CN114109008A - Integral jump-layer climbing device and using method thereof - Google Patents
Integral jump-layer climbing device and using method thereof Download PDFInfo
- Publication number
- CN114109008A CN114109008A CN202111316750.6A CN202111316750A CN114109008A CN 114109008 A CN114109008 A CN 114109008A CN 202111316750 A CN202111316750 A CN 202111316750A CN 114109008 A CN114109008 A CN 114109008A
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- Prior art keywords
- climbing
- layer
- detachably connected
- jump
- hanging seat
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- 230000009194 climbing Effects 0.000 title claims abstract description 87
- 238000000034 method Methods 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 32
- 239000010959 steel Substances 0.000 claims description 32
- 238000003466 welding Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 13
- 239000000463 material Substances 0.000 description 6
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
Images
Classifications
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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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
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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
-
- 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
-
- 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
- E04G5/16—Struts or stiffening rods, e.g. diagonal rods
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to an integral skip-floor climbing device and a using method thereof, wherein the device comprises a scaffold body, a climbing rail and a skip-floor device, wherein the climbing rail is vertically arranged along the outer wall of a building and is fixedly connected with an embedded part hanging seat; the skip-layer device is detachably arranged at the bottom of the climbing track; the scaffold body is limited on the climbing rail and can slide along the extending direction of the climbing rail; the skip layer device comprises a base, a vertical rod and a jacking support which are fixedly connected in sequence from bottom to top, and the base is detachably connected with the building structure floor slab; the vertical rod is provided with at least two inclined strut members, and the inclined strut members are detachably connected with the climbing track; the upper surface of the top support is detachably connected with the embedded part hanging seat, and the side surface of the top support is detachably connected with the climbing track. When the length of the climbing track does not meet the requirement of floor construction, the jump-level device is adopted to connect the tail end of the climbing track, so that conditions are provided for the scaffold body to continuously climb.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to an integral jump-layer climbing device and a using method thereof.
Background
Along with the rapid development of economy, the building construction technology is continuously improved, the integral lifting scaffold is widely applied to the construction of super high-rise buildings, high-altitude operation is changed into low-altitude operation, suspended operation is changed into operation inside the scaffold body, and the scaffold has the characteristics of safety, economy and convenience. In recent years, some nonstandard floors beyond a certain height inevitably appear in super high-rise buildings, the length of the track of the integral lifting scaffold is limited by the length of the H-shaped steel, generally 9-12 m, if the use of the nonstandard floors beyond the certain height is required, the track needs to be manufactured separately, and the manufacturing cost is high.
Therefore, a technical problem to be solved by those skilled in the art is how to provide an overall jump-rise climbing device and a method for using the same, which can meet the requirement of the construction of an integral lifting scaffold on a floor with a special height and can reduce the material consumption to the maximum extent.
Disclosure of Invention
The invention provides an overall jump-layer climbing device and a using method thereof, and aims to solve the technical problems.
In order to solve the above technical problems, the present invention provides an integral jump-layer climbing device, which comprises a scaffold body, a climbing rail and a jump-layer device,
the climbing rail is vertically arranged along the outer wall of the building and is fixedly connected with the embedded part hanging seat;
the skip-layer device is detachably arranged at the bottom of the climbing track;
the scaffold body is limited on the climbing rail and can slide along the extending direction of the climbing rail;
the skip layer device comprises a base, a vertical rod and a jacking support which are fixedly connected in sequence from bottom to top, and the base is detachably connected with the building structure floor slab; the vertical rod is provided with at least two inclined strut members, and the inclined strut members are detachably connected with the climbing track; the upper surface of the top support is detachably connected with the embedded part hanging seat, and the side surface of the top support is detachably connected with the climbing track.
Preferably, the top support is assembled by welding an upper layer of steel plate and a lower layer of steel plate and double H-shaped steel positioned between the two layers of steel plates, a cross brace component is further fixed between the two layers of steel plates, the steel plate positioned on the upper layer is detachably connected with the embedded part hanging seat, and the free end of the cross brace component is detachably connected with the climbing track.
Preferably, the vertical rod is made of H-shaped steel, and the vertical rod is welded and fixed with the steel plate positioned on the lower layer and the base.
Preferably, the steel plate on the upper layer is detachably connected with the embedded hanging seat through an embedded part or an expansion bolt on the embedded hanging seat; the base is detachably connected with the building structure floor through embedded parts or expansion bolts on the building structure floor; the cross brace component and the inclined brace component are detachably connected with the climbing rail through embedded parts or expansion bolts on the climbing rail respectively.
Preferably, the inclined strut members are distributed up and down and have different inclination directions.
The invention also provides a use method of the integral skip-layer climbing device, a building comprises a standard layer with consistent layer height and a non-standard layer with layer height higher than that of the standard layer, and for the standard layer, the embedded part hanging seat is connected with the building structure floor; for a non-standard layer, the base is connected with the building structure floor slab, the jacking is connected with the embedded part hanging seat, and the vertical rod and the jacking are connected with the climbing track.
Compared with the prior art, the integral jump-layer climbing device and the use method thereof provided by the invention have the following advantages:
1. if a standard layer with consistent layer height and a non-standard layer with layer height higher than the standard layer are included in the building, the lifting of the scaffold body can be realized by directly using the fixed climbing rail aiming at the standard layer; for the non-standard layer, the jump layer device can be arranged at the bottom of the climbing track, and can provide horizontal constraint for the climbing track under the condition of lifting the climbing track to a certain height, so that the construction of the non-standard layer is ensured, and the jump layer device can be repeatedly utilized, thereby reducing the consumption of materials and lowering the cost;
2. the whole skip layer device is formed by welding and combining steel materials, has enough rigidity and stability, and can meet the requirement of the scaffold body on construction of a non-standard layer.
Drawings
FIG. 1 is a schematic diagram of an application of an overall jump-layer climbing device (standard layer) according to an embodiment of the present invention;
FIG. 2 is a schematic diagram of an application of the integral jump-layer climbing device (non-standard layer) according to an embodiment of the present invention;
FIG. 3 is a front view of a jump layer apparatus according to an embodiment of the present invention;
fig. 4 is a side view of a jump layer apparatus in accordance with an embodiment of the present invention.
In the figure: 01-embedded part hanging seat, 02-building structure floor slab, 10-scaffold body, 20-climbing track, 30-jumping device, 31-base, 32-vertical rod, 33-top support, 34-diagonal member, 35-steel plate, 36-double H-shaped steel and 37-cross member.
Detailed Description
In order to more thoroughly express the technical scheme of the invention, the following specific examples are listed to demonstrate the technical effect; it is emphasized that these examples are intended to illustrate the invention and are not to be construed as limiting the scope of the invention.
The invention provides an integral jump-rise climbing device, as shown in fig. 1 to 4, comprising a scaffold body 10, a climbing rail 20 and a jump-rise device 30,
the climbing rail 20 is vertically arranged along the outer wall of the building and is fixedly connected with the embedded part hanging seat 01, and the embedded part hanging seat 01 can be used for connecting and supporting the building and the climbing rail 20.
The jump-layer device 30 is detachably mounted at the bottom of the climbing rail 20, as shown in fig. 1 and fig. 2, in a building, a standard layer with a consistent layer height and a non-standard layer with a layer height higher than the standard layer height may be included, and for the construction of the standard layer, the climbing rail 20 may be directly and fixedly connected with the building (building structure floor 02) without mounting the jump-layer device 30; for the construction of the non-standard layer, the jump-layer device 30 is installed at the bottom of the climbing rail 20, and the climbing rail 20 is lifted and fixedly connected with the building (building structure floor 02) through the jump-layer device 30. Therefore, only one climbing rail 20 is required to be manufactured according to the floor height of the standard floor, and then one jump-level device 30 is manufactured according to the non-standard floor with the highest floor height, so that the height of the climbing rail 20 meeting the floors with all floor heights can be obtained through combined use, the climbing rail 20 meeting the floors with all floor heights is not required to be manufactured, and the material consumption in the construction process is reduced to the maximum extent.
The scaffold body 10 is limited on the climbing rail 20 and can slide along the extending direction of the climbing rail 20, and the normal use of the scaffold body 10 is not affected by the installation and the disassembly of the jump-layer device 30.
Specifically, the jump layer device 30 comprises a base 31, a vertical rod 32 and a top support 33 which are fixedly connected in sequence from bottom to top, wherein the base 31 is detachably connected with the building structure floor 02; at least two inclined strut members 34 are arranged on the vertical rod 32, and the inclined strut members 34 are detachably connected with the climbing rail 20; the upper surface of the top support 33 is detachably connected with the embedded part hanging seat 01, and the side surface is detachably connected with the climbing rail 20. The structure can ensure that the skip-floor device 30 can provide enough vertical support and horizontal constraint for the climbing rail 20, ensure the overall stability of the connection area and further ensure the safety and reliability of scaffold construction.
Preferably, please refer to fig. 3 and 4, wherein the top support 33 is assembled by welding an upper steel plate 35 and a lower steel plate 35 and a double H-shaped steel 36 between the two steel plates 35, a cross brace member 37 is further fixed between the two steel plates 35, the steel plate 35 on the upper layer is detachably connected with the embedded part hanging seat 01, and a free end of the cross brace member 37 is detachably connected with the climbing rail 20; the vertical rod 32 is made of H-shaped steel, and the vertical rod 32 is welded and fixed with the steel plate 35 and the base 31 which are positioned on the lower layer. The whole skip-floor device 30 is formed by welding and combining steel materials, has sufficient rigidity and stability, and can meet the requirement of the scaffold body 10 on construction of a non-standard floor.
Preferably, with continuing reference to fig. 3 and 4, the steel plate 35 on the upper layer is detachably connected to the embedded hanging seat 01 through an embedded part or an expansion bolt on the embedded hanging seat 01; the base 31 is detachably connected with the building structure floor 02 through embedded parts or expansion bolts on the building structure floor 02; the cross brace member 37 and the diagonal brace member 34 are detachably connected with the climbing rail 20 through embedded parts or expansion bolts on the climbing rail 20, and only connecting holes are reserved at corresponding positions. The structure can ensure firm connection, safety and stability; after the construction of the non-standard layer is completed, flexible disassembly can be realized, and the operation is simple and convenient; the removed jump-level device 30 can also be applied to other floors or buildings, and can be recycled, thereby further saving the cost.
Preferably, please refer to fig. 2 and 3 with emphasis, the inclined strut members 34 are distributed up and down and have different inclined directions. In this embodiment, two inclined strut members 34 are provided, and the two inclined strut members 34 are symmetrically arranged along the horizontal direction, so as to improve the supporting strength and the connection firmness of the jump-layer device 30 on the climbing rail 20.
The invention also provides a use method of the integral skip-floor climbing device, a building comprises a standard floor with consistent floor height and a non-standard floor with the floor height higher than the standard floor, and for the standard floor, the embedded part hanging seat 01 is connected with the building structure floor 02; for a non-standard layer, the base 31 is connected with the building structure floor 02, the jacking 33 is connected with the embedded part hanging seat 01, and the vertical rod 32 and the jacking 33 are connected with the climbing rail 20. Of course, in order to ensure the smooth climbing of the scaffold body 10, the overall jump-layer climbing device should avoid collision with the formwork erected on site. By the method, the cost can be reduced, conditions are provided for the integral lifting scaffold to climb to a nonstandard floor, and the scaffold body 10 can be ensured to smoothly climb to the construction height.
In summary, the overall skip-floor climbing device and the use method thereof provided by the invention comprise a scaffold body 10, a climbing rail 20 and a skip-floor device 30, wherein the climbing rail 20 is vertically arranged along the outer wall of a building and is fixedly connected with an embedded part hanging seat 01; the jump-layer device 30 is detachably mounted at the bottom of the climbing rail 20; the scaffold body 10 is limited on the climbing rail 20 and can slide along the extending direction of the climbing rail 20; the skip-floor device 30 comprises a base 31, a vertical rod 32 and a top support 33 which are fixedly connected in sequence from bottom to top, wherein the base 31 is detachably connected with the building structure floor 02; at least two inclined strut members 34 are arranged on the vertical rod 32, and the inclined strut members 34 are detachably connected with the climbing rail 20; the upper surface of the top support 33 is detachably connected with the embedded part hanging seat 01, and the side surface is detachably connected with the climbing rail 20. For the standard layer, the fixed climbing rail 20 can be directly used to realize the lifting of the scaffold body 10; for a non-standard layer, the jump-layer device 30 can be installed at the bottom of the climbing rail 20, and under the condition that the climbing rail 20 is lifted to a certain height, horizontal constraint can be provided for the climbing rail 20, so that construction of the non-standard layer is ensured, and the jump-layer device 30 can be reused, so that material consumption is reduced, and cost is reduced.
It will be apparent to those skilled in the art that various changes and modifications may be made in the invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (6)
1. An integral jump-layer climbing device is characterized by comprising a scaffold body, a climbing rail and a jump-layer device,
the climbing rail is vertically arranged along the outer wall of the building and is fixedly connected with the embedded part hanging seat;
the skip-layer device is detachably arranged at the bottom of the climbing track;
the scaffold body is limited on the climbing rail and can slide along the extending direction of the climbing rail;
the skip layer device comprises a base, a vertical rod and a jacking support which are fixedly connected in sequence from bottom to top, and the base is detachably connected with the building structure floor slab; the vertical rod is provided with at least two inclined strut members, and the inclined strut members are detachably connected with the climbing track; the upper surface of the top support is detachably connected with the embedded part hanging seat, and the side surface of the top support is detachably connected with the climbing track.
2. The integral jump-layer climbing device according to claim 1, wherein the top support is assembled by welding an upper steel plate and a lower steel plate and double H-shaped steel positioned between the two steel plates, a cross brace member is further fixed between the two steel plates, the steel plate positioned on the upper layer is detachably connected with the embedded part hanging seat, and the free end of the cross brace member is detachably connected with the climbing rail.
3. The integral jump-climbing device according to claim 2, wherein the vertical rod is made of H-shaped steel, and the vertical rod is welded and fixed with the steel plate and the base which are positioned at the lower layer.
4. The integral jump-layer climbing device according to claim 3, wherein the steel plate on the upper layer is detachably connected with the embedded hanging seat through an embedded part or an expansion bolt on the embedded hanging seat; the base is detachably connected with the building structure floor through embedded parts or expansion bolts on the building structure floor; the cross brace component and the inclined brace component are detachably connected with the climbing rail through embedded parts or expansion bolts on the climbing rail respectively.
5. The integrated jump-layer climbing device according to claim 1, wherein the inclined strut members are distributed up and down and have different inclination directions.
6. A method of using the integral jump-up climbing device according to any one of claims 1 to 5, wherein a building comprises a standard storey with a consistent storey height and a non-standard storey with a storey height higher than the standard storey height, and for the standard storey, the embedded hanging seats are connected with the building structural floor slab; for a non-standard layer, the base is connected with the building structure floor slab, the jacking is connected with the embedded part hanging seat, and the vertical rod and the jacking are connected with the climbing track.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111316750.6A CN114109008A (en) | 2021-11-09 | 2021-11-09 | Integral jump-layer climbing device and using method thereof |
| PCT/CN2022/118862 WO2023082828A1 (en) | 2021-11-09 | 2022-09-15 | Integral duplex lifting device and method for using same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111316750.6A CN114109008A (en) | 2021-11-09 | 2021-11-09 | Integral jump-layer climbing device and using method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114109008A true CN114109008A (en) | 2022-03-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111316750.6A Pending CN114109008A (en) | 2021-11-09 | 2021-11-09 | Integral jump-layer climbing device and using method thereof |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN114109008A (en) |
| WO (1) | WO2023082828A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023082828A1 (en) * | 2021-11-09 | 2023-05-19 | 上海建工七建集团有限公司 | Integral duplex lifting device and method for using same |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116556666B (en) * | 2023-05-29 | 2024-03-19 | 广州市恒盛建设工程有限公司 | Construction method for special-part attached lifting scaffold |
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| WO2008000054A1 (en) * | 2006-06-30 | 2008-01-03 | Cerqueira Leite Weber Jr | Autoliftable bridge crane system for building and tower construction |
| CN201649608U (en) * | 2010-03-24 | 2010-11-24 | 陕西建工集团总公司 | Novel attached lifting scaffold |
| JP2010275770A (en) * | 2009-05-28 | 2010-12-09 | Heiwa Giken Kk | Bracket for temporary scaffolding |
| CN104775608A (en) * | 2015-03-25 | 2015-07-15 | 中国建筑第二工程局有限公司 | Integrated lifting platform attachment device for special layer height position |
| CN204920181U (en) * | 2015-06-25 | 2015-12-30 | 中国建筑第八工程局有限公司 | Interim guide bracket support |
| CN208844914U (en) * | 2018-09-03 | 2019-05-10 | 中国华西企业有限公司 | A kind of spring layer hanging seat and climbing apparatus |
| CN214302807U (en) * | 2020-12-14 | 2021-09-28 | 广西地矿建设集团有限公司 | Attached lifting scaffold supported by specially-made stand columns |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN206513052U (en) * | 2017-02-27 | 2017-09-22 | 北京城建十六建筑工程有限责任公司 | A kind of spring layer support and hydraulic pressure spring layer climbing system |
| CN107806237A (en) * | 2017-11-28 | 2018-03-16 | 中建局集团建设发展有限公司 | A kind of high building hydraulic climbing protecting screen and its construction method |
| CN214034710U (en) * | 2020-12-11 | 2021-08-24 | 北京卓良工程有限公司 | Spring layer support |
| CN114109008A (en) * | 2021-11-09 | 2022-03-01 | 上海建工七建集团有限公司 | Integral jump-layer climbing device and using method thereof |
-
2021
- 2021-11-09 CN CN202111316750.6A patent/CN114109008A/en active Pending
-
2022
- 2022-09-15 WO PCT/CN2022/118862 patent/WO2023082828A1/en unknown
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008000054A1 (en) * | 2006-06-30 | 2008-01-03 | Cerqueira Leite Weber Jr | Autoliftable bridge crane system for building and tower construction |
| JP2010275770A (en) * | 2009-05-28 | 2010-12-09 | Heiwa Giken Kk | Bracket for temporary scaffolding |
| CN201649608U (en) * | 2010-03-24 | 2010-11-24 | 陕西建工集团总公司 | Novel attached lifting scaffold |
| CN104775608A (en) * | 2015-03-25 | 2015-07-15 | 中国建筑第二工程局有限公司 | Integrated lifting platform attachment device for special layer height position |
| CN204920181U (en) * | 2015-06-25 | 2015-12-30 | 中国建筑第八工程局有限公司 | Interim guide bracket support |
| CN208844914U (en) * | 2018-09-03 | 2019-05-10 | 中国华西企业有限公司 | A kind of spring layer hanging seat and climbing apparatus |
| CN214302807U (en) * | 2020-12-14 | 2021-09-28 | 广西地矿建设集团有限公司 | Attached lifting scaffold supported by specially-made stand columns |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023082828A1 (en) * | 2021-11-09 | 2023-05-19 | 上海建工七建集团有限公司 | Integral duplex lifting device and method for using same |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2023082828A1 (en) | 2023-05-19 |
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Application publication date: 20220301 |