structural diagram of a in fig. 2.
Reference numerals: 1-ground beam, 2-channel steel, 2.1-strip-shaped hole, 3-scaffold, 4-connecting piece, 4.1-wood gasket, 4.2-corner connector, 4.3-first bolt and 4.4-second bolt.
Detailed Description
Hereinafter, an embodiment of an adjustable base for a formwork scaffold erected on a floor beam according to the present invention will be described with reference to the accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein. The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
The principles and features of the present invention are described below in conjunction with the following drawings, the examples given are only intended to illustrate the present invention and are not intended to limit the scope of the present invention. Like fig. 1 and fig. 2, a base with adjustable erect formwork scaffold on grade beam locates 3 bottoms of scaffold, its characterized in that: comprises a ground beam 1, a channel steel 2 and a connecting piece 4 for connecting the ground beam and the channel steel; the channel steel 2 is horizontally arranged, the length is 1000mm, the width is not less than 150mm, the channel steel is arranged on the top surface of the ground beam 1 at intervals, the extension direction is vertical to the length direction of the ground beam, and the lengths of two sides extending out of the ground beam 1 are the same. As shown in fig. 3, the connecting pieces 4 are arranged in pairs, are respectively arranged on two sides of the ground beam 1 on the bottom surface of the channel steel 2, and comprise a wood gasket 4.1 and an angle brace 4.2, and two side plates of the angle brace 4.2 are respectively connected with the channel steel 2 and the ground beam 1 through a first bolt 4.3 and a second bolt 4.4; the web plate of the channel steel 2 is provided with a strip-shaped hole 2.1, the length direction of the strip-shaped hole 2.1 is the same as that of the channel steel 2, and the first bolt 4.3 penetrates through the strip-shaped hole 2.1 of the channel steel 2 and then is fixed through a nut. The wood gasket 4.1 is arranged between the ground beam 1 and the side plate of the corner connector 4.2; the upright posts of the scaffold 3 are arranged on the web plate of the channel steel 2.
In addition, the distance between two adjacent channel steels is adaptive to the distance between adjacent upright posts of the scaffold 3. The web of channel-section steel 2 is gone up worker and is equipped with two bar holes 2.1, corresponds two second bolts 4.4 settings respectively, and bar hole 2.1 is at the outside trompil of 100mm department apart from horizontal central line, and the hole width 15mm, trompil length is at 100mm-200 mm. The length and width of the wood gasket are about 60mm, the thickness is 5mm, and the corner code is 40mm multiplied by 5 mm.
During the use, to open channel-section steel 2 that has two bar holes 2.1 and lay on the grade beam 1 that has been equipped with angle sign indicating number 4.2 to make 2 bar holes 2.1 of channel-section steel and angle sign indicating number 4.2 horizontal direction's aperture align through the regulation, fix channel-section steel 1 on angle sign indicating number 4.2 with the bolt at last, first bolt 4.3 and second bolt 4.4 all screw up the back, can set up scaffold frame 3 on channel-section steel 2.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (6)
1. The utility model provides a base with adjustable erect formwork scaffold frame on grade beam, locates scaffold frame (3) bottom, its characterized in that: comprises a ground beam (1), a channel steel (2) and a connecting piece (4) for connecting the ground beam and the channel steel; the channel steel (2) is horizontally arranged, is arranged on the top surface of the ground beam (1) at intervals, and the extension direction is vertical to the length direction of the ground beam; the connecting pieces (4) are arranged on two sides of the ground beam (1) on the bottom surface of the channel steel (2) and comprise wood gaskets (4.1) and corner connectors (4.2), and two side plates of the corner connectors (4.2) are connected with the channel steel (2) and the ground beam (1) through first bolts (4.3) and second bolts (4.4) respectively; the wood gasket (4.1) is arranged between the ground beam (1) and the side plate of the corner connector (4.2); the upright posts of the scaffold (3) are arranged on the web plate of the channel steel (2).
2. The adjustable base of the formwork scaffold erected on the ground beam as claimed in claim 1, wherein: a web plate of the channel steel (2) is provided with a strip-shaped hole (2.1), the length direction of the strip-shaped hole (2.1) is the same as that of the channel steel (2), and the first bolt (4.3) penetrates through the strip-shaped hole (2.1) of the channel steel (2) and then is fixed through a nut.
3. The adjustable base of the formwork scaffold erected on the ground beam as claimed in claim 1, wherein: the lengths of the two sides of the channel steel (2) extending out of the ground beam (1) are the same.
4. The adjustable base of the formwork scaffold erected on the ground beam as claimed in claim 1, wherein: the distance between two adjacent channel steel (2) is adapted to the distance between adjacent upright posts of the scaffold (3).
5. The adjustable base of the formwork scaffold erected on the ground beam as claimed in claim 1, wherein: the web of channel-section steel (2) is gone up worker and is equipped with two bar holes (2.1), corresponds two second bolt (4.4) settings respectively, and the length scope in bar hole (2.1) is 100mm-200 mm.
6. The adjustable base of a formwork scaffold erected on a ground beam as claimed in any one of claims 1 to 5, wherein: the thickness of the wood gasket (4.1) and the thickness of the plate of the corner connector (4.2) are both 5 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920962429.7U CN210767794U (en) | 2019-06-25 | 2019-06-25 | Adjustable base of formwork scaffold erected on ground beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920962429.7U CN210767794U (en) | 2019-06-25 | 2019-06-25 | Adjustable base of formwork scaffold erected on ground beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210767794U true CN210767794U (en) | 2020-06-16 |
Family
ID=71064972
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920962429.7U Expired - Fee Related CN210767794U (en) | 2019-06-25 | 2019-06-25 | Adjustable base of formwork scaffold erected on ground beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210767794U (en) |
-
2019
- 2019-06-25 CN CN201920962429.7U patent/CN210767794U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200616 |
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| CF01 | Termination of patent right due to non-payment of annual fee |