CN210736044U - Tower crane attaches wall support installation, dismantles operation platform - Google Patents
Tower crane attaches wall support installation, dismantles operation platform Download PDFInfo
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- CN210736044U CN210736044U CN201921843602.8U CN201921843602U CN210736044U CN 210736044 U CN210736044 U CN 210736044U CN 201921843602 U CN201921843602 U CN 201921843602U CN 210736044 U CN210736044 U CN 210736044U
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Abstract
The utility model discloses a tower crane attaches wall support installation, dismantle operation platform, including connecting two vertical square steel pipes on tower crane standard water conservation plane, be connected with two first horizontal square steel pipes on the first vertical square steel pipe, the length of first vertical square steel pipe and first horizontal square steel pipe all is greater than the width of standard festival, the both sides of first horizontal square steel pipe are connected with the vertical square steel pipe of second respectively, the vertical square steel pipe of second is located tower crane standard festival about the side outer fringe directly over, the vertical square steel pipe of second is connected with and is provided with elevation square steel subassembly around tower crane standard festival periphery, laid the steel sheet directly over with elevation square steel subassembly, the edge top welding of with elevation square steel subassembly has the fender guardrail. The utility model discloses lay the steel sheet on with elevation square steel subassembly, danger in can effectual reduction workman work progress has both avoided setting up the loaded down with trivial details operation of steel-pipe frame, has also avoided producing when installing and dismantling the attaching wall support and has interfered.
Description
Technical Field
The utility model relates to a technical field is dismantled in the tower crane installation, especially indicates a tower crane attaches wall support installation, dismantles operation platform.
Background
The tower crane is the most common hoisting equipment on the construction site, is also called as a tower crane, is lifted by lengthening standard sections one by one and is used for hoisting raw materials such as reinforcing steel bars, wood plates, concrete, bricks, steel pipes and the like for construction, and is indispensable equipment on the construction site.
The tower crane is characterized in that the tower crane is connected with a standard section by section due to the nature, the tall tower crane has thirty floors or even higher height, and a wall attaching device is required to be installed for preventing the tower crane from toppling over in order to ensure the construction safety, so that the tower crane is fixedly connected with a wall body. When the wall-attached device is installed, high-altitude operation is required, and the danger is high. In the prior art, a simple operation platform is lapped by steel pipes, so that not only is the erection operation complex, but also an effective protection effect cannot be achieved, and the construction risk of workers standing on the simple operation platform is high; and because operating space is little and easily take place to interfere, inconvenient placing installation attaches the material and the instrument of wall device, leads to the construction inconvenience.
SUMMERY OF THE UTILITY MODEL
Not enough to among the above-mentioned background art, the utility model provides a tower crane attaches wall support installation, dismantles operation platform has solved the installation of current tower crane, has demolishd the security poor and the inconvenient technical problem of construction when attaching the wall device.
The technical scheme of the utility model is realized like this: the utility model provides a tower crane attaches wall support installation, dismantle operation platform, including two first vertical square steel pipes of bolted connection on the tower crane standard water conservation plane, bolted connection has two first horizontal square steel pipes on the first vertical square steel pipe, the length of first vertical square steel pipe and first horizontal square steel pipe all is greater than the width of standard festival and all sets up with the adjacent outside limit interval of standard festival, bolted connection has the vertical square steel pipe of second respectively in the both sides of first horizontal square steel pipe, the vertical square steel pipe of second is located the tower crane standard festival about the side outer fringe directly over, the vertical square steel pipe of second is connected with and is provided with the same elevation square steel subassembly around the tower crane standard festival periphery, the steel sheet has been laid directly over the same elevation square steel subassembly, the welding of the edge top of the same elevation square steel subassembly has the fender guardrail.
Further, with the horizontal square steel subassembly of elevation including two horizontal square steel pipes of second, two horizontal square steel pipes of second bolted connection are in the position directly over the outer fringe of side around first vertical square steel pipe lies in the tower crane standard festival respectively, and the joint recess has been seted up with the crossing position of the vertical square steel pipe of second to the horizontal square steel pipe of second.
Further, with elevation square steel subassembly including two vertical square steel pipes of third of bolted connection both ends about first horizontal square steel pipe, the horizontal square steel pipe of second respectively, the vertical square steel pipe of third is provided with the joint recess with the horizontal square steel pipe matched with of second, is connected the square steel pipe between the vertical square steel pipe of third and the vertical square steel pipe of adjacent second, the both ends of connecting the square steel pipe be provided with respectively with the vertical square steel pipe of third, the vertical square steel pipe complex joint recess of second.
Further, the same elevation square steel subassembly includes the horizontal square steel pipe of third at the both ends of first vertical square steel pipe, the vertical square steel pipe of second, the vertical square steel pipe of third respectively threaded connection, offers on the horizontal square steel pipe of third with the vertical square steel pipe of second, the vertical square steel pipe matched with joint recess of third respectively.
Further, the distance between the first longitudinal square steel pipe and the first transverse square steel pipe and the adjacent edge of the standard section of the tower crane is 0.3 m.
Furthermore, the two ends of the first longitudinal square steel pipe, the second longitudinal square steel pipe, the third longitudinal square steel pipe, the first transverse square steel pipe, the second transverse square steel pipe and the third transverse square steel pipe extend out of the standard section of the tower crane by 0.5 m.
The utility model has the advantages that:
firstly, steel plates are laid on square steel components at the same elevation, so that the danger of workers in the construction process can be effectively reduced, and the safety construction is guaranteed; the square steel components with the same elevation are convenient for laying steel plates and walking; the complicated operation of erecting the steel pipe frame is avoided, and then the interference generated when the wall-attached support is installed and disassembled is also avoided.
And the same-elevation square steel assemblies are connected in a combined mode through the square steel pipes, the joint points of the square steel pipes are connected through clamping grooves, the same elevation requirements can be guaranteed, and the connection reliability can be improved.
The anti-falling platform has an anti-falling function, and can be erected at the installation position of each wall-attached support of the tower crane according to the erection requirement of the wall-attached support, so that the platform can play an effective protection role when falling from high altitude.
And fourthly, the standard popularization of the CI can be carried out, the surrounding barrier guardrail arranged around the same-elevation square steel component can further improve the safety, and in addition, warning slogans and advertisement logos which are related to the attention of construction safety can be posted on the surrounding barrier guardrail.
Drawings
In order to illustrate the embodiments of the present invention more clearly, the drawings that are needed in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the description below are only some embodiments of the present invention, and that other drawings can be obtained by those skilled in the art without inventive work.
Fig. 1 is a schematic view of the application of the present invention;
fig. 2 is a schematic view of a support structure of the present invention;
FIG. 3 is a schematic structural view of the second transverse square steel tube in FIG. 2;
FIG. 4 is a schematic structural view of a third longitudinal square steel pipe in FIG. 2;
FIG. 5 is a schematic structural view of the connecting square steel pipe in FIG. 2;
fig. 6 is a schematic structural view of the third transverse square steel pipe in fig. 2.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without any creative effort belong to the protection scope of the present invention.
The size of the cross section of the tower crane standard knot 1 is 1 x 1 meter, the lengths of the first longitudinal square steel tube 21 and the first transverse square steel tube 31 are 3 meters, and the two ends of the first longitudinal square steel tube 21 and the first transverse square steel tube 31 extend out of 0.5 meter of the outer edge of the tower crane standard knot 1. The first longitudinal square steel pipe 21 is positioned on the inner side of the tower crane standard knot 1, and the distance from the nearest side edge is 0.3 m; first horizontal square steel pipe 31 also is located the inboard of tower crane standard festival 1, and the distance of the nearest side is 0.3 meters, and first vertical square steel pipe 21 and first horizontal square steel pipe 31 constitute groined type structure.
Two sides of the first transverse square steel pipe 21 are respectively connected with a second longitudinal square steel pipe 22 with the length of 3 meters through bolts, and the second longitudinal square steel pipe 22 is positioned right above the outer edges of the left side and the right side of the tower crane standard knot 1; the second longitudinal square steel pipe 22 is connected with and is provided with the square steel subassembly 6 of same elevation around tower crane standard festival 1 periphery, has laid the steel sheet directly over the square steel subassembly 6 of same elevation, and the welding of the edge top of the square steel subassembly 6 of same elevation has to enclose and keeps off guardrail 4.
The same elevation square steel subassembly 6 includes two 3 meters long second horizontal square steel pipes 32, and bolted connection is in the position directly over the side outer fringe around first vertical square steel pipe 21 is located tower crane standard festival 1 respectively for two horizontal square steel pipes 32 of second, and first joint recess 51 has been seted up with the crossing position of the vertical square steel pipe 22 of second in the horizontal square steel pipe 32 of second. As shown in fig. 3, the first engaging groove 51 is formed by cutting the front side, the lower side and the rear side of the corresponding position of the second horizontal square steel tube 32, so that the second horizontal square steel tube 32 can be engaged with the second vertical square steel tube 22 to be positioned on the same plane
The same elevation square steel assembly 6 comprises two 3-meter-long third longitudinal square steel pipes 23 which are respectively bolted to the left and right ends of the first transverse square steel pipe 21 and the second transverse square steel pipe 22, and the third longitudinal square steel pipes 23 are provided with second clamping grooves 52 matched with the second transverse square steel pipes 32. As shown in fig. 4, the second clamping groove 52 is formed by cutting the front side, the lower side, and the rear side of the third longitudinal square steel tube 23, so that the third longitudinal square steel tube 23 can be clamped above the first transverse square steel tube 21 and the second transverse square steel tube 22 to be located on the same plane.
Further, a square steel pipe 5 is connected between the third longitudinal square steel pipe 23 and the adjacent second longitudinal square steel pipe 22, and third clamping grooves 53 respectively matched with the third longitudinal square steel pipe 23 and the second longitudinal square steel pipe 22 are formed at two ends of the connection square steel pipe 5. As shown in fig. 5, the third catching groove 53 is constructed by cutting the front, lower and rear sides of the end portion, and is caught between the third longitudinal square steel pipe 23 and the second longitudinal square steel pipe 22.
Further, the same-elevation square steel component 6 comprises a third transverse square steel pipe 33 which is respectively in threaded connection with the two ends of the first longitudinal square steel pipe 21, the second longitudinal square steel pipe 22 and the third longitudinal square steel pipe 23, and a fourth clamping groove 54 which is respectively matched with the second longitudinal square steel pipe 22 and the third longitudinal square steel pipe 23 is formed in the third transverse square steel pipe 33. As shown in fig. 6, the fourth clamping groove 54 is formed by cutting the front side, the rear side and the lower side of the corresponding position of the third transverse square steel tube 33, and can be clamped above the first longitudinal square steel tube 21 and the second longitudinal square steel tube 22 to be located on the same plane.
The application schematic diagram of the present invention is shown in fig. 1.
The present invention is not exhaustive and is well known to those skilled in the art.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a tower crane attaches wall support installation, dismantles operation platform which characterized in that: including two first vertical square steel pipes (21) of bolted connection on tower crane standard festival (1) horizontal plane, bolted connection has two first horizontal square steel pipes (31) on first vertical square steel pipe (21), the length of first vertical square steel pipe (21) and first horizontal square steel pipe (31) all is greater than the width of standard festival (1) and all sets up with the outside limit interval that standard festival (1) is adjacent, bolted connection has the vertical square steel pipe of second (22) respectively in the both sides of first horizontal square steel pipe (21), the vertical square steel pipe of second (22) are located tower crane standard festival (1) and control the side outer fringe directly over, the vertical square steel pipe of second (22) are connected with and are provided with elevation square steel subassembly (6) around tower crane standard festival (1) periphery, the steel sheet has been laid directly over the same elevation square steel subassembly (6), it has guardrail (4) to enclose to weld above the edge of same elevation square steel subassembly (6).
2. The tower crane attaches wall support installation, dismantles operation platform according to claim 1, its characterized in that: the same elevation square steel subassembly (6) includes two horizontal square steel pipes of second (32), and bolted connection is in the position directly over the side outer fringe around tower crane standard festival (1) around first vertical square steel pipe (21) respectively for two horizontal square steel pipes of second (32), and first joint recess (51) have been seted up with the crossing position of the vertical square steel pipe of second (22) in the horizontal square steel pipe of second (32).
3. The tower crane attaches wall support installation, dismantles operation platform according to claim 2, characterized in that: with elevation square steel subassembly (6) including two vertical square steel pipes (23) of third of bolted connection at both ends about first horizontal square steel pipe (21), the horizontal square steel pipe of second (22) respectively, vertical square steel pipe of third (23) be provided with the horizontal square steel pipe of second (32) matched with second joint recess (52), be connected square steel pipe (5) between vertical square steel pipe of third (23) and the vertical square steel pipe of adjacent second (22), the both ends of connecting square steel pipe (5) be provided with respectively with vertical square steel pipe of third (23), the vertical square steel pipe of second (22) complex third joint recess (53).
4. The tower crane attaches wall support installation, dismantles operation platform according to claim 3, characterized in that: the same elevation square steel assembly (6) comprises a third transverse square steel pipe (33) which is respectively in threaded connection with the two ends of a first longitudinal square steel pipe (21), a second longitudinal square steel pipe (22) and a third longitudinal square steel pipe (23), and a fourth clamping groove (54) which is respectively matched with the second longitudinal square steel pipe (22) and the third longitudinal square steel pipe (23) is formed in the third transverse square steel pipe (33).
5. The tower crane attaches wall support installation, dismantles operation platform of any of claims 1-4, characterized in that: the distance between the first longitudinal square steel pipe (21) and the first transverse square steel pipe (31) and the adjacent edge of the tower crane standard knot (1) is 0.3 m.
6. The tower crane attaches wall support installation, dismantles operation platform according to claim 5, characterized in that: the tower crane standard knot (1) is stretched out at the both ends of first vertical square steel pipe (21), the vertical square steel pipe of second (22), the vertical square steel pipe of third (23), first horizontal square steel pipe (31), the horizontal square steel pipe of second (32) and the horizontal square steel pipe of third (33) 0.5 meter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921843602.8U CN210736044U (en) | 2019-10-30 | 2019-10-30 | Tower crane attaches wall support installation, dismantles operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921843602.8U CN210736044U (en) | 2019-10-30 | 2019-10-30 | Tower crane attaches wall support installation, dismantles operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210736044U true CN210736044U (en) | 2020-06-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921843602.8U Active CN210736044U (en) | 2019-10-30 | 2019-10-30 | Tower crane attaches wall support installation, dismantles operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210736044U (en) |
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2019
- 2019-10-30 CN CN201921843602.8U patent/CN210736044U/en active Active
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