CN217353459U - Temporary operation platform for construction in separated-bin walls of inclined roof panels - Google Patents
Temporary operation platform for construction in separated-bin walls of inclined roof panels Download PDFInfo
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- CN217353459U CN217353459U CN202220611204.9U CN202220611204U CN217353459U CN 217353459 U CN217353459 U CN 217353459U CN 202220611204 U CN202220611204 U CN 202220611204U CN 217353459 U CN217353459 U CN 217353459U
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- bottom feet
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- height adjusting
- adjusting mechanism
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
The utility model relates to an interim operation platform that is used for oblique roof boarding to divide construction in storehouse wall, include: a cuboid frame formed by splicing a plurality of steel pipes; four corners of the cuboid frame are respectively extended downwards to form a bottom foot, two adjacent bottom feet of the four bottom feet are long bottom feet, and the other two bottom feet are short bottom feet; the bottoms of the two long bottom feet and/or the two short bottom feet are/is provided with a height adjusting mechanism, the height adjusting mechanism is fixedly connected with a concrete beam plate with an inclination angle, and the levelness of the upper surface of the cuboid frame is controlled by adjusting the height of the height adjusting mechanism; and the upper surface of the cuboid frame is paved with steel wire sheets. The utility model discloses a bottom mounting height adjustment mechanism at the footing for the inclination that long footing and short footing formed keeps unanimous with the inclination of sloping roof boarding, thereby controls the upper surface holding level of cuboid frame, then as construction material and carry out concrete placement's interim operation platform.
Description
Technical Field
The utility model relates to a construction field especially relates to an interim operation platform that is used for oblique roof boarding to divide construction in the storehouse wall.
Background
In the building construction field, to the oblique roof panel structure that has the inclination, need set up reinforced concrete warehouse wall at the interval on oblique roof panel, but because the influence at oblique roof panel's inclination for the work progress lacks the platform that is used for personnel to stand and the material is deposited, leads to warehouse wall's reinforcing bar, form setting, and concrete placement, subsequent roofing waterproof construction and the handling of material have brought very big inconvenience. The existing method is that a scaffold is built to serve as a temporary operation platform, but the mounting process of the scaffold is complex, the universality of the scaffold is poor, the scaffold cannot be reused, and then the construction cost is increased.
SUMMERY OF THE UTILITY MODEL
The utility model provides an interim operation platform that is used for oblique roof boarding to divide construction in the storehouse wall to solve above-mentioned technical problem.
In order to solve the technical problem, the utility model provides a temporary operation platform that is used for sloping roof boarding to divide construction in the storehouse wall, include: a cuboid frame formed by splicing a plurality of steel pipes; four corners of the cuboid frame are respectively extended downwards to form a bottom foot, two adjacent bottom feet of the four bottom feet are long bottom feet, and the other two bottom feet are short bottom feet; the bottom parts of the two long bottom feet and/or the two short bottom feet are/is provided with a height adjusting mechanism which is fixedly connected with a concrete beam plate with an inclination angle, and the levelness of the upper surface of the cuboid frame is controlled by adjusting the height of the height adjusting mechanism; and the upper surface of the cuboid frame is paved with steel wire sheets.
Preferably, the bottom of the bottom foot, on which the height adjusting mechanism is not installed, is provided with a wedge-shaped anti-slip fixing block.
Preferably, the height adjusting mechanism includes a base and an extending rod fixed on the base and extending upward, the extending rod extends into the base, the base and the extending rod are respectively provided with a plurality of positioning holes distributed at intervals in the vertical direction, and the relative positions of the base and the extending rod are fixed by first bolts sequentially inserted into the inner and outer positioning holes.
Preferably, the distance between the positioning holes is 100 mm.
Preferably, the base is fixedly connected with the concrete beam plate through a second bolt pre-embedded in the concrete beam plate.
Preferably, each component of the temporary operating platform is coated with an anti-corrosion primer.
Compared with the prior art, the utility model provides a interim operation platform for construction in oblique roof boarding subdivision wall has following advantage:
1. the utility model makes the inclination angle formed by the long footing and the short footing consistent with the inclination angle of the sloping roof panel by installing the height adjusting mechanism at the bottom of the footing, thereby controlling the upper surface of the cuboid frame to be kept horizontal and then serving as a temporary operating platform for construction materials and concrete pouring;
2. footing and height adjusting mechanism pass through first bolt fixed connection, and are with low costs, and the installation is simple easy operation with the dismantlement, and the interim operation platform's of being convenient for installation, regulation and subsequent demolishment.
Drawings
Fig. 1 is a schematic structural view of a temporary operating platform for the construction in the divided walls of the sloping roof panel according to a specific embodiment of the present invention;
fig. 2 is a schematic three-dimensional structure diagram of a cuboid frame and bottom feet in a temporary operating platform for the construction in the compartment walls of the sloping roof panels in a specific embodiment of the invention;
fig. 3 is a top view of a temporary operation platform for the construction in the divided walls of the sloping roof panel according to an embodiment of the present invention;
fig. 4 is the utility model discloses an installation schematic diagram of cuboid frame, footing and concrete beam board among the interim operation platform that is arranged in oblique roof boarding branch storehouse wall to be under construction among the specific embodiment.
In the figure: 01-concrete beam slab; 10-a cuboid frame, 20-a footing, 21-a long footing, 22-a short footing, 30-a height adjusting mechanism, 31-a base, 32-an extension rod, 33-a positioning hole, 34-a first bolt, 35-a second bolt, 36-a gasket, 37-a nut, 40-a steel wire sheet and 50-a wedge-shaped anti-skidding fixing block.
Detailed Description
In order to describe the technical solution of the above utility model in more detail, the following specific examples are given to demonstrate the technical effects; it should be emphasized that these examples are for illustrative purposes only and are not limiting to the scope of the present invention.
The utility model provides a interim operation platform that is used for oblique roof boarding to divide construction in storehouse wall, as shown in fig. 1 to fig. 4, include: a rectangular frame 10 formed by splicing a plurality of steel pipes; four corners of the rectangular frame 10 are respectively extended downwards to form a bottom foot 20, two adjacent bottom feet 20 of the four bottom feet 20 are long bottom feet 21, the other two bottom feet are short bottom feet 22, and a height difference exists between the long bottom feet 21 and the short bottom feet 22; the height adjusting mechanisms 30 are mounted at the bottoms of the two long feet 21 and/or the two short feet 22, in other words, the height adjusting mechanisms 30 may be mounted on all four feet 20, or the height adjusting mechanisms 30 may be mounted on only two long feet 21, or the height adjusting mechanisms 30 may be mounted on only two short feet 22, as long as the purpose of adjusting the height difference between the long and short feet 21 and 22 can be achieved. The height adjusting mechanism 30 is fixedly connected with the concrete beam plate 01 with an inclination angle, and the levelness of the upper surface of the cuboid frame 10 is controlled by adjusting the height of the height adjusting mechanism 30, so that the upper surface of the cuboid frame 10 is kept horizontal after the cuboid frame 10 is fixed, and the problems of inclination, instability and the like can be avoided when the upper surface is used as a temporary operation platform, and further the construction efficiency and the construction safety are influenced; the upper surface of the cuboid frame 10 is laid with a steel wire sheet 40 for carrying tools, materials or operators. The utility model discloses a bottom mounting height adjustment mechanism 30 at footing 20 for the inclination that long footing 21 and short footing 22 formed keeps unanimous with the inclination of sloping roof board (being concrete beam slab 01's inclination) to the upper surface of control cuboid frame 10 keeps the level, then as construction material and the interim operation platform who carries out concrete placement.
Preferably, with continued reference to fig. 1, the bottom of the bottom foot 20 without the height adjusting mechanism 30 is installed with a wedge-shaped anti-slip fixing block 50, that is, if the height adjusting mechanisms 30 are installed on the two long bottom feet 21, the wedge-shaped anti-slip fixing block 50 can be installed at the position where the bottoms of the two short bottom feet 22 contact with the concrete beam slab 01, to assist in fixing the bottom foot 20, so as to avoid the dangerous situations such as tilting or sliding of the rectangular parallelepiped frame 10; similarly, if the height adjusting mechanisms 30 are installed on the two short feet 22, the wedge-shaped anti-slip fixing blocks 50 may be installed at positions where the bottoms of the two long feet 21 contact the concrete beam plate 01.
Preferably, referring to fig. 4, the height adjusting mechanism 30 includes a base 31 and an extending rod 32 fixed on the base 31 and extending upward, the extending rod 32 extends into the base 20, the base 20 and the extending rod 32 are respectively provided with a plurality of positioning holes 33 spaced apart from each other in a vertical direction, in this embodiment, the distance between the positioning holes 33 is 100mm, and the relative positions of the base 20 and the extending rod 32 are fixed by a first bolt 34 (e.g., an expansion bolt) inserted into the two positioning holes 33. In this embodiment, the footing 20 is fixedly connected with the height adjusting mechanism 30 through the first bolt 34, so that the cost is low, the installation and the disassembly are simple and easy to operate, and the installation, the adjustment and the subsequent disassembly of the temporary operating platform are facilitated.
Preferably, with continued reference to fig. 4, the base 31 is fixedly connected to the concrete beam plate 01 through a second bolt 35 (e.g., a chemical bolt) embedded in the concrete beam plate 01, specifically, the second bolt 35 is embedded in the concrete beam plate 01, when the height adjusting mechanism 30 is installed, the second bolt 35 penetrates through the base 31, then penetrates through the gasket 36, and finally is fixed by the nut 37, so that the installation is firm, and the detachment is convenient.
Preferably, each component of the temporary operating platform is coated with an anti-corrosion primer, such as epoxy zinc-rich primer, with the thickness of 50 μm or more, so that the anti-corrosion capability of each component is improved, and the service life of the temporary operating platform is prolonged.
To sum up, the utility model provides an interim operation platform that is used for oblique roof boarding branch storehouse interior construction of wall, include: a rectangular frame 10 formed by splicing a plurality of steel pipes; four corners of the rectangular frame 10 are respectively extended downwards to form a bottom foot 20, two adjacent bottom feet 20 are long bottom feet 21, and the other two bottom feet are short bottom feet 22; the bottoms of the two long bottom feet 21 and/or the two short bottom feet 22 are/is provided with a height adjusting mechanism 30, the height adjusting mechanism 30 is fixedly connected with a concrete beam plate 01 with an inclination angle, and the levelness of the upper surface of the cuboid frame 10 is controlled by adjusting the height of the height adjusting mechanism 30; the upper surface of the rectangular frame 10 is laid with a steel wire sheet 40. The utility model discloses a bottom mounting height adjustment mechanism 30 at footing 20 for the inclination that long footing 21 and short footing 22 formed keeps unanimous with the inclination of sloping roof boarding, thereby controls the upper surface holding level of cuboid frame 10, then as construction material and the interim operation platform who carries out concrete placement.
It will be apparent to those skilled in the art that various changes and modifications may be made to the present invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (6)
1. A interim operation platform that is used for oblique roof boarding to divide construction in storehouse wall which characterized in that includes: a cuboid frame formed by splicing a plurality of steel pipes; four corners of the cuboid frame are respectively extended downwards to form a bottom foot, two adjacent bottom feet of the four bottom feet are long bottom feet, and the other two bottom feet are short bottom feet; the bottoms of the two long bottom feet and/or the two short bottom feet are/is provided with a height adjusting mechanism, the height adjusting mechanism is fixedly connected with a concrete beam plate with an inclination angle, and the levelness of the upper surface of the cuboid frame is controlled by adjusting the height of the height adjusting mechanism; and the upper surface of the cuboid frame is paved with steel wire sheets.
2. A temporary operating platform for construction inside a sloping roof panel sectional wall according to claim 1, characterised in that the bottom of the footing, where the height adjusting mechanism is not installed, is provided with a wedge-shaped anti-slip fixing block.
3. A temporary operating platform for a sloping roof panel warehouse-dividing wall according to claim 1, wherein the height adjusting mechanism comprises a base and an extending rod fixed on the base and extending upwards, the extending rod extends into the footing, the footing and the extending rod are respectively provided with a plurality of positioning holes distributed at intervals along the vertical direction, and the relative positions of the footing and the extending rod are fixed through first bolts inserted into the inner positioning hole and the outer positioning hole in sequence.
4. A temporary operating platform for use in the construction of a sloping roof panel sectional wall according to claim 3, characterised in that the spacing of the locating holes is 100 mm.
5. A temporary operating platform for the construction of a sloping roof panel in a sectional wall according to claim 3, wherein the foundation is fixedly connected to the concrete beam panel by means of second bolts embedded in the concrete beam panel.
6. A temporary operating platform for the construction of sloping roof panels in a sectional wall according to claim 1, characterised in that the components of the temporary operating platform are coated with an anti-corrosive primer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220611204.9U CN217353459U (en) | 2022-03-21 | 2022-03-21 | Temporary operation platform for construction in separated-bin walls of inclined roof panels |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220611204.9U CN217353459U (en) | 2022-03-21 | 2022-03-21 | Temporary operation platform for construction in separated-bin walls of inclined roof panels |
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| Publication Number | Publication Date |
|---|---|
| CN217353459U true CN217353459U (en) | 2022-09-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202220611204.9U Active CN217353459U (en) | 2022-03-21 | 2022-03-21 | Temporary operation platform for construction in separated-bin walls of inclined roof panels |
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| CN (1) | CN217353459U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115492352A (en) * | 2022-11-03 | 2022-12-20 | 上海宝冶建筑装饰有限公司 | Erecting mode of plate buckle type formwork support frame at ramp |
-
2022
- 2022-03-21 CN CN202220611204.9U patent/CN217353459U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115492352A (en) * | 2022-11-03 | 2022-12-20 | 上海宝冶建筑装饰有限公司 | Erecting mode of plate buckle type formwork support frame at ramp |
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