CN114941424A - Hanging basket structure without balance weight and construction method thereof - Google Patents

Hanging basket structure without balance weight and construction method thereof Download PDF

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Publication number
CN114941424A
CN114941424A CN202210470044.5A CN202210470044A CN114941424A CN 114941424 A CN114941424 A CN 114941424A CN 202210470044 A CN202210470044 A CN 202210470044A CN 114941424 A CN114941424 A CN 114941424A
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CN
China
Prior art keywords
wire rope
damper
steel wire
hanging basket
counterweight
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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.)
Pending
Application number
CN202210470044.5A
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Chinese (zh)
Inventor
郭晖
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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Publication date
Application filed by China Construction Eighth Engineering Division Co Ltd filed Critical China Construction Eighth Engineering Division Co Ltd
Priority to CN202210470044.5A priority Critical patent/CN114941424A/en
Publication of CN114941424A publication Critical patent/CN114941424A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/34Mobile scaffolds; Scaffolds with mobile platforms characterised by supporting structures provided on the roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • E04G3/32Hoisting devices; Safety devices
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/041Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffolds on roof frameworks or on roofs

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention relates to a hanging basket structure without a balance weight and a construction method thereof, wherein the hanging basket structure without the balance weight comprises the following steps: the embedded part is embedded in the concrete structure of the inclined roof and partially protrudes outwards; the damper is arranged on the protruding part of the embedded part; the roller wheels are rotatably arranged at the edge of the inclined roof; one end of the steel wire rope is arranged on the damper, and the other end of the steel wire rope bypasses the roller and extends towards the direction close to the ground; and the hanging basket is fixed at one end of the steel wire rope close to the ground. The invention effectively solves the problem that the inclined roof is difficult to install the hanging basket for construction, does not need to use a balancing weight, can be stably installed on the inclined roof, improves the construction progress, ensures the construction safety, reduces the construction cost, has simple structure and is easy to realize.

Description

Hanging basket structure without balance weight and construction method thereof
Technical Field
The invention relates to the field of building construction, in particular to a hanging basket structure without a balance weight and a construction method thereof.
Background
At present, along with economic development, population increase, residential building construction is increasing more and more, and people are except the demand to the security quality, and the pleasing to the eye of building also is one of the condition of selection, but the roofing problem of leaking that can greatly reduced of oblique roofing structure, and the form is pleasing to the eye, accords with masses 'aesthetic pursuit, but the hanging flower basket construction of oblique roofing residential building is comparatively difficult, and traditional hanging flower basket is support, balancing weight structure, and there is the problem that can't installing support and balancing weight to the roofing to one side.
Disclosure of Invention
The invention aims to overcome the defects of the prior art, provides a hanging basket structure without a balance weight and a construction method thereof, solves the problem that the hanging basket is difficult to install on an inclined roof for construction, can be stably installed on the inclined roof without using a balance weight, improves the construction progress, ensures the construction safety, reduces the construction cost, has a simple structure and is easy to realize.
The technical scheme for realizing the purpose is as follows:
the invention provides a hanging basket structure without counterweight, comprising:
the embedded part is embedded in the concrete structure of the inclined roof and partially protrudes outwards;
the damper is arranged on the protruding part of the embedded part;
the roller wheels are rotatably arranged at the edge of the inclined roof;
one end of the steel wire rope is arranged on the damper, and the other end of the steel wire rope bypasses the roller and extends towards the direction close to the ground; and
and the hanging basket is fixed at one end of the steel wire rope, which is close to the ground.
The invention provides a hanging basket structure without counter weight, wherein a damper is arranged between a steel wire rope and an embedded part, the damper can reduce the tension on the embedded part when the hanging basket moves up and down and stops suddenly, and ensures the connection stability of the embedded part.
The hanging basket structure without the counter weight is further improved in that the hanging basket structure further comprises a sleeve which is embedded in the position, close to the edge, of the inclined roof and is vertically arranged, and a fixing block fixed on the inner wall of the sleeve, wherein the roller is located in the sleeve and is rotatably connected to the fixing block, and the end portion, corresponding to the steel wire rope, of the steel wire rope bypasses the roller and penetrates through the sleeve to extend towards the direction close to the ground.
The hanging basket structure without the counter weight is further improved in that the embedded part comprises a fixed pipe embedded in the concrete structure, an anchor rod screwed to the fixed pipe and partially protruding out of the concrete structure, and a fixed ring formed on the protruding part of the anchor rod, and the fixed ring is rotatably connected with the damper.
The hanging basket structure without the balance weight is further improved in that a first pull ring is formed at the end part, corresponding to the fixing ring, of the damper, and the damper is connected with the embedded part in a rotating mode through buckling connection of the first pull ring and the fixing ring.
The hanging basket structure without the counterweight is further improved in that a second pull ring is formed at one end, close to the steel wire rope, of the damper, and the part, close to the damper, of the steel wire rope penetrates through the second pull ring and is fixedly connected with the part, not penetrating through the second pull ring, of the steel wire rope, so that the steel wire rope is connected to the second pull ring in a buckled mode.
The hanging basket structure without the counterweight is further improved in that the part of the steel wire rope, which penetrates through the second pull ring, is fixedly connected with the part of the steel wire rope, which does not penetrate through the second pull ring, through the anchor bolt.
The invention further improves the structure of the hanging basket without the counterweight, and the damper is a high-strength tensile buffering damper.
The invention further improves the structure of the hanging basket without the balance weight, and the hanging basket without the balance weight further comprises a winch fixed on the hanging basket, wherein the part of the steel wire rope close to the hanging basket is wound on the winch, and the steel wire rope is released or wound by starting the winch, so that the hanging basket is driven to descend or ascend.
The hanging basket structure without the counter weight is further improved in that a clamping groove is formed in the surface of the roller, and the steel wire rope is clamped in the clamping groove.
The invention also provides a construction method of the counterweight-free hanging basket structure, which comprises the following steps:
providing an embedded part and a damper, embedding the embedded part in a concrete structure of an inclined roof, and installing the damper on the exposed part of the embedded part;
providing a roller and a steel wire rope, rotatably installing the roller at the edge of the inclined roof, installing one end of the steel wire rope at the damper, and enabling the other end of the steel wire rope to bypass the roller and extend towards the direction close to the ground;
and providing a hanging basket, and fixing the hanging basket on the end part of the steel wire rope close to the ground.
Drawings
FIG. 1 is a schematic view of the structure of the hanging basket without counterweight according to the present invention.
FIG. 2 is an enlarged schematic view of an embedded part in the counterweight-free hanging basket structure.
FIG. 3 is an enlarged view of the roller part of the basket structure without counterweight.
Detailed Description
The invention is further described with reference to the following figures and specific examples.
Referring to fig. 1, the invention provides a hanging basket structure without counterweight and a construction method thereof, a damper is arranged between a steel wire rope and an embedded part, the damper can reduce the tension of the hanging basket on the embedded part when the hanging basket moves up and down and stops suddenly, and ensure the connection stability of the embedded part, in addition, the steel wire rope extends towards the direction of the ground through a roller, the roller can avoid the safety accident caused by the damage of the steel wire rope due to the overlarge friction of the contact surface of the steel wire rope and an inclined roof, the problem that the hanging basket is difficult to install on the inclined roof for construction is solved, a balancing weight is not needed, the hanging basket structure can be stably installed on the inclined roof, the construction progress is improved, the construction safety is ensured, the construction cost is reduced, the structure is simple, and the realization is easy. The invention is described below with reference to the accompanying drawings.
Referring to fig. 1, fig. 1 is a schematic view illustrating a using state of a non-counterweight hanging basket structure of the present invention. The structure of the hanging basket without counterweight of the invention is described in the following with reference to fig. 1.
As shown in FIG. 1, the invention relates to a hanging basket structure without counterweight, which comprises:
an embedded part 11 which is embedded in the concrete structure 22 of the inclined roof 21 and partially protrudes outwards;
a damper 12 mounted to a protruding portion of the embedment 11;
a roller 132 rotatably installed at the edge of the sloping roof 21;
a wire rope 14 having one end mounted to the damper 12, and the other end of the wire rope 14 passing around the roller 132 and extending in a direction close to the ground; and
and a basket 15 fixed to the end of the wire rope 14 near the ground.
Preferably, damper 12 is a high strength tensile cushion damper.
As a preferred embodiment of the present invention, referring to fig. 3, the present invention further includes a sleeve 13 pre-buried at a position close to the edge of the sloping roof 21 and vertically disposed, and a fixing block 131 fixed on the inner wall of the sleeve 13, wherein a roller 132 is disposed in the sleeve 13 and rotatably connected to the fixing block 131, and a corresponding end of the cable 14 passes around the roller 132 and penetrates through the sleeve 13 to extend toward the ground.
Further, as shown in fig. 2, the embedment member 11 includes a stationary pipe 111 buried in the concrete structure 22, an anchor rod 112 screwed to the stationary pipe 111 and partially protruding out of the concrete structure 22, and a fixing ring 113 formed at a protruding portion of the anchor rod 112, the fixing ring 113 being rotatably connected to the damper 12.
Specifically, a first pull ring 121 is formed at an end of the damper 12 corresponding to the fixed ring 113, and the damper 12 is connected to the fixed ring 113 in a fastening manner through the first pull ring 121, so that the damper 12 is rotatably connected to the embedded part 11.
Furthermore, a second pull ring 122 is formed at one end of the damper 12 close to the steel wire rope 14, and a portion of the steel wire rope 14 close to the damper 12 penetrates through the second pull ring 122 and is fixedly connected with a portion of the steel wire rope 14 which does not penetrate through the second pull ring 122, so that the steel wire rope 14 is buckled and connected to the second pull ring 122, and even if deviation occurs when the embedded part 11 is embedded, the tensile force of the steel wire rope 14 can vertically act on the damper 12 through a buckling connection mode.
Preferably, the portion of the steel cable 14 passing through the second pull ring 122 and the portion of the steel cable 14 not passing through the second pull ring 122 are fixedly connected by an anchor bolt 141.
Furthermore, the lifting device also comprises a winch fixed on the hanging basket 15, the part of the steel wire rope 14 close to the hanging basket 15 is wound on the winch, and the winch is started to release or wind the steel wire rope 14, so that the hanging basket 15 is driven to descend or ascend.
Furthermore, a clamping groove is formed in the surface of the roller 132, and the steel wire rope 14 is clamped in the clamping groove to prevent the steel wire rope 14 from being staggered from the surface of the roller 132.
The specific implementation method of the invention is as follows:
embedding a fixed pipe 111 in the concrete structure 22 at the top of the inclined roof 21, screwing an anchor rod 112 into the fixed pipe, and buckling a first pull ring 121 of the damper 12 with a fixed ring 113 at the exposed end of the anchor rod 112, so that the damper 12 is rotatably connected with the anchor rod 112;
one end of the steel wire rope 14 passes through the second pull ring 122, the part of the steel wire rope 14 passing through the second pull ring 122 is overlapped with the part of the steel wire rope not passing through the second pull ring 122 and is fixedly connected by using an anchor bolt 141, so that the corresponding end part of the steel wire rope 14 is buckled and connected with the second pull ring 122, namely, the rotation connection is realized, and the tensile force of the steel wire rope 14 can be ensured to vertically act on the damper 12;
the other end of the wire rope 14 is wound around the roller 132, then passes through the sleeve 13 and is wound on the winch, the winch is fixed on the basket 15, the winch is started to release or wind the wire rope 14, and therefore the basket descends or ascends, the wire rope 14 is clamped in the clamping groove, and the wire rope 14 can be prevented from being staggered from the surface of the roller 132.
The invention also provides a construction method of the counterweight-free hanging basket structure, which comprises the following steps:
providing an embedded part 11 and a damper 12, partially embedding the embedded part 11 in a concrete structure 22 of an inclined roof 21, and installing the damper 12 on the exposed part of the embedded part 11;
providing a roller 132 and a steel wire rope 14, rotatably installing the roller 132 at the edge of the inclined roof 21, installing one end of the steel wire rope 14 on the damper 12, and enabling the other end of the steel wire rope 14 to pass around the roller 132 and extend towards the direction close to the ground;
a basket is provided and a basket 15 is fixed to the end of the wire rope 14 near the ground.
The concrete operation mode of the construction method provided by the invention is as follows:
embedding a fixed pipe 111 in the concrete structure 22 at the top of the inclined roof 21, screwing an anchor rod 112 into the fixed pipe, and buckling a first pull ring 121 of the damper 12 with a fixed ring 113 at the exposed end of the anchor rod 112, so that the damper 12 is rotatably connected with the anchor rod 112;
one end of the steel wire rope 14 passes through the second pull ring 122, the part of the steel wire rope 14 passing through the second pull ring 122 is overlapped with the part of the steel wire rope not passing through the second pull ring 122 and is fixedly connected by using an anchor bolt 141, so that the corresponding end part of the steel wire rope 14 is buckled and connected with the second pull ring 122, namely, the rotation connection is realized, and the tensile force of the steel wire rope 14 can be ensured to vertically act on the damper 12;
the other end of the wire rope 14 is wound around the roller 132, then passes through the sleeve 13 and is wound on the winch, the winch is fixed on the basket 15, the winch is started to release or wind the wire rope 14, and therefore the basket descends or ascends, the wire rope 14 is clamped in the clamping groove, and the wire rope 14 can be prevented from being staggered from the surface of the roller 132.
While the present invention has been described in detail and with reference to the embodiments thereof as illustrated in the accompanying drawings, it will be apparent to one skilled in the art that various changes and modifications can be made therein. Therefore, certain details of the embodiments are not to be interpreted as limiting, and the scope of the invention is to be determined by the appended claims.

Claims (10)

1. A counterweight-free hanging basket structure is characterized by comprising:
the embedded part is embedded in the concrete structure of the inclined roof and partially protrudes outwards;
the damper is arranged on the protruding part of the embedded part;
the roller is rotatably arranged at the edge of the inclined roof;
one end of the steel wire rope is mounted on the damper, and the other end of the steel wire rope rounds the roller and extends towards the direction close to the ground; and
and the hanging basket is fixed at one end of the steel wire rope, which is close to the ground.
2. The hanging basket structure without the counterweight as claimed in claim 1, further comprising a sleeve pipe which is pre-buried at the position close to the edge of the inclined roof and is vertically arranged, and a fixing block fixed on the inner wall of the sleeve pipe, wherein the roller wheel is positioned in the sleeve pipe and is rotatably connected to the fixing block, and the end part corresponding to the steel wire rope bypasses the roller wheel and penetrates through the sleeve pipe to extend towards the direction close to the ground.
3. The basket structure without counterweight according to claim 1, wherein the embedded part comprises a fixed pipe buried in the concrete structure, an anchor rod screwed to the fixed pipe and partially protruding out of the concrete structure, and a fixed ring formed at a protruding portion of the anchor rod, the fixed ring being rotatably connected to the damper.
4. The basket structure without counterweight as claimed in claim 3, wherein the damper has a first pull ring formed at an end corresponding to the fixing ring, and the damper is connected to the fixing ring by the first pull ring in a snap-fit manner, so that the damper is rotatably connected to the embedded part.
5. The basket structure without counterweight as claimed in claim 1, wherein a second pull ring is formed at an end of the damper adjacent to the wire rope, and a portion of the wire rope adjacent to the damper passes through the second pull ring and is fixedly connected with a portion of the wire rope not passing through the second pull ring, so that the wire rope is snap-connected to the second pull ring.
6. The basket structure without counterweight as claimed in claim 5, wherein the portion of the wire rope passing through the second pull ring is fixedly connected with the portion of the wire rope not passing through the second pull ring by an anchor bolt.
7. The basket structure without counterweight of claim 1, wherein the damper is a high-strength tensile buffer damper.
8. The basket structure without counterweight as claimed in claim 1, further comprising a winch fixed to the basket, wherein a portion of the wire rope near the basket is wound on the winch, and the basket is lowered or raised by releasing or winding the wire rope by activating the winch.
9. The hanging basket structure without counterweight as claimed in claim 1, wherein the surface of the roller is provided with a slot, and the steel wire rope is clamped in the slot.
10. A construction method of a basket structure without a weight according to claim 1, comprising the steps of:
providing the embedded part and the damper, embedding the embedded part in the concrete structure of the inclined roof, and installing the damper on the exposed part of the embedded part;
providing the idler wheel and the steel wire rope, rotatably installing the idler wheel at the edge of the inclined roof, installing one end of the steel wire rope at the damper, and enabling the other end of the steel wire rope to bypass the idler wheel and extend towards the direction close to the ground;
and providing the hanging basket, and fixing the hanging basket on the end part of the steel wire rope close to the ground.
CN202210470044.5A 2022-04-28 2022-04-28 Hanging basket structure without balance weight and construction method thereof Pending CN114941424A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210470044.5A CN114941424A (en) 2022-04-28 2022-04-28 Hanging basket structure without balance weight and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210470044.5A CN114941424A (en) 2022-04-28 2022-04-28 Hanging basket structure without balance weight and construction method thereof

Publications (1)

Publication Number Publication Date
CN114941424A true CN114941424A (en) 2022-08-26

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Application Number Title Priority Date Filing Date
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107558723A (en) * 2017-09-07 2018-01-09 上海同济建设有限公司 A kind of method that Sloping roof is made and installed with hanging basket suspension frame
CN108385960A (en) * 2018-03-12 2018-08-10 刘爱华 A kind of building hanging basket anti-shake damping device
CN110397261A (en) * 2019-08-01 2019-11-01 中天建设集团有限公司 A kind of overhanging eaves gutter Sloping roof hanging basket installation method
CN211572523U (en) * 2020-01-10 2020-09-25 广东博智林机器人有限公司 Lifting carrying device and outer wall surface operation system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107558723A (en) * 2017-09-07 2018-01-09 上海同济建设有限公司 A kind of method that Sloping roof is made and installed with hanging basket suspension frame
CN108385960A (en) * 2018-03-12 2018-08-10 刘爱华 A kind of building hanging basket anti-shake damping device
CN110397261A (en) * 2019-08-01 2019-11-01 中天建设集团有限公司 A kind of overhanging eaves gutter Sloping roof hanging basket installation method
CN211572523U (en) * 2020-01-10 2020-09-25 广东博智林机器人有限公司 Lifting carrying device and outer wall surface operation system

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