CN215907365U - Supplementary operation platform of high altitude vestibule structure bottom construction - Google Patents
Supplementary operation platform of high altitude vestibule structure bottom construction Download PDFInfo
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- CN215907365U CN215907365U CN202121888905.9U CN202121888905U CN215907365U CN 215907365 U CN215907365 U CN 215907365U CN 202121888905 U CN202121888905 U CN 202121888905U CN 215907365 U CN215907365 U CN 215907365U
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Abstract
The application relates to an auxiliary operation platform for bottom construction of a high-altitude corridor structure, which relates to the field of corridor ceiling installation and comprises two driving parts, two lifting ropes and a bottom plate assembly, wherein the two driving parts are connected to the auxiliary operation platform; the bottom plate assembly is located between the two groups of lifting ropes and is connected with the two groups of lifting ropes. This application has the setting that two sets of lifting ropes are located two guardrail outsides respectively for the lifting rope need not destroy the vestibule structure, just can realize the effect to the hoist and mount of bottom plate subassembly.
Description
Technical Field
The application relates to the field of vestibule furred ceiling installation, especially relates to a supplementary operation platform of high altitude vestibule structure bottom construction.
Background
The corridor is a connecting structure between buildings, and guardrails are built on two sides of the corridor. On the one hand, the corridor is set up from the requirement on the building function, can make things convenient for the contact between two buildings. Meanwhile, the corridor has good lighting effect and wide visual field, and can be used as a sightseeing corridor or a leisure coffee hall and the like.
In the correlation technique, chinese application No. 201610341776.9 discloses a hoist and mount construction structure of air vestibule furred ceiling for the bottom of air vestibule major structure is outer to be decorated, including the unit plate, the top of unit plate is connected and is made the hoist and mount mechanism that the unit plate goes up and down, the bottom of unit plate is connected and is prevented the unit plate is to the anti-swing mechanism that sways all around. During construction, the suspended ceiling is processed into unit plate blocks on the ground, steel wire ropes of the electric winches penetrate through gaps of the overhead corridor floor or a steel structure, the suspended ceiling unit plate blocks are directly hoisted, are located at preset positions on the lower portion of the overhead corridor floor and are fixed at the position of the suspended ceiling, and the unit plate blocks are hoisted one by one according to horizontal sections until construction of all suspended ceilings is completed.
In conclusion, the inventor believes that the steel wire rope penetrates through the gap of the overhead corridor floor or the steel structure, the complete structure of the overhead corridor floor or the steel structure is damaged, and the damage is difficult to repair.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem that a steel wire rope penetrates through a gap of an aerial corridor floor slab or a steel structure and the complete structure of the aerial corridor floor slab or the steel structure is damaged, the application provides an auxiliary operation platform for bottom construction of a high-altitude corridor structure.
The application provides a pair of supplementary operation platform of high altitude vestibule structure bottom construction adopts following technical scheme:
an auxiliary operation platform for bottom construction of an overhead corridor structure comprises two driving parts, two lifting ropes and a bottom plate assembly, wherein the two driving parts are connected to the auxiliary operation platform; the bottom plate assembly is located between the two groups of lifting ropes and is connected with the two groups of lifting ropes.
By adopting the technical scheme, the two groups of lifting ropes are respectively arranged at the outer sides of the two guardrails, so that the lifting ropes can hoist the bottom plate assembly without damaging the corridor structure; and the bottom plate assembly is arranged between the two groups of lifting ropes, so that after the bottom plate assembly is lifted by the two groups of lifting ropes, the stability of the bottom plate assembly in the air is high, and a worker can stand on the bottom plate assembly to construct the bottom plate assembly safely.
Optionally, the bottom plate assembly comprises a truss and a flat plate, the truss is located below the flat plate and is fixedly connected with the flat plate, and an assembly is arranged between the lifting rope and the truss and is connected through the assembly.
By adopting the technical scheme, the truss is arranged, and the truss has the characteristics of high structural stability and high strength, so that the truss can be connected with the lifting rope and can also be used as a bearing part of a flat plate, and the stability of the whole bottom plate assembly is good; the setting of flat board for when constructor stands construction on the flat board, the security is high.
Optionally, the lifting rope comprises a first steel wire rope and a second steel wire rope, the first steel wire rope is connected with the driving part, the number of the second steel wire ropes is two, one end of each second steel wire rope is fixedly connected with the first steel wire rope, the other end of each second steel wire rope is connected with the truss, and the two second steel wire ropes and the truss are enclosed to form a triangular structure.
Through adopting above-mentioned technical scheme, two second wire rope enclose with the truss and establish into the setting of triangle-shaped structure for the truss can be in the same place by two stable connections of second wire rope, is difficult to because the weight unbalance of truss top and slope, and then the stability of truss in the air is higher, and constructor's security of being under construction on the truss is higher.
Optionally, the guardrail is connected with a support assembly used for assisting the driving piece to drive the first steel wire rope to lift, the support assembly comprises a first support, a second support, a third support and a pulley, the first support, the second support and the third support are jointly surrounded to form a triangular structure, the first support is connected with a clamping frame, and the first support is connected with the guardrail through the clamping frame; the pulley is installed on the second support, and first wire rope is connected with the pulley winding.
Through adopting above-mentioned technical scheme, the setting of supporting component for on first support, second support and third support can be stable be fixed in the guardrail, then be located the pulley installation stability on the guardrail high, first wire rope's that is connected with the driving piece stability is higher, thereby second wire rope reaches the truss stability of being connected with second wire rope higher, and the security that final constructor stood on the flat board and is under construction is higher.
Optionally, the first support and the second support are both provided with limiting holes, and the first steel wire rope penetrates through the two limiting holes.
Through adopting above-mentioned technical scheme, the seting up of spacing hole for first wire rope is injectd in the ascending position of vertical side, and first wire rope is unable to swing, then also is difficult to swing with two second wire ropes that first wire rope is connected, finally makes the truss of being connected with second wire rope difficult to swing, and the security that the constructor that is located on the flat board was under construction on the flat board is higher.
Optionally, a fence is arranged above the flat plate in a surrounding manner.
Through adopting above-mentioned technical scheme, the setting of rail for when constructor stands on the flat board construction, can not take place to step on empty risk that drops, be located the risk that the construction equipment on the flat board also can not 0 take place to remove and drop, and the construction safety is high.
Optionally, the assembly component comprises a first fixing nail and a hanging rope, and the first fixing nail is inserted into the truss and is fixedly connected with the truss; the hanging rope is arc-shaped with two sealed ends and is connected with the second steel wire rope, and the hanging rope is hung with the first fixing nail.
Through adopting above-mentioned technical scheme, the setting of assembly subassembly for second wire rope can be through hanging rope, first staple and truss fixed connection, and then the stability that truss and second wire rope are connected is higher, and the stability that constructor stood on the flat board is higher.
Optionally, the assembly component further comprises a second fixing nail, and the second fixing nail is connected with the second steel wire rope and the truss.
Through adopting above-mentioned technical scheme, the setting of second staple has further strengthened the joint strength of second wire rope and truss, and then the stability that truss and second wire rope are connected is higher, and the stability that constructor stood on the flat board is higher.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the two groups of lifting ropes are respectively arranged at the outer sides of the two guardrails, so that the lifting ropes can realize the lifting of the bottom plate assembly without damaging the corridor structure;
2. the bottom plate assembly is arranged between the two groups of lifting ropes, so that after the bottom plate assembly is lifted by the two groups of lifting ropes, the stability of the bottom plate assembly in the air is high, and workers can stand on the bottom plate assembly to construct safely;
3. the arrangement that the two second steel wire ropes and the truss are enclosed to form a triangular structure enables the truss to be stably connected together through the two second steel wire ropes, the truss is difficult to incline due to unbalanced weight above the truss, the stability of the truss in the air is high, and the construction safety of constructors on the truss is high.
Drawings
FIG. 1 is a schematic structural diagram of embodiment 1 of the present application;
figure 2 is a schematic view of a structure intended to show a corridor;
FIG. 3 is a schematic view intended to show the structure of the support assembly;
FIG. 4 is a schematic diagram intended to show the construction of a lifting rope;
FIG. 5 is an enlarged schematic view of the structure at A in FIG. 4;
FIG. 6 is a schematic structural diagram of embodiment 2 of the present application;
fig. 7 is a schematic structural diagram of embodiment 3 of the present application.
Reference numerals: 1. a corridor; 11. a guardrail; 2. a support assembly; 21. a first bracket; 22. a second bracket; 23. a third support; 231. clamping the frame; 2311. a first clamping connection plate; 2312. a second clamping plate; 2313. a third clamping plate; 232. a limiting hole; 24. a pulley; 3. a drive member; 4. a lifting rope; 41. a first wire rope; 42. a second wire rope; 5. a base plate assembly; 51. a truss; 52. a flat plate; 6. assembling the components; 61. a first staple; 62. hanging a rope; 63. a second staple; 7. and (4) fencing.
Detailed Description
The present application is described in further detail below with reference to figures 1-7.
Example 1
The embodiment of the application discloses supplementary operation platform of high altitude vestibule structure bottom construction. Referring to fig. 1, the auxiliary operating platform for the bottom construction of the high-altitude corridor structure comprises two groups of supporting assemblies 2, driving pieces 3, lifting ropes 4 and a bottom plate assembly 5, wherein the supporting assemblies 2 are symmetrical about the axis of the corridor 1 in the length direction, and the supporting assemblies 2 are connected with guardrails 11; the driving piece 3 is arranged on the bottom plate component 5 and is connected with the supporting component 2; the lifting rope 4 is connected with the supporting component 2, the driving component 3 and the bottom plate component 5.
When constructor carries out this auxiliary device's installation, at first install supporting component 2 on guardrail 11, then install driving piece 3 on bottom plate subassembly 5 to be connected lifting rope 4 with supporting component 2, driving piece 3, bottom plate subassembly 5 respectively, after the installation, through the distance of driving piece 3 control bottom plate subassembly 5 and vestibule 1 bottom, constructor stands and carries out the construction on bottom plate subassembly 5.
Referring to fig. 2 and 3, the support assembly 2 includes a first bracket 21, a second bracket 22, a third bracket 23 and a pulley 24, the first bracket 21 is inclined, and the inclined direction extends toward the center of the length direction of the corridor 1, a clamping frame 231 is provided on the first bracket 21, the clamping frame 231 includes a first clamping plate 2311, a second clamping plate 2312 and a third clamping plate 2313, the first clamping plate 2311 is perpendicular to the second clamping plate 2312, one end of the first clamping plate 2311 is integrally formed with the second clamping plate 2312, the third clamping plate 2313 is parallel to the first clamping plate 2311, the third clamping plate 2313 and one end of the second clamping plate 2312, which is far away from the first clamping plate 2311, are integrally formed, the first clamping plate 2311, the second clamping plate 2312 and the third clamping plate 2313 enclose the clamping frame 231 formed on the guardrail 11 and are fixedly connected with the guardrail 11 through bolts; the second support 22 is horizontally arranged, and one end of the second support 22 is fixedly connected with one end of the first support 21 close to the center of the corridor 1 and is integrally formed; the third support 23 is vertically arranged, the top end of the third support 23 is fixedly connected with one end, far away from the first support 21, of the second support 22 and is integrally formed, and the bottom end of the third support 23 is fixedly connected with one end, far away from the second support 22, of the first support 21 and is integrally formed; the pulley 24 is mounted on the second bracket 22 with a bolt.
When the constructor installs the support assembly 2, the clamping frame 231 is firstly clamped on the guardrail 11, then the clamping frame 231 is fixed by the bolts, the stability of the first support 21, the second support 22 and the third support 23 on the guardrail 11 is high, and finally the pulleys 24 are installed on the second support 22 by the bolts.
Referring to fig. 3, the driving members 3 are lifting motors or winches, the driving members 3 are mounted on the base plate assembly 5 by bolts, and the two driving members 3 are simultaneously controlled by one controller; the first bracket 21 and the second bracket 22 are both provided with four limiting holes 232, and the axes of one limiting hole 232 on the first bracket and one limiting hole 232 on the second bracket 22 are superposed; the other limiting hole 232 on the first bracket coincides with the axis of the other limiting hole 232 on the second bracket 22.
Referring to fig. 3 and 4, the lifting rope 4 includes a first wire rope 41 and a second wire rope 42, one end of the first wire rope 41 is wound on the driving member 3, and is wound on the pulley 24, and passes through the two limiting holes 232, and the other end of the first wire rope 41 is connected to the second wire rope 42; the number of the second steel wire ropes 42 is two, the top ends of the two second steel wire ropes 42 are fixedly connected with the bottom end of the first steel wire rope 41 through steel wire rope buckles, and the assembly component 6 is arranged between the bottom end of the second steel wire rope 42 and the bottom plate component 5 and is connected with the bottom plate component 6 through the assembly component 6.
When constructor adjusted the distance of bottom plate subassembly 5 and vestibule 1 bottom, open driving piece 3, first wire rope 41 is driven the length change by driving piece 3 to drive second wire rope 42 and rise or descend, second wire rope 42 drives bottom plate subassembly 5 and rises or descend, thereby adjusts the distance of bottom plate subassembly 5 and vestibule 1 bottom, makes the distance of bottom plate subassembly 5 and vestibule 1 bottom adapt to different constructor's height.
Referring to fig. 2, the bottom plate assembly 5 includes a truss 51 and a flat plate 52, the truss 51 may be a splicing type truss 51, and both ends of the truss 51 located in the middle are inserted into the trusses 51 located on both sides and fixedly connected by bolts; the flat plates 52 may be steel plates, wood plates, or iron plates, and the flat plates 52 are disposed in plurality, and the plurality of flat plates 52 are closely arranged and fixedly connected to the truss 51 through bolts. A fence 7 is arranged around the flat plate 52, and the fence 7 is fixedly connected with the flat plate 52 through bolts.
Referring to fig. 5, the assembly 6 includes a first fixing nail 61, a hanging rope 62 and a second fixing nail 63, wherein the first fixing nail 61 is inserted into the truss 51 and is welded and fixed with the truss 51; the hanging rope 62 is a bent steel wire rope, two ends of the hanging rope 62 are locked by steel wire rope lock catches, two bent ends of the hanging rope 62 are fixedly connected with the second steel wire rope 42 and are integrally formed, and the hanging rope 62 is connected with the first fixing nail 61 in a hanging mode; the second fixing nails 63 are arranged in a plurality of positions, the second fixing nails 63 are distributed at equal intervals, the second fixing nails 63 are used for fixing the second steel wire ropes 42 close to the hanging ropes 62, and the second fixing nails 63 are welded and fixed with the truss 51.
When a constructor connects the second steel wire rope 42 with the truss 51, firstly bending one end of the second steel wire rope 42 far away from the first steel wire rope 41, locking the end by using a steel wire rope lock catch to form a hanging rope 62, and then hanging the hanging rope 62 on the first fixing nail 61; then, the second wire rope 42 close to the hanging rope 62 is fixedly connected to the truss 51 by the second fixing nail 63, and the fixing of the second wire rope 42 to the truss 51 is completed.
The implementation principle of the auxiliary operation platform for the bottom construction of the high-altitude corridor structure in the embodiment of the application is as follows: when the constructor installs the auxiliary device, the clamping frame 231 is firstly clamped on the guardrail 11, and the clamping frame 231 is fixed by bolts; then fixing the driving part 3 and the supporting component 2, winding the first steel wire rope 41 on the pulley 24, and fixedly connecting the other end of the first steel wire rope 41 with the two second steel wire ropes 42 by using steel wire rope buckles; and finally, bending one end of the second steel wire rope 42, which is far away from the first steel wire rope 41, locking the end by using a steel wire rope lock catch to form a hanging rope 62, hanging the hanging rope 62 on a first fixing nail 61, fixedly connecting the second steel wire rope 42, which is close to the hanging rope 62, with the truss 51 by using a second fixing nail 63, and finishing the fixation of the second steel wire rope 42 and the truss 51. When constructor adjusted the distance of bottom plate subassembly 5 and vestibule 1 bottom, opened driving piece 3, first wire rope 41 is driven the length change by driving piece 3 to drive second wire rope 42 and rise or descend, second wire rope 42 drives bottom plate subassembly 5 and rises or descend, thereby adjusts the distance of bottom plate subassembly 5 and vestibule 1 bottom.
Example 2
Referring to fig. 6, the difference from embodiment 1 is that: the support assembly 2 includes a pulley 24, and the pulley 24 is mounted on the guard rail 11 using a bolt.
The implementation principle of the auxiliary operation platform for the bottom construction of the high-altitude corridor structure in the embodiment of the application is as follows: when the constructor installs the auxiliary device, the clamping frame 231 is firstly clamped on the guardrail 11, and the clamping frame 231 is fixed by bolts; then fixing the driving part 3 and the pulley 24, winding the first steel wire rope 41 on the pulley 24, and fixedly connecting the other end of the first steel wire rope 41 with the two second steel wire ropes 42 by using steel wire rope buckles; and finally, bending one end of the second steel wire rope 42, which is far away from the first steel wire rope 41, locking the end by using a steel wire rope lock catch to form a hanging rope 62, hanging the hanging rope 62 on a first fixing nail 61, fixedly connecting the second steel wire rope 42, which is close to the hanging rope 62, with the truss 51 by using a second fixing nail 63, and finishing the fixation of the second steel wire rope 42 and the truss 51. When constructor adjusted the distance of bottom plate subassembly 5 and vestibule 1 bottom, opened driving piece 3, first wire rope 41 is driven the length change by driving piece 3 to drive second wire rope 42 and rise or descend, second wire rope 42 drives bottom plate subassembly 5 and rises or descend, thereby adjusts the distance of bottom plate subassembly 5 and vestibule 1 bottom.
Example 3
Referring to fig. 7, the difference from embodiment 2 is that: the support assemblies 2 are arranged into four groups, six groups or eight groups, the construction assemblies 2 are arranged into four groups, and the two groups of support assemblies 2 are symmetrical about the axis of the corridor 1 in the length direction; the lifting ropes 4 are arranged into four groups, six groups or eight groups, the lifting ropes 4 are arranged into four groups, and the two groups of lifting ropes 4 are symmetrical about the axis of the corridor 1 in the length direction.
The implementation principle of the auxiliary operation platform for the construction of the bottom of the high-altitude corridor structure in the embodiment of the application is the same as that in the embodiment 2.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a supplementary operation platform of high altitude vestibule structure bottom construction which characterized in that: the auxiliary operation platform comprises driving parts (3) connected to the auxiliary operation platform, lifting ropes (4) and a bottom plate assembly (5), wherein the number of the driving parts (3) is two, the lifting ropes (4) are provided with two groups, one group of lifting ropes (4) is connected with one driving part (3), and the other group of lifting ropes (4) is connected with the other driving part (3); the bottom plate component (5) is positioned between the two groups of lifting ropes (4), and the bottom plate component (5) is connected with the two groups of lifting ropes (4).
2. The auxiliary operating platform for the bottom construction of the high-altitude corridor structure according to claim 1, characterized in that: the bottom plate assembly (5) comprises a truss (51) and a flat plate (52), the truss (51) is located below the flat plate (52) and fixedly connected with the flat plate (52), and an assembly (6) is arranged between the lifting rope (4) and the truss (51) and connected through the assembly (6).
3. The auxiliary operating platform for the bottom construction of the high-altitude corridor structure according to claim 1, characterized in that: the lifting rope (4) comprises a first steel wire rope (41) and a second steel wire rope (42), the first steel wire rope (41) is connected with the driving piece (3), the second steel wire rope (42) is arranged to be two, one end of the second steel wire rope (42) is fixedly connected with the first steel wire rope (41), the other end of the second steel wire rope is connected with the truss (51), and the two second steel wire ropes (42) and the truss (51) are enclosed to form a triangular structure.
4. The auxiliary operating platform for the bottom construction of the high-altitude corridor structure according to claim 1, characterized in that: the guardrail (11) is connected with a supporting component (2) used for driving a first steel wire rope (41) to ascend and descend by an auxiliary driving part (3), the supporting component (2) comprises a first support (21), a second support (22), a third support (23) and a pulley (24), the first support (21), the second support (22) and the third support (23) jointly enclose a triangular structure, a clamping frame (231) is connected onto the first support (21), and the first support (21) is connected with the guardrail (11) through the clamping frame (231); the pulley (24) is arranged on the second bracket (22), and the first steel wire rope (41) is wound and connected with the pulley (24).
5. The auxiliary operating platform for the bottom construction of the high-altitude corridor structure according to claim 4, wherein the auxiliary operating platform comprises: spacing hole (232) have all been seted up on first support (21) and second support (22), and first steel wire violently passes two spacing holes (232).
6. The auxiliary operating platform for the bottom construction of the high-altitude corridor structure according to claim 2, characterized in that: a fence (7) is arranged above the flat plate (52).
7. The auxiliary operating platform for the bottom construction of the high-altitude corridor structure according to claim 2, characterized in that: the assembling component (6) comprises a first fixing nail (61) and a hanging rope (62), and the first fixing nail (61) is inserted into the truss (51) and fixedly connected with the truss (51); the hanging rope (62) is arc-shaped with two sealed ends, the hanging rope (62) is connected with the second steel wire rope (42), and the hanging rope (62) is hung with the first fixing nail (61).
8. The auxiliary operating platform for the bottom construction of the high-altitude corridor structure according to claim 7, wherein the auxiliary operating platform comprises: the assembly component (6) further comprises a second fixing nail (63), and the second fixing nail (63) is connected with the second steel wire rope (42) and the truss (51).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121888905.9U CN215907365U (en) | 2021-08-12 | 2021-08-12 | Supplementary operation platform of high altitude vestibule structure bottom construction |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202121888905.9U CN215907365U (en) | 2021-08-12 | 2021-08-12 | Supplementary operation platform of high altitude vestibule structure bottom construction |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114704070A (en) * | 2022-03-04 | 2022-07-05 | 中建一局集团第三建筑有限公司 | Construction equipment of ultrahigh overhead suspended ceiling structure and installation process of equipment |
| WO2023201837A1 (en) * | 2022-04-20 | 2023-10-26 | 中建三局第三建设工程有限责任公司 | Construction operation method and system for outer curtain walls of high-altitude large-span building corridor |
-
2021
- 2021-08-12 CN CN202121888905.9U patent/CN215907365U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114704070A (en) * | 2022-03-04 | 2022-07-05 | 中建一局集团第三建筑有限公司 | Construction equipment of ultrahigh overhead suspended ceiling structure and installation process of equipment |
| WO2023201837A1 (en) * | 2022-04-20 | 2023-10-26 | 中建三局第三建设工程有限责任公司 | Construction operation method and system for outer curtain walls of high-altitude large-span building corridor |
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