CN220928799U - Punching-free assembled steel structure overhanging protection shed - Google Patents
Punching-free assembled steel structure overhanging protection shed Download PDFInfo
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- CN220928799U CN220928799U CN202322600456.9U CN202322600456U CN220928799U CN 220928799 U CN220928799 U CN 220928799U CN 202322600456 U CN202322600456 U CN 202322600456U CN 220928799 U CN220928799 U CN 220928799U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 164
- 239000010959 steel Substances 0.000 title claims abstract description 164
- 230000000712 assembly Effects 0.000 claims abstract description 16
- 238000000429 assembly Methods 0.000 claims abstract description 16
- 238000009434 installation Methods 0.000 claims description 22
- 230000000149 penetrating effect Effects 0.000 claims description 18
- 230000001012 protector Effects 0.000 claims description 8
- 101000623895 Bos taurus Mucin-15 Proteins 0.000 claims description 4
- 239000011324 bead Substances 0.000 description 4
- 230000002349 favourable effect Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
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Abstract
The utility model discloses a perforating-free assembled steel structure cantilever protection shed, which comprises a concrete piece, wherein mounting assemblies are arranged on two side surfaces of the concrete piece, fixing assemblies are arranged on side surfaces of the mounting assemblies, the fixing assemblies are arranged on the mounting assemblies, the fixing of the connecting parts of the assembled steel structure cantilever protection shed is facilitated, the loosening or shaking of the assembled steel structure cantilever protection shed in long-time use is facilitated to be reduced, the tightness and the firmness between the connecting parts are improved, workers can conveniently mount the assembled steel structure cantilever protection shed, and meanwhile, the auxiliary assemblies II arranged on the auxiliary assemblies are convenient for loosening or shaking to carry out auxiliary buffer protection on the assembled steel structure cantilever protection shed, so that the potential safety hazards of the assembled steel structure cantilever protection shed are reduced.
Description
Technical Field
The utility model relates to the technical field of building protection sheds, in particular to a punching-free assembled steel structure overhanging protection shed.
Background
In high-rise building construction, in order to avoid high altitude construction debris that drops to cause the injury to subaerial workman, be equipped with the protection canopy that encorbelments in high vacancy position department, block the debris that drops in high altitude, in order to be convenient for the better assembly of staff, therefore propose a protection canopy that encorbelments of exempting from assembled steel construction that punches.
However, the connection part of the overhanging protection shed is easy to loose or shake after long-time use, and the overhanging protection shed is easy to loose or shake, so that potential safety hazards are easy to exist.
For the problems in the related art, no effective solution has been proposed at present.
Disclosure of utility model
(One) solving the technical problems
Aiming at the defects of the prior art, the utility model provides a punching-free assembled steel structure overhanging protection shed, which has the advantages of the technical problems, and further solves the problems in the prior art.
(II) technical scheme
In order to realize the advantages of the technical problems, the utility model adopts the following specific technical scheme:
The punching-free assembled steel structure overhanging protection shed comprises a concrete piece, wherein mounting assemblies are arranged on two side surfaces of the concrete piece, and fixing assemblies are arranged on the side surfaces of the mounting assemblies;
The side surface of the installation component is close to the fixing component and is connected with an auxiliary component I, and the side surface of the auxiliary component I is provided with an auxiliary component II.
Further, in order to install the assembly part of the cantilever protection shed, the installation component comprises protection pads arranged above and below the concrete piece, wherein a plurality of section steel girders are installed above one protection pad, a plurality of section steel secondary beams opposite to the section steel girders are installed below the other protection pad, installation rods distributed at equal distances are arranged above the section steel girders in a penetrating mode, the cantilever installation plates are fixedly connected with above the installation rods, and the lower parts of the cantilever installation plates are connected with the upper parts of the section steel girders.
Further, in order to assist the fixing of the cantilever protection canopy assembly parts of installation, the fixed subassembly includes shaped steel girder top, shaped steel secondary beam below and a plurality of fixed frames one of them that encorbelments the mounting panel both sides and be connected with a plurality of fixed frames two with one of them mounting panel side that encorbelments, the below of a plurality of fixed frames two wears to establish with the below of fixed frame one and is connected with the dead lever, the link of dead lever is connected with the fixed plate through the bearing, the side and the fixed frame side of fixed plate, fixed frame two side sliding connection, the top of fixed plate is connected with shaped steel secondary beam below, concrete piece below respectively.
Furthermore, in order to assist in fixing the fixed overhanging protection shed assembly parts and improve stability, an auxiliary assembly I comprises a profile steel main beam side surface and a profile steel secondary beam side surface which are penetrated and connected, a limiting rod connected with the profile steel main beam and the profile steel secondary beam is penetrated and connected on the side surface, close to the first fixing frame, of the upper part of the auxiliary frame, steel wire rope zippers are arranged on the two sides of the auxiliary frame and the side surfaces of the first two fixing frames, and steel wire ropes are connected at the connecting positions of the steel wire rope zippers;
Part of the positions of the steel wire ropes are connected with steel wire rope corner protectors, the side surfaces of the steel wire rope corner protectors are provided with mounting frames, the side surfaces of the mounting frames are penetrated and provided with connecting rods, the connecting ends of the connecting rods are connected with auxiliary plates through bearings, the side surfaces of the auxiliary plates, the inner walls of the mounting frames and the concrete pieces are connected, and the side surfaces of the auxiliary plates are in sliding connection with the inner walls of the mounting frames.
Further, in order to perform auxiliary buffering on the cantilever protection shed assembly parts which are fixedly installed and fixed, the auxiliary assembly II comprises a plurality of auxiliary frames I fixedly connected with the side faces of the auxiliary frames I, auxiliary rods I and auxiliary sleeves I which are connected with each other in a threaded mode are respectively arranged on two sides of the auxiliary frames I in a penetrating mode, auxiliary blocks I are connected with the auxiliary rods I and the auxiliary sleeves I in a penetrating mode, and double-shaft dampers are arranged on the side faces of the auxiliary blocks I;
The other output end of the double-shaft damper is far away from the auxiliary block I and is fixedly connected with the auxiliary block II, two sides of the auxiliary block II are respectively provided with an auxiliary rod II and an auxiliary sleeve II in a penetrating mode, the auxiliary rod II and the auxiliary sleeve II are respectively provided with an auxiliary frame II in a penetrating mode, the auxiliary frame II is fixedly connected with the lower portion of the section steel secondary beam, and the inner wall of the auxiliary frame II is connected with the auxiliary block II.
Further, in order to carry out auxiliary filling protection to the space department between shaped steel girder and the shaped steel secondary beam, install a plurality of protection square timber between the below of a plurality of shaped steel girders and the shaped steel secondary beam top, the both sides of a plurality of protection square timber are kept away from biax attenuator side and are connected with the side of a plurality of fixed frames one.
Further, in order to improve stability between the shaped steel girders, the upper sides of the plurality of shaped steel girders are connected with steel plates near the protection square timber, and the lower parts of the steel plates are connected with the upper parts of the overhanging mounting plates, the upper parts of the first fixing frames, the upper parts of the second fixing frames and the upper parts of the auxiliary frames.
(III) beneficial effects
Compared with the prior art, the utility model has the following beneficial effects:
(1) Through the fixed subassembly that sets up at installation component, not only be convenient for improve assembled steel construction protection canopy junction of encorbelmenting and fix, be favorable to reducing assembled protection canopy of encorbelmenting and take place not hard up or rock in long-time use appearance, improve compactness and fastness between the junction, still be convenient for the staff install assembled protection canopy of encorbelmenting, the auxiliary assembly second that sets up at auxiliary assembly simultaneously, be convenient for produce not hard up or rock and carry out supplementary buffering protection at assembled protection canopy of encorbelmenting, the potential safety hazard condition that reduction assembled protection canopy of encorbelmenting exists.
(2) Through the installation component that sets up at the concrete member, the staff of being convenient for carries out auxiliary installation to the protection canopy assembly part of encorbelmenting of assembled steel structure, at the auxiliary assembly one that installation component set up simultaneously, be favorable to improving the stability and the protectiveness of the protection canopy of encorbelmenting of assembled steel structure, reduce the protection canopy of encorbelmenting of assembled steel structure and rock.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural view of a hole-free assembled steel cantilever protection shed according to an embodiment of the utility model;
Fig. 2 is a schematic bottom view of a hole-free assembled steel cantilever protection shed according to an embodiment of the present utility model;
FIG. 3 is a schematic view of a mounting assembly of a hole-free fabricated steel cantilever protection shed according to an embodiment of the present utility model;
FIG. 4 is a schematic structural view of a part of a mounting assembly of a hole-free fabricated steel cantilever protection shed according to an embodiment of the present utility model;
FIG. 5 is a schematic structural view of a fixing assembly of a hole-free fabricated steel cantilever protection shed according to an embodiment of the present utility model;
Fig. 6 is a schematic diagram of an auxiliary assembly of a hole-free assembled steel cantilever protection shed according to an embodiment of the utility model;
Fig. 7 is a schematic structural diagram of an auxiliary assembly of a hole-free assembled steel cantilever protection shed according to an embodiment of the utility model.
In the figure:
1. A concrete member; 2. a mounting assembly; 201. a protective pad; 202. a section steel main beam; 203. a section steel secondary beam; 204. a mounting rod; 205. a cantilever mounting plate; 3. a fixing assembly; 301. a first fixed frame; 302. a second fixed frame; 303. a fixed rod; 304. a fixing plate; 4. an auxiliary component I; 401. an auxiliary frame; 402. a steel wire rope zipper; 403. a wire rope; 404. angle bead of the steel wire rope; 405. a mounting frame; 406. a connecting rod; 407. an auxiliary plate; 408. a restraining bar; 5. an auxiliary component II; 501. an auxiliary frame I; 502. an auxiliary rod I; 503. an auxiliary sleeve I; 504. an auxiliary block I; 505. a biaxial damper; 506. an auxiliary block II; 507. an auxiliary rod II; 508. an auxiliary sleeve II; 509. an auxiliary frame II; 6. protecting square timber; 7. and (3) a steel plate.
Detailed Description
For the purpose of further illustrating the concepts of the utility model, there is provided in the drawings, which are a part of the disclosure of the present utility model and are primarily intended to illustrate embodiments and, together with the description, serve to explain the principles of the embodiments, with reference to these, it will be understood by those skilled in the art that other possible embodiments and advantages of the utility model may be made, the components in the drawings not being drawn to scale, and that like reference numerals will generally be used to designate like components.
As shown in fig. 1-7, the utility model provides a punching-free assembled steel structure overhanging protection shed, which comprises the following technical scheme: the punching-free assembled steel structure overhanging protection shed comprises a concrete piece 1, wherein mounting assemblies 2 are arranged on two side surfaces of the concrete piece 1, and fixing assemblies 3 are arranged on the side surfaces of the mounting assemblies 2;
The side of the installation component 2 is connected with an auxiliary component I4 close to the fixing component 3, and an auxiliary component II 5 is arranged on the side of the auxiliary component I4.
As shown in fig. 1-7, the installation component 2 comprises protection pads 201 arranged above and below the concrete piece 1, wherein three steel main beams 202 are installed above one protection pad 201, three steel secondary beams 203 opposite to the steel main beams 202 are installed below the other protection pad 201, installation rods 204 distributed at equal distances are arranged above the three steel main beams 202 in a penetrating manner, six installation rods 204 are arranged, overhanging installation plates 205 are fixedly connected above the installation rods 204, the number of overhanging installation plates 205 is three, and the lower parts of the overhanging installation plates 205 are connected with the upper parts of the steel main beams 202;
The fixing assembly 3 comprises ten first fixing frames 301 which are arranged above the section steel main beam 202 and below the section steel secondary beam 203 and connected with two sides of the overhanging mounting plate 205, two second fixing frames 302 are connected above the section steel main beam 202 and on the side face of one overhanging mounting plate 205, fixing rods 303 are arranged below the two second fixing frames 302 and below the ten first fixing frames 301 in a penetrating manner, fixing plates 304 are connected to the connecting ends of the fixing rods 303 through bearings, the fixing plates 304 of the first fixing frames 301 are of L-shaped structures, the side faces of the fixing plates 304 are in sliding connection with the side faces of the first fixing frames 301 and the side faces of the second fixing frames 302, and the upper parts of the fixing plates 304 are respectively connected with the lower parts of the section steel secondary beam 203 and the lower parts of the concrete pieces 1;
Two protection square timber 6 are installed between the below of three shaped steel girder 202 and shaped steel secondary beam 203 top, and the both sides of two protection square timber 6 keep away from biax attenuator 505 side and are connected with ten fixed frame one 301's side, and the top of three shaped steel girder 202 is close to protection square timber 6 and is connected with steel sheet 7, and the below and the mounting panel 205 top of encorbelmenting of steel sheet 7, fixed frame one 301 top, fixed frame two 302 top, auxiliary frame 401 top are connected.
Specifically, during assembly, the protection pad 201 is connected with the concrete part 1 in advance by staff, then the section steel girder 202 is connected with the upper side of the concrete part 1, the inner wall of the second fixing frame 302 is connected with the section steel girder 202 after placement, the section steel secondary girder 203 is connected with the lower side of the protection pad 201 arranged below the concrete part 1 after connection, meanwhile, the lower side of the section steel secondary girder 203 is connected with the upper side of the fixing plate 304, the fixing plate 304 is adjusted by upward movement through the fixing rod 303 after connection, the section steel girder 202 and the section steel secondary girder 203 are convenient to fix, during fixing, the staff places the protection square timber 6 at the position of the opposite sides of the section steel girder 202 and the section steel secondary girder 203, then the staff mutually coordinates the overhanging mounting plate 205 and the mounting rod 204 with the upper side of the section steel girder 202, the section steel secondary girder 203 and the two sides of the protection square timber 6 are connected through the first fixing frame 301 and the section steel girder 202 after connection, the section steel secondary girder 203 and the two sides of the overhanging mounting plate 205 are convenient to fix the section steel girder 202, the secondary girder 203 and the protection square timber 6 in an auxiliary mode.
As shown in fig. 1-7, the first auxiliary assembly 4 comprises an auxiliary frame 401, wherein the side surfaces of the steel girder 202 and the side surfaces of the steel secondary beams 203 are connected in a penetrating manner, a limiting rod 408 connected with the steel girder 202 and the steel secondary beams 203 is connected to the side surfaces, close to the first fixed frame 301, of the auxiliary frame 401 in a penetrating manner, steel wire rope zippers 402 are arranged on the two sides of the auxiliary frame 401 and the side surfaces of two fixed frames 301, and steel wire ropes 403 are connected to the connecting positions of the steel wire rope zippers 402;
A part of the position of the steel wire rope 403 is connected with a steel wire rope angle bead 404, the steel wire rope angle bead 404 is consistent with the structure and principle of YQ-GSHJ01, the side surface of the steel wire rope angle bead 404 is provided with a mounting frame 405, the side surface of the mounting frame 405 is penetrated and connected with a connecting rod 406, the connecting end of the connecting rod 406 is connected with an auxiliary plate 407 through a bearing, the side surface of the auxiliary plate 407 and the inner wall of the mounting frame 405 are connected with a concrete piece 1, and the side surface of the auxiliary plate 407 is in sliding connection with the inner wall of the mounting frame 405;
The upper part of the auxiliary plate 407, the upper part of the fixed plate 304, the lower part of the mounting frame 405, the lower side surface of the first fixed frame 301 and the lower side surface of the second fixed frame 302 are provided with equidistant anti-slip particles in actual use, and the connection parts of the anti-slip particles are connected with the upper part of the profile steel main beam 202 and the lower part of the profile steel secondary beam 203 and the lower part of the concrete part 1;
The auxiliary assembly II 5 comprises three auxiliary frames I501 fixedly connected with the side surfaces of the auxiliary frame 401, auxiliary rods I502 and auxiliary sleeves I503 which are connected with each other in a threaded manner are respectively arranged on two sides of the three auxiliary frames I501 in a penetrating manner, auxiliary blocks I504 are arranged on the inner wall of the auxiliary frame I501 in a penetrating manner, and double-shaft dampers 505 are arranged on the side surfaces of the auxiliary blocks I504;
the other output end of the double-shaft damper 505 is fixedly connected with an auxiliary block II 506 far away from the auxiliary block I504, two sides of the auxiliary block II 506 are respectively provided with an auxiliary rod II 507 and an auxiliary sleeve II 508 in a penetrating manner, the auxiliary rod II 507 and the auxiliary sleeve II 508 are respectively provided with an auxiliary frame II 509 in a penetrating manner, the auxiliary frame II 509 is fixedly connected with the lower portion of the section steel secondary beam 203, and the inner wall of the auxiliary frame II 509 is connected with the auxiliary block II 506.
Specifically, after fixing, the staff connects the auxiliary frame 401 with the profile steel main beam 202 and the profile steel secondary beam 203 and fixes the profile steel main beam 202, the profile steel secondary beam 203 and the auxiliary frame 401 through the limiting rods 408, after fixing, the staff passes through the steel wire rope zippers 402 arranged on two sides of the auxiliary frame 401 to be connected with the steel wire ropes 403, meanwhile, the concrete piece 1 is connected with the inner wall of the mounting frame 405, then drives the auxiliary plate 407 to move upwards through the connecting rods 406, so that the steel wire rope corner protector 404 is convenient to mount and fix, the mounted steel wire rope corner protector 404 is connected with the steel wire ropes 403 which pass through the connection, the connecting end of the connected steel wire ropes 403 is connected with the steel wire rope zippers 402 arranged on the side face of one of the fixing frames 301, so that stability is improved, meanwhile, the auxiliary frame one 501 arranged on the auxiliary frame 401 is matched with the auxiliary block one 503 through the auxiliary rod one 502, so that the auxiliary block one 504 arranged on the two ends of the double-shaft damper 505 is convenient to connect and fix, after connection, the staff connects the auxiliary block two 506 arranged on the other end of the double-shaft damper 505 with the auxiliary frame two 509, so that the auxiliary block two 507 is convenient to be matched with the auxiliary block two auxiliary block 508, so that the auxiliary block two blocks are convenient to fix and buffer function.
In summary, with the above technical solution of the present utility model, the protection pad 201 is connected with the concrete member 1 in advance by the worker during the assembly, then the steel girder 202 is connected with the upper side of the concrete member 1, the inner wall of the fixing frame two 302 is connected with the steel girder 202 after the placement, the steel secondary beam 203 is connected with the lower side of the protection pad 201 arranged below the concrete member 1 after the connection, meanwhile, the lower side of the steel secondary beam 203 is connected with the upper side of the fixing plate 304, the fixing plate 304 is moved upwards through the fixing rod 303 after the connection to adjust the fixing plate 304 so as to fix the steel girder 202 and the steel secondary beam 203, the worker places the protection square timber 6 at the position opposite to the steel girder 202 and the steel secondary beam 203 during the fixing, then the worker mutually coordinates the overhanging mounting plate 205 and the mounting rod 204 with the upper side of the steel girder 202, the steel girder 202 is connected with the steel girder 202, the steel secondary beam 203 and the two sides of the protection square timber 6 through the fixing frame one 301 after the connection, after connection, the fixing plate 304 is driven to move upwards through the fixing rod 303 so as to be convenient for carrying out auxiliary fixing on the profile steel main beam 202, the profile steel secondary beam 203 and the protection square timber 6, after fixing, an auxiliary frame 401 is connected with the profile steel main beam 202 and the profile steel secondary beam 203 through the limiting rod 408, the profile steel main beam 202, the profile steel secondary beam 203 and the auxiliary frame 401 are fixed by a worker, after fixing, the worker passes through the steel wire rope zipper 402 arranged on two sides of the auxiliary frame 401 to be connected with the steel wire rope 403, meanwhile, the concrete piece 1 is connected with the inner wall of the mounting frame 405, then the auxiliary plate 407 is driven to move upwards through the connecting rod 406 so as to be convenient for mounting and fixing the steel wire rope corner protector 404, the mounted steel wire rope corner protector 404 is connected with the steel wire rope zipper 402 which is arranged on the side face of one of the fixing frame 301, the auxiliary frame I501 that auxiliary frame 401 set up is favorable to improving stability simultaneously through auxiliary rod I502 and auxiliary sleeve I503 mutually supporting, is convenient for connect fixedly to auxiliary block I504 that biax attenuator 505 set up, and the staff is with auxiliary block II 506 that the biax attenuator 505 other end set up and the auxiliary frame II 509 internal connection that shaped steel secondary beam 203 set up after connecting, mutually supporting through auxiliary rod II 507 and auxiliary sleeve II 508 after connecting, is convenient for fix auxiliary block II 506, is favorable to playing the cushioning effect.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "configured," "connected," "secured," "screwed," and the like are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intermediaries, or in communication with each other or in interaction with each other, unless explicitly defined otherwise, the meaning of the terms described above in this application will be understood by those of ordinary skill in the art in view of the specific circumstances.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the utility model.
Claims (6)
1. The punching-free assembled steel structure overhanging protection shed is characterized by comprising a concrete piece (1), wherein mounting assemblies (2) are arranged on two side surfaces of the concrete piece (1), and fixing assemblies (3) are arranged on the side surfaces of the mounting assemblies (2);
An auxiliary component I (4) is connected to the side surface of the mounting component (2) close to the fixing component (3), and an auxiliary component II (5) is arranged on the side surface of the auxiliary component I (4);
The installation component (2) is including protection pad (201) that concrete piece (1) top, below set up, one of them a plurality of shaped steel girders (202) are installed to the top of protection pad (201), another shaped steel secondary beam (203) that a plurality of and shaped steel girders (202) position are relative are installed to the below of protection pad (201), and a plurality of shaped steel girders (202) top wears to establish and is connected with installation pole (204) that the equidistance distributes, the top fixedly connected with mounting panel (205) of encorbelmenting of installation pole (204), the below of mounting panel (205) of encorbelmenting is connected with shaped steel girders (202) top.
2. The punching-free assembled steel structure overhanging protection shed according to claim 1, characterized in that the fixing component (3) comprises a plurality of first fixing frames (301) which are connected with two sides of an overhanging mounting plate (205) above a profile steel main beam (202) and below a profile steel secondary beam (203), a plurality of second fixing frames (302) are connected with one side of the overhanging mounting plate (205) above the profile steel main beam (202), fixing rods (303) are arranged below the second fixing frames (302) and below the first fixing frames (301) in a penetrating mode, fixing plates (304) are connected at the connecting ends of the fixing rods (303) through bearings, the side faces of the fixing plates (304) are connected with the side faces of the first fixing frames (301) in a sliding mode, and the upper sides of the fixing plates (304) are connected with the lower sides of the secondary beam (203) and the lower sides of a concrete piece (1) respectively.
3. The punching-free assembled steel structure overhanging protection shed according to claim 2, characterized in that the auxiliary assembly I (4) comprises an auxiliary frame (401) which is connected with the side surface of a profile steel main beam (202) and the side surface of a profile steel secondary beam (203) in a penetrating way, a limiting rod (408) which is connected with the profile steel main beam (202) and the profile steel secondary beam (203) is connected with the side surface, close to the side surface of the fixed frame I (301), of the auxiliary frame (401), steel wire rope zippers (402) are arranged on the two sides of the auxiliary frame (401) and the side surfaces of two fixed frames I (301), and steel wire ropes (403) are connected at the connecting positions of the steel wire rope zippers (402);
The steel wire rope is characterized in that a steel wire rope corner protector (404) is connected to a part of the steel wire rope (403), a mounting frame (405) is arranged on the side face of the steel wire rope corner protector (404), a connecting rod (406) is arranged on the side face of the mounting frame (405) in a penetrating mode, an auxiliary plate (407) is connected to the connecting end of the connecting rod (406) through a bearing, the side face of the auxiliary plate (407) and the inner wall of the mounting frame (405) are connected with a concrete piece (1), and the side face of the auxiliary plate (407) is connected with the inner wall of the mounting frame (405) in a sliding mode.
4. The punching-free assembled steel structure overhanging protection shed as claimed in claim 3, characterized in that the auxiliary assembly II (5) comprises a plurality of auxiliary frames I (501) fixedly connected with the side surfaces of the auxiliary frames (401), two sides of the auxiliary frames I (501) are respectively provided with auxiliary rods I (502) and auxiliary sleeves I (503) in a penetrating manner, the inner walls of the auxiliary frames I (501) are provided with auxiliary blocks I (504) connected with the auxiliary rods I (502) and the auxiliary sleeves I (503) in a penetrating manner, and the side surfaces of the auxiliary blocks I (504) are provided with double-shaft dampers (505);
The other output end of the double-shaft damper (505) is far away from the auxiliary block I (504) and fixedly connected with an auxiliary block II (506), two sides of the auxiliary block II (506) are respectively penetrated and provided with an auxiliary rod II (507) and an auxiliary sleeve II (508) which are connected with each other in a threaded mode, the auxiliary rod II (507) and the auxiliary sleeve II (508) are respectively penetrated and provided with an auxiliary frame II (509) fixedly connected with the lower portion of the section steel secondary beam (203), and the inner wall of the auxiliary frame II (509) is connected with the auxiliary block II (506).
5. The punching-free assembled steel structure overhanging protection shed as claimed in claim 4, characterized in that a plurality of protection square timber (6) are installed between the lower part of the profile steel main beam (202) and the upper part of the profile steel secondary beam (203), and two sides of the protection square timber (6) are far away from the side surface of the double-shaft damper (505) and are connected with the side surfaces of the plurality of fixing frames (301).
6. The punching-free assembled steel structure overhanging protection shed as claimed in claim 5, characterized in that a plurality of steel girders (202) are connected with steel plates (7) above and close to the protection square timber (6), and the lower parts of the steel plates (7) are connected with the upper parts of overhanging mounting plates (205), the upper parts of fixing frames one (301), the upper parts of fixing frames two (302) and the upper parts of auxiliary frames (401).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322600456.9U CN220928799U (en) | 2023-09-25 | 2023-09-25 | Punching-free assembled steel structure overhanging protection shed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322600456.9U CN220928799U (en) | 2023-09-25 | 2023-09-25 | Punching-free assembled steel structure overhanging protection shed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220928799U true CN220928799U (en) | 2024-05-10 |
Family
ID=90937576
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322600456.9U Active CN220928799U (en) | 2023-09-25 | 2023-09-25 | Punching-free assembled steel structure overhanging protection shed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220928799U (en) |
-
2023
- 2023-09-25 CN CN202322600456.9U patent/CN220928799U/en active Active
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