CN111550031A - System for stabilizing climbing scaffold - Google Patents
System for stabilizing climbing scaffold Download PDFInfo
- Publication number
- CN111550031A CN111550031A CN202010522734.1A CN202010522734A CN111550031A CN 111550031 A CN111550031 A CN 111550031A CN 202010522734 A CN202010522734 A CN 202010522734A CN 111550031 A CN111550031 A CN 111550031A
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- China
- Prior art keywords
- stabilizing
- reinforcing
- climbing scaffold
- reinforcing frame
- wall
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention relates to the technical field of climbing scaffolds, and particularly discloses a system for stabilizing a climbing scaffold, which comprises a reinforcing frame arranged between two adjacent horizontal structural members, wherein a plurality of wall connecting rods are detachably arranged on the reinforcing frame, and the free ends of the wall connecting rods are connected with the climbing scaffold; the reinforcing frame may be assembled. According to the invention, the reinforcing frame is arranged between the horizontal structural members, the wall connecting rods are arranged on the reinforcing frame, and the free ends of the wall connecting rods are connected with the climbing scaffold, so that the reinforcing frame can be used as a new acting point of the climbing scaffold, and further, when buildings such as a layer jump, a staggered layer and a hollow building appear, the wall connecting rods on the reinforcing frame are connected with the climbing scaffold, the distance between adjacent wall connecting rods is ensured to be smaller than a specific value, such as 6 meters, and further, when the horizontal structural members such as a layer jump, a staggered layer and a hollow building appear, the scaffold does not face risks such as deformation and overturning during climbing.
Description
Technical Field
The invention relates to the technical field of climbing scaffolds, in particular to a system for stabilizing a climbing scaffold.
Background
High-rise building has appeared horizontal structure spare such as a lot of jumps the layer, staggered floor, cavity in order to satisfy planning requirement, user demand and reach the visual effect of standard new and new style for the distance between the adjacent twice of scaffold that climbs is greater than 6 meters, but when the scaffold that climbs met twice and is greater than 6 meters, had danger such as the support body warp easily, topples.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides a system for stabilizing a climbing scaffold, which can arrange the acting points of wall connecting rods on horizontal structural members such as a jump layer, a staggered layer, a hollow structure and the like, so that the distance between two adjacent wall connecting rods is smaller than a specific value, such as smaller than 6 meters.
In order to achieve the purpose, the invention adopts the following technical scheme:
a system for stabilizing a climbing scaffold comprises a plurality of reinforcing frames and a plurality of tension pieces, wherein the reinforcing frames and the tension pieces are arranged between two adjacent horizontal structural members;
a plurality of wall connecting rods are detachably arranged on the plurality of reinforcing frames, and the free ends of the wall connecting rods are connected with the climbing scaffold;
the two ends of the tension pieces are respectively detachably connected with the reinforcing frame and the horizontal structural piece at the lower layer, and/or respectively detachably connected with the suspended end of the wall connecting rod and the reinforcing frame above the wall connecting rod.
Preferably, the tension member comprises a steel wire rope and a telescopic rod; and two ends of the steel wire rope are respectively detachably connected with the reinforcing frame and the horizontal structural member at the lower layer.
Preferably, the tension member further comprises a telescopic rod, and two ends of the telescopic rod are detachably connected with the suspended end of the wall connecting rod and the reinforcing frame above the wall connecting rod respectively.
Preferably, a plurality of the reinforcing frames are arranged at intervals, and a protective net is further arranged between the reinforcing frames.
Preferably, the reinforcing frame comprises two sub-frames which are arranged in parallel, and the wall connecting rod is simultaneously fixed on the two sub-frames.
Preferably, the sub-frame comprises a plurality of steel upright columns which are spliced with one another, each steel upright column comprises a top plate, a bottom plate, an upright rod and a reinforcing piece, the upright rods are arranged between the top plate and the bottom plate and enclose a square body, the reinforcing piece is arranged in the square body along the height direction of the upright rods at intervals, and the reinforcing piece is connected with the upright rods.
Preferably, the steel upright post further comprises two symmetrical connecting plates, and the two connecting plates are respectively arranged on two opposite surfaces of the steel upright post;
a plurality of first connecting rods are connected between the two connecting plates.
Preferably, the connecting plate is provided with a plurality of first connecting holes, and the tension member is fixedly connected with the reinforcing frame through the first connecting holes.
Preferably, the reinforcing part comprises a plurality of second connecting rods which surround to form a square, and two ends of the plurality of second connecting rods are respectively fixed on the adjacent vertical rods.
Preferably, the top plate and the bottom plate are respectively provided with a plurality of second connecting holes, and the horizontal structural member on the lower layer is pre-embedded with a plurality of screws;
the bottom plate is fixed on the horizontal structural member of the lower layer through the second connecting hole and the screw rod;
the wall connecting rod penetrates through the wall connecting rod and the second connecting hole through a fixing piece to be fixed on the top plate.
Compared with the prior art, the invention has the beneficial effects that:
according to the invention, the reinforcing frame is arranged between the horizontal structural members, the wall connecting rods are arranged on the reinforcing frame, and the free ends of the wall connecting rods are connected with the climbing scaffold, so that the reinforcing frame can be used as a new acting point of the climbing scaffold, and further, when buildings such as a layer jump, a staggered layer and a hollow building appear, the wall connecting rods on the reinforcing frame are connected with the climbing scaffold, the distance between adjacent wall connecting rods is ensured to be smaller than a specific value, such as 6 meters, and further, when the horizontal structural members such as a layer jump, a staggered layer and a hollow building appear, the scaffold does not face risks such as deformation and overturning during climbing.
Drawings
The invention will now be further described with reference to the accompanying drawings and specific embodiments.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a side view of FIG. 1;
fig. 3 is a schematic structural view of the steel column of the present invention.
In the figure:
1. a reinforcing frame; 11. dividing the frame; 111. a steel upright post; 1111. erecting a rod; 1112. a top plate; 1113. a base plate; 1114. a reinforcement; 11141. a second connecting rod; 1115. a connecting plate; 1116. a first connecting rod;
2. a wire rope; 3. a protective net; 4. a wall connecting rod; 5. a horizontal structural member; 51. screw rod, 6, telescopic link.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are described herein for the purpose of illustration and explanation and not limitation.
As shown in fig. 1 to 3, the present embodiment discloses a system for stabilizing a climbing scaffold, which includes a plurality of reinforcing frames 1 and a plurality of tension members disposed between horizontal structural members 5; a plurality of wall connecting rods 4 are detachably arranged on the plurality of reinforcing frames 1, and the free ends of the wall connecting rods 4 are connected with a climbing scaffold; the reinforcing frame can be assembled;
one end of each of the tension members is connected with the reinforcing frame 1, and the other end of each of the tension members is detachably fixed on the horizontal structural member 5 on the lower layer.
The two ends of the plurality of tension members are respectively detachably connected with the reinforcing frame 1 and the horizontal structural member 5 at the lower layer, and/or are respectively detachably connected with the suspended end of the wall connecting rod 4 and the reinforcing frame 1 positioned above the wall connecting rod 4. Further, the tension member comprises a steel wire rope 2 and a telescopic rod 6; two ends of the steel wire rope 2 are respectively detachably connected with the reinforcing frame 1 and the horizontal structural member 4 at the lower layer, and two ends of the telescopic rod 6 are respectively detachably connected with the suspended end of the wall connecting rod 4 and the reinforcing frame 1 above the wall connecting rod 4.
This embodiment is through setting up reinforcing frame 1 between horizontal structure spare 5, set up even wall pole 4 on reinforcing frame 1, the free end that links wall pole 4 is connected with the scaffold frame that climbs, make reinforcing frame 1 can regard as the new impetus of scaffold frame that climbs, and then when jumping the layer, the staggered floor, during buildings such as cavity, even wall pole 4 on the reinforcing frame 1 with the scaffold frame that climbs are connected, guarantee that adjacent even distance between the wall pole 4 is less than the specified value, if 6 meters, and then prevent to appear jumping the layer, the staggered floor, during horizontal structure spare such as cavity, the scaffold frame that climbs can not face risks such as deformation, topple. The arrangement of the tension member enables the reinforcing frame 1 to be more stably installed on the horizontal structural member 5 at the lower layer.
In this embodiment, a plurality of the reinforcing frames 1 are arranged at intervals, and a protective net 3 is further arranged between the reinforcing frames 1; spaced reinforcing frames 1 are provided to suit the size of the climbing scaffolding. In the embodiment, the protective net 3 is formed by welding a plurality of crossed steel pipes,
as shown in fig. 2, the wall-connecting rod 4 in this embodiment may be fixed to the top end of the reinforcing frame 1 and/or between the top end and the bottom end of the reinforcing frame 1.
In this embodiment, the reinforcing frame 1 includes two sub-frames 11 arranged in parallel, and the wall connecting rod 4 is fixed to the two sub-frames 11 at the same time.
As shown in FIG. 3, the sub-rack 11 comprises a plurality of steel upright posts 111 spliced with each other, the steel upright posts 111 comprise a top plate 1112, a bottom plate 1113, upright posts 1111 arranged between the top plate 1112 and the bottom plate 1113 and enclosing a square body, and reinforcing members 1114 arranged in the square body at intervals along the height direction of the upright posts 1111, wherein the reinforcing members 1114 are connected with the upright posts 1111.
The steel upright column 111 further comprises two symmetrical connecting plates 1115, and the two connecting plates 1115 are respectively arranged on two opposite surfaces of the steel upright column 111; a plurality of first connecting rods 1116 are connected between the two connecting plates 1115.
The connecting plate 1115 is provided with a plurality of first connecting holes, and the tension piece is fixedly connected with the reinforcing frame 1 through the first connecting holes.
The reinforcing member 1114 comprises a plurality of second connecting rods 11141 which enclose a square, and two ends of the plurality of second connecting rods 11141 are respectively fixed on the adjacent upright 1111.
A plurality of second connecting holes are respectively formed in the top plate 1112 and the bottom plate 1113, and a plurality of screws 51 are embedded in the horizontal structural component 5 at the lower layer; the bottom plate 1113 is fixed on the horizontal structural member 5 at the lower layer through the second connecting hole and the screw 51; the wall connecting rod 4 is fixed on the top plate 1112 by a fixing member passing through itself and the second connecting hole.
In this embodiment, the upright 1111 is an angle iron; the first connecting rod 1116 and the second connecting rod 11141 are steel pipes, and the top plate 1112, the bottom plate 1113 and the connecting plate 1115 are thick steel plates.
In this embodiment, the sub-frame 11 includes a plurality of steel columns 111, and the number of the steel columns 111 can be determined according to the distance between the horizontal structural members 5. Between adjacent steel upright 111, bottom plate 1113 of steel upright 111 at the upper end abuts against top plate 1112 of steel upright 111 at the lower end, and the steel upright 111 can be spliced by passing through the second connecting hole through a connecting member such as a bolt. Further, when the wall connecting rod 4 is connected between the top end and the lower end of the reinforcing frame 1, the wall connecting rod 4 can be placed on the bottom plate 1113 of the upper steel upright 111, and the adjacent steel uprights 111 can be spliced and the wall connecting rod 4 can be fixed by passing fixing members (such as bolts, backing plates and the like) such as bolts through the body of the wall connecting rod 4, the bottom plate 1113 of the upper steel upright 111 and the top plate 1112 of the lower steel upright 111 at one time.
In this embodiment, the lower level pre-buried screw rod 51 on the horizontal structure 5 is used for fixed reinforcement frame 1, still is used for fixed wire rope, and screw rod 51 is passed through to wire rope's one end and is fixed on the lower level horizontal structure 5 is last, and the other end passes first connecting hole and is connected with reinforcement frame 1 for when even wall pole 4 is used in reinforcement frame 1, wire rope can execute a reinforcing frame 1 pulling force, and then guarantees the steadiness of reinforcement frame 1, prevents that reinforcement frame 1 from collapsing.
In this embodiment, the two parallel sub-frames 11 of the reinforcing frame 1 are arranged, so that the wall connecting rod 4 is fixed on the parallel sub-frames 11 at the same time, the acting point of the wall connecting rod 4 can be strengthened, and the stability of the climbing scaffold can be strengthened. The arrangement of the first connecting rod 1116 and the second connecting rod 11141 strengthens the stability of the whole structure of the steel upright 111, and ensures the safety performance of the steel upright 111.
In this embodiment, the wall connecting rod 4 is an adjustable pull rod.
In the embodiment, the reinforcing frame 1 and the horizontal structural member 5, the tension member and the reinforcing frame 1 and the horizontal structural member 5, the steel upright post 111 and the steel upright post 111, the wall connecting rod 4 and the reinforcing frame 1 and the like are detachably connected, and the steel upright post 111 has a simple structural form and light dead weight, so that the steel upright post 111 can be rotated and used, and restriction is saved; the steel upright 111 has simple structure and low processing and manufacturing difficulty, and can be used for multiple times by one-time processing and manufacturing.
The embodiment provides a convenient, swift, simple structure, application range are wide, can have enough to meet the need of installation dismantlement, and the specification is more unified moreover, and factor of safety is high, and the system that provides the safety guarantee that can be better has remedied a great deal of drawback of traditional technology, has reduced the input of construction's manpower, material resources simultaneously, has reduced construction cost's regularization anchorage device.
The too big superelevation region of distance between the wall pole 4 is caused because of the loss of building horizontal structure 5 to this embodiment application, and steel stand 111 improves the overall stability of scaffold that climbs as the fulcrum of wall pole 4 even, solves the problem that the support body that causes because of even the too big distance between the wall pole 4 warp, topples, makes the application scope of scaffold that climbs wider.
The present invention is not limited to the above-described embodiments, and various changes and modifications of the present invention are intended to be included within the scope of the claims and the equivalent technology of the present invention if they do not depart from the spirit and scope of the present invention.
Claims (10)
1. A system for stabilizing a climbing scaffold is characterized by comprising a plurality of reinforcing frames and a plurality of tension members, wherein the reinforcing frames and the tension members are arranged between two adjacent horizontal structural members;
a plurality of wall connecting rods are detachably arranged on the plurality of reinforcing frames, and the free ends of the wall connecting rods are connected with the climbing scaffold;
the two ends of the tension pieces are respectively detachably connected with the reinforcing frame and the horizontal structural piece at the lower layer, and/or respectively detachably connected with the suspended end of the wall connecting rod and the reinforcing frame above the wall connecting rod.
2. The system for stabilizing a climbing scaffold according to claim 1, wherein said tension member comprises a wire rope; and two ends of the steel wire rope are respectively detachably connected with the reinforcing frame and the horizontal structural member at the lower layer.
3. The system for stabilizing a climbing scaffold according to claim 2, wherein the tension member further comprises a telescopic rod, both ends of which are detachably connected to the free end of the wall-connecting rod and the reinforcing frame above the wall-connecting rod, respectively.
4. The system for stabilizing a climbing scaffold according to claim 1, wherein a plurality of the reinforcing frames are spaced apart from each other, and a protective net is further disposed between the reinforcing frames.
5. A system for stabilizing a climbing scaffold according to claim 1, wherein said reinforcement frame comprises two side-by-side sub-frames, said wall-connecting rod being fixed to both of said sub-frames.
6. The system for stabilizing a climbing scaffold according to claim 5, wherein the sub-frame comprises a plurality of steel uprights spliced with each other, the steel uprights comprise a top plate, a bottom plate, uprights arranged between the top plate and the bottom plate and enclosing a square body, and reinforcing members arranged in the square body at intervals along the height direction of the uprights, and the reinforcing members are connected with the uprights.
7. The system for stabilizing a climbing scaffold according to claim 6, wherein said steel upright further comprises two symmetrical connection plates, said two connection plates being respectively disposed on two opposite faces of said steel upright;
a plurality of first connecting rods are connected between the two connecting plates.
8. The system for stabilizing a climbing scaffold according to claim 7, wherein the connecting plates are provided with a plurality of first connecting holes through which the tension members are fixedly connected to the reinforcing frame.
9. The system for stabilizing a climbing scaffold according to claim 6, wherein said reinforcement comprises a plurality of second connecting rods enclosing a square, and both ends of said plurality of second connecting rods are respectively fixed to the adjacent vertical rods.
10. The system for stabilizing a climbing scaffold according to claim 6, wherein the top plate and the bottom plate are respectively provided with a plurality of second connecting holes, and a plurality of screws are embedded in the horizontal structural members of the lower layer;
the bottom plate is fixed on the horizontal structural member of the lower layer through the second connecting hole and the screw rod;
the wall connecting rod penetrates through the wall connecting rod and the second connecting hole through a fixing piece to be fixed on the top plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010522734.1A CN111550031A (en) | 2020-06-10 | 2020-06-10 | System for stabilizing climbing scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010522734.1A CN111550031A (en) | 2020-06-10 | 2020-06-10 | System for stabilizing climbing scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111550031A true CN111550031A (en) | 2020-08-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010522734.1A Pending CN111550031A (en) | 2020-06-10 | 2020-06-10 | System for stabilizing climbing scaffold |
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| Country | Link |
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| CN (1) | CN111550031A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216591A (en) * | 2021-05-13 | 2021-08-06 | 中建一局集团建设发展有限公司 | Climbing formwork climbing auxiliary steel structure and construction method thereof |
-
2020
- 2020-06-10 CN CN202010522734.1A patent/CN111550031A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216591A (en) * | 2021-05-13 | 2021-08-06 | 中建一局集团建设发展有限公司 | Climbing formwork climbing auxiliary steel structure and construction method thereof |
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