CN220319075U - Guy rope hanging basket assembling platform - Google Patents

Guy rope hanging basket assembling platform Download PDF

Info

Publication number
CN220319075U
CN220319075U CN202321630712.2U CN202321630712U CN220319075U CN 220319075 U CN220319075 U CN 220319075U CN 202321630712 U CN202321630712 U CN 202321630712U CN 220319075 U CN220319075 U CN 220319075U
Authority
CN
China
Prior art keywords
pipe pile
steel pipe
longitudinal beam
hanging basket
fixing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202321630712.2U
Other languages
Chinese (zh)
Inventor
杨旭辉
姜薪
张平
张文斌
谢文波
王深振
朱新普
黄凯
帅志洪
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway Communications Investment Group Co ltd
China Railway Guangzhou Engineering Group Co Ltd CRECGZ
CRECGZ No 2 Engineering Co Ltd
Original Assignee
China Railway Communications Investment Group Co ltd
China Railway Guangzhou Engineering Group Co Ltd CRECGZ
CRECGZ No 2 Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Railway Communications Investment Group Co ltd, China Railway Guangzhou Engineering Group Co Ltd CRECGZ, CRECGZ No 2 Engineering Co Ltd filed Critical China Railway Communications Investment Group Co ltd
Priority to CN202321630712.2U priority Critical patent/CN220319075U/en
Application granted granted Critical
Publication of CN220319075U publication Critical patent/CN220319075U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model relates to a guy cable hanging basket, in particular to a guy cable hanging basket assembly platform, which comprises a guy cable hanging basket, wherein the guy cable hanging basket comprises a longitudinal beam, a plurality of distribution beams are arranged on the longitudinal beam, the distribution beams are square and are all on the same horizontal line, a plurality of steel pipe piles are fixedly arranged on the distribution beams, a connecting piece is arranged between two adjacent steel pipe piles, a fixing mechanism for fixedly connecting the connecting piece with the two adjacent steel pipe piles is arranged between the connecting piece and the two adjacent steel pipe piles, and embedded ribs are arranged on the steel pipe piles. The girder supporting device has the advantages that the girder supporting effect is achieved through the fixed connection of the steel sheet piles and the bearing platform and the distribution girder, so that the girder can be positioned, the accuracy and the stability of the girder are ensured, and the effect of safety and stability of the guy rope hanging basket assembling platform is achieved.

Description

Guy rope hanging basket assembling platform
Technical Field
The utility model relates to a guy rope hanging basket, in particular to a guy rope hanging basket assembling platform.
Background
The guy rope hanging basket is hoisting equipment and is generally used for construction and maintenance of high-rise structures such as bridges, chimneys, water towers and high-rise buildings. The traction rope is fixed on a traction rope basket hanging platform, and the hanging basket is hung below the traction rope and can move up and down.
The guy rope basket hanging platform in the related art is common high-altitude operation equipment in high-rise building construction, and is usually hung after being assembled on a construction site due to the fact that the guy rope basket hanging platform is large in size, heavy in weight and difficult to transport.
However, the guy wire basket platform in the related art often cannot be positioned by the longitudinal beam in the assembling process, so that the accuracy and stability of the longitudinal beam cannot be ensured, and the accuracy and stability of the position of the longitudinal beam, which is one of the main bearing components of the guy wire basket platform, directly affects the safety and stability of the whole platform.
Disclosure of Invention
In order to improve the guy cable hanging basket platform in the related art, often in the assembly process, the longitudinal beam can not be positioned, so that accuracy and stability of the longitudinal beam can not be ensured, and the phenomenon of safety and stability of the whole platform can be directly influenced.
The application provides a guy rope hanging basket assembling platform adopts following technical scheme:
the utility model provides a guy cable hanging basket assembly platform, includes guy cable hanging basket, guy cable hanging basket includes the longeron, be provided with a plurality of distribution roof beam on the longeron, the distribution roof beam is square form setting and a plurality of distribution roof beam all is on same horizontal line, the fixed a plurality of steel-pipe pile that is provided with on the distribution roof beam, two are adjacent be provided with the connecting piece between the steel-pipe pile, connecting piece and two are adjacent be provided with between the steel-pipe pile and be used for letting connecting piece and two are adjacent the fixed establishment of steel-pipe pile fixed connection, be provided with embedded bar on the steel-pipe pile.
Through adopting above-mentioned technical scheme, carry out fixed connection with distribution beam and a plurality of steel sheet pile at the job site, make fixed connection between two adjacent steel sheet piles through fixed establishment, further strengthen the stability of steel sheet pile. And determining the installation position of the steel sheet pile according to the construction drawing, drilling the bearing platform, and enabling the prefabricated ribs on the steel sheet pile to be inserted into the holes, so that the fixed connection between the steel sheet pile and the bearing platform is realized. The longitudinal beam is placed on the plurality of distribution beams on the same horizontal line through the crane, the longitudinal beam is supported in the horizontal direction, the longitudinal beam is initially positioned, other components are lifted to the installation position through the crane and are assembled with the longitudinal beam until the guy rope hanging basket is assembled. Through the fixed connection of steel sheet pile and cushion cap and the supporting role of distribution beam to the longeron to can fix a position the longeron, and can ensure the accuracy and the stability of longeron, and then realize the safety and the stability of guy rope hanging basket assembly platform.
Preferably, the fixing mechanism comprises two first splicing blocks arranged on the connecting piece, two second splicing blocks arranged on the connecting piece, a first fixing block arranged on the steel pipe pile, a second fixing block arranged on the steel pipe pile, and a fixing assembly for enabling the first splicing blocks to be fixedly connected with the first fixing blocks and enabling the second splicing blocks to be fixedly connected with the second fixing blocks.
By adopting the technical scheme, the two first splicing blocks on the connecting piece are respectively abutted with the first splicing blocks on the two adjacent steel sheet piles correspondingly; simultaneously, two second splicing blocks on the connecting piece are respectively abutted with the second splicing blocks on two adjacent steel sheet piles correspondingly, and at the moment, the first splicing blocks are fixedly connected with the second fixing blocks through the fixing assembly; the second splicing block is fixedly connected with the second fixing block, so that the connecting piece is fixedly connected with two adjacent steel sheet piles respectively, the fixed connection between the two adjacent steel sheet piles is realized, and the integral strength of the steel sheet piles is enhanced.
Preferably, the fixing assembly comprises a through hole formed in the first splicing block, a threaded hole formed in the first fixing block and a fixing bolt penetrating through the through hole.
Through adopting above-mentioned technical scheme, pass through perforation and with screw hole threaded connection through fixing bolt to first piece and first fixed block fixed connection and second piece and second fixed block fixed connection's purpose are assembled to first piece.
Preferably, a plurality of cushion blocks are arranged on the distribution beam, and the cushion blocks are square.
Through adopting above-mentioned technical scheme, when the longeron is through loop wheel machine handling to the distribution, longeron and cushion butt this moment, the cushion is used for the bed flat longeron for the longeron is the level and places, so that longeron and other components are installed.
Preferably, an upper diagonal brace is arranged between the distribution beam and the steel pipe pile.
By adopting the technical scheme, the stability between the steel pipe pile and the distribution beam is enhanced.
Preferably, the stringers include a first main stringer and a second main stringer, and arc segments are provided on the first main stringer and the second main stringer.
By adopting the technical scheme, the arc section is used for adapting to the arc or curve shape of the building outer wall, changing the running direction and the movement track of the guy rope hanging basket, and realizing the high-altitude operation of the building outer wall.
Preferably, an enlarged foundation is arranged on the steel pipe pile, and the embedded ribs are fixedly connected with the enlarged foundation.
By adopting the technical scheme, the enlarged foundation is used for laterally expanding the load of the steel pipe pile into the soil, so that the load can meet the requirements of bearing capacity and deformation of the foundation.
Preferably, a lower diagonal brace is arranged between the steel pipe pile and the enlarged foundation or the bearing platform.
Through adopting above-mentioned technical scheme, lower bracing is used for strengthening the stability of steel-pipe pile, makes it be difficult for empting or warp under the circumstances of external force again.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the precision and stability of the longitudinal beam can be ensured through the fixed connection of the steel sheet piles and the bearing platforms and the supporting effect of the distribution beams on the longitudinal beam, so that the longitudinal beam can be positioned, and the safety and stability of the guy rope hanging basket assembly platform are realized;
2. the arc section is used for adapting to the arc or curve shape of the building outer wall, changing the running direction and the movement track of the guy rope hanging basket, and realizing the high-altitude operation of the building outer wall.
Drawings
Fig. 1 is a schematic view of the overall structure in the present embodiment;
FIG. 2 is a top plan view of a structure for showing the lanyard hanging basket in this embodiment;
fig. 3 is a partial cross-sectional view for showing other view angles in the present embodiment;
FIG. 4 is a schematic view of a partial structure for showing the assembly relationship of a distribution beam and a steel pipe pile;
fig. 5 is an enlarged view at a in fig. 4;
FIG. 6 is an enlarged view at B in FIG. 4;
fig. 7 is a partial structural schematic diagram showing the assembled relationship of the distribution beam and the enlarged foundation.
Reference numerals illustrate: 1. a guy rope hanging basket; 2. a longitudinal beam; 3. a front mold beam; 4. a middle die beam; 5. a rear mold beam; 6. a first main stringer; 7. a second main beam; 8. a first stringer; 9. a second stringer; 10. a third longitudinal beam; 11. a fourth stringer; 12. a first front mold beam; 13. a second front mold beam; 14. a third front mold beam; 15. a first middle die beam; 16. a second middle die beam; 17. a third middle die beam; 18. a fourth middle die beam; 19. a top mold support frame; 20. a common longitudinal beam; 21. a first rear diagonal bar; 22. a second rear diagonal bar; 23. a third rear diagonal bar; 24. a fourth rear diagonal bar; 25. a fifth rear diagonal bar; 27. an arc section; 28. a distribution beam; 29. a cushion block; 30. a steel pipe pile; 31. an upper diagonal brace; 32. a first fixed block; 33. a second fixed block; 34. a threaded hole; 35. a connecting piece; 351. a first connection portion; 352. a second connecting portion; 353. a reinforcing part; 37. a first splice block; 38. a second splice block; 39. perforating; 40. a fixing bolt; 41. expanding a foundation; 42. pre-burying ribs; 43. and (5) lower diagonal bracing.
Detailed Description
The present application is described in further detail below in conjunction with fig. 1-7.
The guy rope hanging basket assembly platform comprises a guy rope hanging basket 1, and referring to fig. 1 and 2, wherein the guy rope hanging basket 1 comprises a longitudinal beam 2, a front die beam 3, a middle die beam 4 and a rear die beam 5. The longitudinal beams 2 comprise a first main longitudinal beam 6, a second main mold beam 7, a first secondary longitudinal beam 8, a second secondary longitudinal beam 9, a third secondary longitudinal beam 10 and a fourth secondary longitudinal beam 11 which are horizontally arranged; the front die beam 3 comprises a first front die beam 12, a second front die beam 13 and a third front die beam 14, and is vertically arranged; the middle die beam 4 comprises a first middle die beam 15, a second middle die beam 16 and a third middle die beam 17, and is vertically arranged; the rear mould beam 5 is arranged vertically.
Referring to fig. 2, one end of the first side member 8 away from the rear mold beam 5 and one end of the second side member 9 away from the rear mold beam 5 are respectively and correspondingly connected with two end flanges of the second middle mold beam 16, and one end of the first side member 8 away from the rear mold beam 5 is respectively connected with one end of the third side member 10 and one end of the first middle mold beam 15, and one end of the second side member 9 away from the rear mold beam 5 is respectively connected with one end of the fourth side member 11 and one end of the third middle mold beam 17; one end of the third longitudinal beam 10 far away from the first longitudinal beam 8 and one end of the fourth longitudinal beam 11 far away from the second longitudinal beam 9 are respectively and correspondingly connected with two end flanges of the second front mold beam 13, one end of the third longitudinal beam 10 far away from the first longitudinal beam 8 is connected with one end flange of the first front mold beam 12, and one end of the fourth longitudinal beam 11 far away from the second longitudinal beam 9 is connected with one end flange of the third front mold beam 14; the two ends of the first main longitudinal beam 6 are respectively and correspondingly connected with one end of the first middle die beam 15, which is far away from the first primary longitudinal beam 8, and one end of the first front die beam 12, which is far away from the third primary longitudinal die, in a flange manner; the two ends of the second main longitudinal beam 2 are respectively in flange connection with one end of the first front mould beam 12, which is far away from the second longitudinal beam 2, and the third front mould beam 14, which is far away from the fourth longitudinal beam 11.
Referring to fig. 2, a plurality of top mold supporting frames 19 are installed between the third longitudinal beam 10 and the fourth longitudinal beam 11, the top mold supporting frames 19 are horizontally arranged, and two ends of the plurality of top mold supporting frames 19 are respectively correspondingly installed on the third longitudinal beam 10 and the fourth longitudinal beam 11; a plurality of common longitudinal beams 20 are connected between the first middle die beam 15 and the first front die beam 12, the common longitudinal beams 20 are vertically arranged, and two ends of the plurality of common longitudinal beams 20 are respectively and correspondingly arranged on the first middle die beam 15 and the first front die beam 12; a plurality of common longitudinal beams 20 are also arranged between the third middle die beam 17 and the third front die beam 14, and two ends of the common longitudinal beams 20 are respectively correspondingly arranged on the third middle die beam 17 and the third front die beam 14;
referring to fig. 2, in order to enhance the overall strength of the guy rope hanging basket 1, a first rear diagonal bar 21 is connected between the rear die beam 5 and the first primary longitudinal beam 8, the first rear diagonal bar 21 is obliquely arranged, and two ends of the first rear diagonal bar 21 are respectively and correspondingly flange-connected with the rear die beam 5 and the first primary longitudinal beam 8; a second rear inclined rod 22 is connected between the rear die beam 5 and the second middle die beam 16, the second rear inclined rod 22 is obliquely arranged, and two ends of the second rear inclined rod 22 are correspondingly connected with the rear die beam 5 and the second middle die beam 16 in a flange manner respectively; a third rear inclined rod 23 is connected between the rear mould beam 5 and the second longitudinal beam 9, the third rear inclined rod 23 is obliquely arranged, and two ends of the third rear inclined rod 23 are correspondingly connected with the rear mould beam 5 and the second longitudinal beam 9 in a flange manner respectively; a fourth rear inclined rod 24 is connected between the first primary longitudinal beam 8 and the first main longitudinal beam 6, the fourth rear inclined rod 24 is obliquely arranged, and two ends of the fourth rear inclined rod 24 are correspondingly connected with the first primary longitudinal beam 8 and the first main longitudinal beam 6 in a flange manner respectively; a fifth rear inclined rod 25 is connected between the second main longitudinal beam 2 and the second secondary longitudinal beam 9, the fifth rear inclined rod 25 is obliquely arranged, and two ends of the fifth rear inclined rod 25 are correspondingly connected with the second main longitudinal beam 2 and the second secondary longitudinal beam 9 in a flange mode respectively.
Referring to fig. 2 and 3, an arc section 27 is installed at one end of the first main longitudinal beam 6 close to the first front mold beam 12 and one end of the second sub longitudinal beam 9 close to the second front mold beam 13, and the arc section 27 is used for adapting to the arc or curve shape of the building outer wall, changing the running direction and movement track of the guy cable hanging basket 1, and realizing the high-altitude operation of the building outer wall.
Referring to fig. 2 and 4, a plurality of distribution beams 28 are mounted at the bottom of the longitudinal beam 2, the distribution beams 28 are arranged in a column shape, the distribution beams 28 are arranged vertically relative to the longitudinal beam 2, and the distribution beams 28 are arranged on the same horizontal line. A plurality of cushion blocks 29 are arranged between the distributing beam 28 and the longitudinal beam 2, and the cushion blocks 29 are used for leveling the longitudinal beam 2, so that the longitudinal beam 2 is horizontally arranged, and the longitudinal beam 2 and other components are conveniently installed. Four steel pipe piles 30 are connected to one side of the distribution beam 28, which faces away from the longitudinal beam 2, two steel pipe piles 30 are arranged in one group, two groups are arranged in total, and the two groups of steel pipe piles 30 are respectively and correspondingly arranged at two ends of the distribution beam 28. A plurality of upper diagonal braces 31 are installed between the steel pipe piles 30 and the distribution beams 28, and the upper diagonal braces 31 are used for enhancing stability between the steel pipe piles 30 and the distribution beams 28. Referring to fig. 5 and 6, a plurality of first fixing blocks 32 and a plurality of second fixing blocks 33 are welded on one side of each of the two steel pipe piles 30 of each group, which faces each other, the first fixing blocks 32 and the second fixing blocks 33 are respectively located on the same vertical plane, the first fixing blocks 32 are located above the second fixing blocks 33, and a plurality of threaded holes 34 are formed in one side of each of the first fixing blocks 32, which faces away from the steel pipe pile 30, and one side of each of the second fixing blocks 33, which faces away from the steel pipe pile 30. A connector 35 is installed between two steel pipe piles 30 in the same group, and the connector 35 includes a first connection portion 351, a second connection portion 352, and a reinforcing portion 353 welded between the first connection portion 351 and the second connection portion 352. The first splicing block 37 is installed at both ends of the first connecting portion 351, the second splicing block 38 is installed at both ends of the second connecting portion 352, the through holes 39 are formed in two opposite sides of the first splicing block 37 and two opposite sides of the second splicing block 38, the fixing bolts 40 penetrate through the through holes 39 and are in threaded connection with the threaded holes 34 through the fixing bolts 40, and therefore the purpose that the first splicing block 37 is fixedly connected with the first fixing block 32 and the second splicing block 38 is fixedly connected with the second fixing block 33 is achieved, and the purpose that two steel pipe piles 30 which are a group are fixedly connected is achieved.
Referring to fig. 7, an enlarged foundation 41 is detachably connected to one end of the steel pipe pile 30 facing away from the distribution beam 28, and the enlarged foundation 41 is used to laterally expand the load of the steel pipe pile 30 into the earth so as to satisfy the requirements of the bearing capacity and deformation of the foundation. The end of the steel pipe pile 30, which is far away from the distribution beam 28, is pre-embedded with embedded ribs 42, and the embedded ribs 42 are used for being connected with a bearing platform or an enlarged foundation 41, so that the fixed connection between the steel pipe pile 30 and the bearing platform is realized. In addition, a plurality of lower diagonal braces 43 are installed between the steel pipe pile 30 and the enlarged foundation 41 or the bearing platform, and the lower diagonal braces 43 are used for reinforcing the stability of the steel pipe pile 30, so that the steel pipe pile is not easy to topple or deform under the condition of external force.
The implementation principle of the application is as follows: installing a plurality of steel pipe piles 30 on a bearing platform or the ground according to a construction drawing, if the steel pipe piles 30 are installed on the ground, fixedly connecting the prefabricated ribs on the steel pipe piles 30 with an expansion foundation 41, and connecting the expansion foundation 41 with the ground in a mode of anchor rods or expansion bolts, so that the fixed connection between the expansion foundation 41 and the steel pipe piles 30 is realized; if the steel pipe pile is installed on a bearing platform, the prefabricated ribs are fixedly connected with the bearing platform, the steel pipe pile 30 can be fixedly connected, the connected first splicing block 37 and second splicing block 38 are abutted until the threaded holes 34 are opposite to the through holes 39, and the prefabricated ribs pass through the through holes 39 through the fixing bolts 40 and are in threaded connection with the threaded holes 34, so that the purpose of fixedly connecting the first splicing block 37 and the second splicing block 38 is achieved, and the fixed connection between the first splicing block 37 and the second splicing block 38 is achieved.
The first main longitudinal beam 6, the second main longitudinal beam 2, the first secondary longitudinal beam 8, the second secondary longitudinal beam 9, the third secondary longitudinal beam 10 and the fourth longitudinal beam 11 are all placed on the cushion blocks 29 through the crane, the first front die beam 12, the second front die beam 13, the third front die beam 14, the first middle die beam 15, the second middle die beam 16, the third middle die beam 17 and the rear die beam 5 are lifted to corresponding installation positions through the crane for fixed connection, the installation of the guy rope hanging basket 1 can be completed, the guy rope is installed on the guy rope hanging basket 1, the ascending or descending of the guy rope hanging basket 1 can be completed, and finally auxiliary structures (the distribution beam 28, the cushion blocks 29, the steel pipe piles 30, the connecting pieces 35 and the like) except the guy rope hanging basket 1 can be removed.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.

Claims (8)

1. The utility model provides a guy rope hanging basket assembly platform which characterized in that: including guy rope hanging basket (1), guy rope hanging basket (1) includes longeron (2), be provided with a plurality of distribution roof beam (28) on longeron (2), distribution roof beam (28) are the square form and set up and a plurality of distribution roof beam (28) all are on same water flat line, fixed being provided with a plurality of steel-pipe pile (30) on distribution roof beam (28), two are adjacent be provided with connecting piece (35) between steel-pipe pile (30), connecting piece (35) and two are adjacent be provided with between steel-pipe pile (30) be used for letting connecting piece (35) and two are adjacent fixed establishment of steel-pipe pile (30) fixed connection, be provided with pre-buried muscle (42) on steel-pipe pile (30).
2. The guy wire basket assembly platform of claim 1, wherein: the fixing mechanism comprises two first splicing blocks (37) arranged on the connecting piece (35), two second splicing blocks (38) arranged on the connecting piece (35), a first fixing block (32) arranged on the steel pipe pile (30), a second fixing block (33) arranged on the steel pipe pile (30), and a fixing assembly enabling the first splicing blocks (37) to be fixedly connected with the first fixing blocks (32) and enabling the second splicing blocks (38) to be fixedly connected with the second fixing blocks (33).
3. The guy wire basket assembly platform of claim 2, wherein: the fixing assembly comprises a through hole (39) formed in the first splicing block (37), a threaded hole (34) formed in the first fixing block (32) and a fixing bolt (40) penetrating through the through hole (39).
4. The guy wire basket assembly platform of claim 1, wherein: a plurality of cushion blocks (29) are arranged on the distribution beam (28), and the cushion blocks (29) are arranged in a square shape.
5. The guy wire basket assembly platform of claim 1, wherein: an upper diagonal brace (31) is arranged between the distribution beam (28) and the steel pipe pile (30).
6. The guy wire basket assembly platform of claim 1, wherein: the longitudinal beam (2) comprises a first main longitudinal beam (6) and a second main longitudinal beam (2), and arc-shaped sections (27) are arranged on the first main longitudinal beam (6) and the second main longitudinal beam (2).
7. The guy wire basket assembly platform of claim 1, wherein: an enlarged foundation (41) is arranged on the steel pipe pile (30), and the embedded ribs (42) are fixedly connected with the enlarged foundation (41).
8. The guy wire basket assembly platform of claim 7, wherein: a lower diagonal brace (43) is arranged between the steel pipe pile (30) and the enlarged foundation (41) or the bearing platform.
CN202321630712.2U 2023-06-25 2023-06-25 Guy rope hanging basket assembling platform Active CN220319075U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321630712.2U CN220319075U (en) 2023-06-25 2023-06-25 Guy rope hanging basket assembling platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321630712.2U CN220319075U (en) 2023-06-25 2023-06-25 Guy rope hanging basket assembling platform

Publications (1)

Publication Number Publication Date
CN220319075U true CN220319075U (en) 2024-01-09

Family

ID=89421562

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321630712.2U Active CN220319075U (en) 2023-06-25 2023-06-25 Guy rope hanging basket assembling platform

Country Status (1)

Country Link
CN (1) CN220319075U (en)

Similar Documents

Publication Publication Date Title
CN114232805B (en) Construction method of ultrahigh-height large-span steel concrete beam hanging structure
CN109184190A (en) It climbs and carries integrated beam type hydraulic climbing platform and its installation method
WO2022252829A1 (en) Liftable scaffold, lifting and installation methods thereof, and construction method for prefabricated building
CN114197325A (en) Pier shaft construction safety protection platform
CN209780193U (en) Suspension type scaffold
CN220319075U (en) Guy rope hanging basket assembling platform
CN215482366U (en) Double-line continuous beam bracket structure
CN111622126B (en) Construction method of high-altitude vertical manned channel in high mountain rock area
CN210369895U (en) Indoor super-high and large template Bailey beam supporting system for building
JP2022120437A (en) Slide method of structure using moving working platform
CN111622347A (en) Cross-shaped node connecting structure of assembled frame structure and construction method thereof
CN112854702A (en) Large-span silo roof construction platform and erection method
CN216918390U (en) Auxiliary roof dismantling structure for small tower crane of internal climbing tower crane
CN212405472U (en) Cross node connection structure of assembled frame structure
CN219604133U (en) Steel bridge platform between deep foundation pit supporting beam and tower crane foundation
CN219840351U (en) A pin-connected panel operation platform for elevator well construction
CN215107081U (en) Large-span silo roofing construction platform shore
CN217325044U (en) Cast-in-place crossbeam bracket of reassembling type
CN220365282U (en) Electric translation type hanging basket
JP7330646B2 (en) Sliding method for Rahmen structures
CN219909897U (en) Liftable tower crane safety channel
CN113718654B (en) Installation structure for ropeless beam section of bridge tower area
CN215167934U (en) Large-span silo roofing construction platform bottom pillar
CN217151146U (en) Super 5 meters girder steel subassembly of encorbelmenting of concrete form support system that encorbelments
CN211713706U (en) Large cantilever prefabricated bent cap installation lattice support device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant