WO2023082828A1 - 一种整体跃层爬升装置及其使用方法 - Google Patents

一种整体跃层爬升装置及其使用方法 Download PDF

Info

Publication number
WO2023082828A1
WO2023082828A1 PCT/CN2022/118862 CN2022118862W WO2023082828A1 WO 2023082828 A1 WO2023082828 A1 WO 2023082828A1 CN 2022118862 W CN2022118862 W CN 2022118862W WO 2023082828 A1 WO2023082828 A1 WO 2023082828A1
Authority
WO
WIPO (PCT)
Prior art keywords
climbing
floor
detachably connected
jump
track
Prior art date
Application number
PCT/CN2022/118862
Other languages
English (en)
French (fr)
Inventor
郑杰
尤雪春
芮扬
李光正
孙祖根
陈家林
蒋佳炜
Original Assignee
上海建工七建集团有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 上海建工七建集团有限公司 filed Critical 上海建工七建集团有限公司
Publication of WO2023082828A1 publication Critical patent/WO2023082828A1/zh

Links

Images

Classifications

    • 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
    • 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

Definitions

  • the invention relates to the technical field of building construction, in particular to an integral jump climbing device and a method for using the same.
  • the integral lifting scaffold is widely used in the construction of super high-rise buildings. Safe, economical and convenient. In recent years, in super high-rise buildings, some non-standard floors exceeding a certain height have inevitably appeared. Since the track length of the integral lifting scaffold is limited by the length of the H-shaped steel, it is generally 9 to 12 meters. The use of non-standard floors with high heights requires separate track production, and the production cost is relatively high.
  • the present invention provides an integral jump climbing device and its use method to solve the above technical problems.
  • the present invention provides an integral jump climbing device, including a scaffold body, a climbing track and a jump device,
  • the climbing track is arranged vertically along the outer wall of the building, and is fixedly connected with the embedded part hanging seat;
  • the jump device is detachably installed on the bottom of the climbing track
  • the scaffold body is limited on the climbing track and can slide along the extending direction of the climbing track;
  • the jumping device includes a base, a vertical bar and a jacking that are fixedly connected in sequence from bottom to top, and the base is detachably connected to the structural floor of the building; the vertical bar is provided with at least two diagonal bracing members, and the The diagonal bracing member is detachably connected to the climbing track; the upper surface of the jacking bracket is detachably connected to the embedded part hanger, and the side is detachably connected to the climbing track.
  • the jacking bracket is assembled by welding upper and lower layers of steel plates and double H-shaped steels between the two layers of steel plates.
  • a cross brace member is also fixed between the two layers of steel plates.
  • the hanging seat of the embedded part is detachably connected, and the free end of the cross-bracing member is detachably connected with the climbing rail.
  • the vertical bar is made of H-shaped steel, and the vertical bar is welded and fixed to the steel plate on the lower layer and the base.
  • the steel plate on the upper floor is detachably connected to the pre-embedded hanging seat through embedded parts or expansion bolts on the pre-embedded hanging seat; Embedded parts or expansion bolts are detachably connected to the building structure floor; the cross bracing member and diagonal bracing member are detachably connected to the climbing rail through embedded parts or expansion bolts on the climbing rail respectively.
  • the diagonal bracing members are distributed up and down and have different inclination directions.
  • the present invention also provides a method for using the integral jump climbing device as described above.
  • the building includes standard floors with consistent floor heights and non-standard floors with floor heights higher than the standard floor height.
  • the embedded part hanger is connected with the building structure floor; for non-standard floors, the base is connected with the building structure floor, the jack is connected with the embedded part hanger, and the vertical rod and the top The support is connected with the climbing track.
  • the integral jump climbing device provided by the present invention and its use method have the following advantages:
  • the building contains a standard floor with the same floor height and a non-standard floor with a floor height higher than the standard floor, for the standard floor, you can directly use the fixed climbing track to realize the lifting of the scaffold body; for for non-standard floors, a jumping device can be installed at the bottom of the climbing track. When the climbing track is raised to a certain height, it can also provide horizontal constraints for the climbing track to ensure the construction of non-standard floors, and the jumping device can be reused, reducing Reduce material consumption and reduce costs;
  • the entire jump-level device is formed by welding and combining steel materials, which has sufficient rigidity and stability, and can meet the needs of scaffolding body construction on non-standard floors.
  • Fig. 1 is the application schematic diagram (standard floor) of integral jump climbing device in a specific embodiment of the present invention
  • Fig. 2 is the application schematic diagram (non-standard floor) of integral jump climbing device in a specific embodiment of the present invention
  • Fig. 3 is the front view of the layer jump device in a specific embodiment of the present invention.
  • Fig. 4 is a side view of a layer jump device in a specific embodiment of the present invention.
  • 01-embedded hanging seat 02-building structure floor, 10-scaffolding body, 20-climbing track, 30-jumping device, 31-base, 32-vertical bar, 33-jacking, 34-oblique Bracing member, 35-steel plate, 36-double H-shaped steel, 37-cross bracing member.
  • the overall jump climbing device provided by the present invention, as shown in Figures 1 to 4, includes a scaffold body 10, a climbing track 20 and a jump device 30,
  • the climbing track 20 is arranged vertically 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 as a connection and support between the building and the climbing track 20.
  • the jumping device 30 is detachably mounted on the bottom of the climbing track 20, as shown in Figures 1 and 2, in a building, it may include a standard floor with the same floor height, and a floor height higher than the standard floor.
  • the climbing track 20 can be directly fixedly connected to the building (building structure floor 02), without installing the jump device 30; for the construction of non-standard floors, the jump The device 30 is installed at the bottom of the climbing track 20, and the lifting of the climbing track 20 and the fixed connection with the building (building structure floor 02) are realized through the jumping device 30.
  • the scaffold body 10 is limited on the climbing rail 20 and can slide along the extension direction of the climbing rail 20 .
  • the installation and disassembly of the jumping device 30 will not affect the normal use of the scaffold body 10 .
  • the jumping-floor device 30 includes a base 31, a vertical bar 32 and a jacking bracket 33 fixedly connected sequentially from bottom to top, and the base 31 is detachably connected to the building structure floor 02; There are at least two bracing members 34, and the bracing members 34 are detachably connected with the climbing rail 20; The climbing track 20 is detachably connected.
  • the above structure can ensure that the jump device 30 can provide sufficient vertical support and horizontal constraints for the climbing rail 20, ensure the overall stability of the connection area, and then ensure the safety and reliability of the scaffolding construction.
  • the jacking bracket 33 is welded and assembled by upper and lower two-layer steel plates 35 and double H-shaped steel 36 located between the two-layer steel plates 35, and the two-layer steel plates 35 are also fixed There is a cross-bracing member 37, the steel plate 35 on the upper floor is detachably connected to the embedded part hanger 01, and the free end of the cross-bracing member 37 is detachably connected to the climbing rail 20; the vertical bar 32 is made of H-shaped steel, and the vertical bar 32 is welded and fixed to the steel plate 35 and the base 31 on the lower floor.
  • the entire jumping device 30 is formed by welding and combining steel materials, has sufficient rigidity and stability, and can meet the needs of the scaffold body 10 in construction on non-standard floors.
  • the steel plate 35 on the upper layer is detachably connected to the embedded hanger 01 through the embedded parts or expansion bolts on the embedded hanger 01;
  • the base 31 is detachably connected to the building structure floor 02 through embedded parts or expansion bolts on the building structure floor 02;
  • the embedded parts or expansion bolts on the climbing rail are detachably connected to the climbing rail 20, and it is only necessary to reserve connection holes at the corresponding positions.
  • the above-mentioned structure can ensure firm connection, safety and stability; after the construction of non-standard floors is completed, it can also be flexibly disassembled, and the operation is simple and convenient; the dismantled jump-floor device 30 can also be applied to other floors or buildings, which can be reused and further improved. save costs.
  • the diagonal bracing members 34 are distributed up and down and have different inclination directions.
  • there are two diagonal bracing members 34 and the two diagonal bracing members 34 are arranged symmetrically along the horizontal direction, so as to improve the support strength and connection firmness of the jumping device 30 to the climbing rail 20 .
  • the present invention also provides a method for using the integral jump climbing device as described above.
  • the building includes standard floors with consistent floor heights and non-standard floors with floor heights higher than the standard floor height.
  • the embedded part hanging seat 01 is connected to the building structure floor 02; for non-standard floors, the base 31 is connected to the building structure floor 02, and the jacking 33 is connected to the embedded part hanging seat 01, The vertical rod 32 and the jacking bracket 33 are connected with the climbing track 20 .
  • the overall jump climbing device should avoid collision with the formwork frame erected on site.
  • the present invention provides an integrated floor-jump climbing device and its use method.
  • the device includes a scaffold body 10, a climbing track 20, and a floor-jumping device 30.
  • the climbing track 20 is vertically arranged along the outer wall of a building, and It is fixedly connected with the embedded part hanger 01;
  • the jump device 30 is detachably installed on the bottom of the climbing track 20;
  • the scaffold body 10 is limited on the climbing track 20 and can The extension direction of the building slides;
  • the jump device 30 includes a base 31, a vertical bar 32 and a jacking bracket 33 that are sequentially fixedly connected from bottom to top, and the base 31 is detachably connected to the building structure floor 02;
  • the vertical bar 32 There are at least two brace members 34 on it, and the brace members 34 are detachably connected with the climbing rail 20; It is detachably connected with the climbing track 20 .
  • the fixed climbing rail 20 can be used directly to realize the lifting of the scaffold body 10; for non-standard floors, a jumping device 30 can be installed at the bottom of the climbing rail 20 to raise the climbing rail 20 to a certain height. , can also provide horizontal constraints for the climbing track 20 to ensure the construction of non-standard floors, and the jump device 30 can be reused, reducing material consumption and cost.

Abstract

本发明涉及一种整体跃层爬升装置及其使用方法，该装置包括脚手架本体、爬升轨道以及跃层装置，所述爬升轨道沿建筑物外墙竖向布置，并与埋件挂座固定连接；所述跃层装置可拆卸式安装于所述爬升轨道的底部；所述脚手架本体限位于所述爬升轨道上，并能够沿所述爬升轨道的延伸方向滑动；所述跃层装置包括从下至上依次固定连接的底座、竖杆以及顶托，所述底座与建筑物结构楼板可拆卸式连接；所述竖杆上设有至少两个斜撑构件，所述斜撑构件与所述爬升轨道可拆卸式连接；所述顶托的上表面与所述埋件挂座可拆卸式连接，侧面与所述爬升轨道可拆卸式连接。当爬升轨道长度不满足楼层施工时，采用跃层装置连接爬升轨道的末端，为脚手架本体继续爬升提供条件。

Description

一种整体跃层爬升装置及其使用方法 技术领域
本发明涉及建筑施工技术领域，尤其涉及一种整体跃层爬升装置及其使用方法。
背景技术
随着经济的快速发展，建筑施工技术的不断完善，整体式升降脚手架在超高层建筑施工中被广泛应用，它将高处作业变为低处作业，将悬空作业变为架体内部作业，具有安全、经济、便捷的特点。近年来在超高层建筑中，不可避免的出现了一些超过一定高度的非标准楼层，由于整体式升降脚手架的轨道长度受限于H型钢的长度，一般在9～12米，如需满足超过一定高度的非标准楼层的使用则需要单独制作轨道，制作成本较高。
因此，如何提供一种即能够满足整体式升降脚手架在特殊高度楼层的施工，又能够最大限度的减少材料用量的整体跃层爬升装置及其使用方法，是本领域技术人员亟待解决的一个技术问题。
发明内容
本发明提供一种整体跃层爬升装置及其使用方法，以解决上述技术问题。
为解决上述技术问题，本发明提供一种整体跃层爬升装置，包括脚手架本体、爬升轨道以及跃层装置，
所述爬升轨道沿建筑物外墙竖向布置，并与埋件挂座固定连接；
所述跃层装置可拆卸式安装于所述爬升轨道的底部；
所述脚手架本体限位于所述爬升轨道上，并能够沿所述爬升轨道的延伸方向滑动；
所述跃层装置包括从下至上依次固定连接的底座、竖杆以及顶托，所述底座与建筑物结构楼板可拆卸式连接；所述竖杆上设有至少两个斜撑构件，所述 斜撑构件与所述爬升轨道可拆卸式连接；所述顶托的上表面与所述埋件挂座可拆卸式连接，侧面与所述爬升轨道可拆卸式连接。
较佳地，所述顶托采用上下两层钢板和位于两层钢板之间的双H型钢焊接拼装，所述两层钢板之间还固定有横撑构件，位于上层的所述钢板与所述埋件挂座可拆卸式连接，所述横撑构件的自由端与所述爬升轨道可拆卸式连接。
较佳地，所述竖杆采用H型钢制成，所述竖杆与位于下层的所述钢板以及所述底座焊接固定。
较佳地，位于上层的所述钢板通过所述预埋挂座上的预埋件或者膨胀螺栓与所述预埋挂座可拆卸式连接；所述底座通过所述建筑物结构楼板上的预埋件或者膨胀螺栓与所述建筑物结构楼板可拆卸式连接；所述横撑构件和斜撑构件分别通过所述爬升轨道上的预埋件或者膨胀螺栓与所述爬升轨道可拆卸式连接。
较佳地，所述斜撑构件上下分布且倾斜方向不同。
本发明还提供了一种如上所述的整体跃层爬升装置的使用方法，建筑物包含层高一致的标准层和层高高于所述标准层层高的非标准层，对于标准层，所述埋件挂座与所述建筑物结构楼板连接；对于非标准层，所述底座与所述建筑物结构楼板连接，所述顶托与所述埋件挂座连接，所述竖杆和顶托与所述爬升轨道连接。
与现有技术相比，本发明提供的整体跃层爬升装置及其使用方法具有如下优点：
1、建筑物中若包含层高一致的标准层和层高高于所述标准层层高的非标准层，针对标准层，可直接使用固定好的爬升轨道即可实现脚手架本体的升降；对于非标准层，可以在爬升轨道的底部安装跃层装置，将爬升轨道提升一定高度的情况下，还能为爬升轨道提供水平约束，确保非标准层的施工，且跃层装置可重复利用，减少材料的消耗，降低成本；
2、整个跃层装置通过钢材料焊接组合形成，具有足够的刚度和稳定性，且能满足脚手架本体在非标准层施工的需要。
附图说明
图1为本发明一具体实施方式中整体跃层爬升装置的应用示意图(标准层)；
图2为本发明一具体实施方式中整体跃层爬升装置的应用示意图(非标准层)；
图3为本发明一具体实施方式中跃层装置的主视图；
图4为本发明一具体实施方式中跃层装置的侧视图。
图中：01-埋件挂座、02-建筑物结构楼板、10-脚手架本体、20-爬升轨道、30-跃层装置、31-底座、32-竖杆、33-顶托、34-斜撑构件、35-钢板、36-双H型钢、37-横撑构件。
具体实施方式
为了更详尽的表述上述发明的技术方案，以下列举出具体的实施例来证明技术效果；需要强调的是，这些实施例用于说明本发明而不限于限制本发明的范围。
本发明提供的整体跃层爬升装置，如图1至图4所示，包括脚手架本体10、爬升轨道20以及跃层装置30，
所述爬升轨道20沿建筑物外墙竖向布置，并与埋件挂座01固定连接，所述埋件挂座01可以作为建筑物与爬升轨道20之间的连接和支撑。
所述跃层装置30可拆卸式安装于所述爬升轨道20的底部，如图1和图2所示，在建筑物中，可能包含层高一致的标准层，和层高高于所述标准层层高的非标准层，针对标准层的施工，可直接将爬升轨道20与建筑物(建筑物结构楼板02)固定连接，无需安装跃层装置30；针对非标准层的施工，将跃层装置30安装在爬升轨道20的底部，通过跃层装置30实现爬升轨道20的提升和与建筑物(建筑物结构楼板02)的固定连接。这样，只需要根据标准层的层高制作一个爬升轨道20，再根据层高最高的非标准层制作一个跃层装置30，通过组合使用即可得到满足所有层高楼层的爬升轨道20的高度，而无需制作满足所有层高楼层使用的爬升轨道20，从而最大限度的减少了施工过程中的材料消耗。
所述脚手架本体10限位于所述爬升轨道20上，并能够沿所述爬升轨道20的延伸方向滑动，跃层装置30的安装和拆卸不会影响脚手架本体10的正常使用。
具体地，所述跃层装置30包括从下至上依次固定连接的底座31、竖杆32以及顶托33，所述底座31与建筑物结构楼板02可拆卸式连接；所述竖杆32上设有至少两个斜撑构件34，所述斜撑构件34与所述爬升轨道20可拆卸式连接；所述顶托33的上表面与所述埋件挂座01可拆卸式连接，侧面与所述爬升轨道20可拆卸式连接。上述结构能够确保跃层装置30可以为爬升轨道20提供足够的垂向支撑和水平约束，确保连接区域的整体稳定，继而确保脚手架施工的安全可靠。
较佳地，请重点参考图3和图4，所述顶托33采用上下两层钢板35和位于两层钢板35之间的双H型钢36焊接拼装，所述两层钢板35之间还固定有横撑构件37，位于上层的所述钢板35与所述埋件挂座01可拆卸式连接，所述横撑构件37的自由端与所述爬升轨道20可拆卸式连接；所述竖杆32采用H型钢制成，所述竖杆32与位于下层的所述钢板35以及所述底座31焊接固定。整个跃层装置30通过钢材料焊接组合形成，具有足够的刚度和稳定性，且能满足脚手架本体10在非标准层施工的需要。
较佳地，请继续参考图3和图4，位于上层的所述钢板35通过所述预埋挂座01上的预埋件或者膨胀螺栓与所述预埋挂座01可拆卸式连接；所述底座31通过所述建筑物结构楼板02上的预埋件或者膨胀螺栓与所述建筑物结构楼板02可拆卸式连接；所述横撑构件37和斜撑构件34分别通过所述爬升轨道20上的预埋件或者膨胀螺栓与所述爬升轨道20可拆卸式连接，只需在对应位置处预留连接孔洞即可。上述结构能够确保连接牢固，安全稳定；在非标准层施工完成后，还能实现灵活拆卸，操作简单方便；拆下的跃层装置30还能够应用于其他楼层或建筑物，可重复利用，进一步节约成本。
较佳地，请重点参考图2和图3，所述斜撑构件34上下分布且倾斜方向不同。本实施例中，斜撑构件34为两个，两个斜撑构件34沿水平向对称设置，提高跃层装置30对爬升轨道20的支撑力度和连接牢固度。
本发明还提供了一种如上所述的整体跃层爬升装置的使用方法，建筑物包含层高一致的标准层和层高高于所述标准层层高的非标准层，对于标准层，所述埋件挂座01与所述建筑物结构楼板02连接；对于非标准层，所述底座31与所述建筑物结构楼板02连接，所述顶托33与所述埋件挂座01连接，所述竖杆 32和顶托33与所述爬升轨道20连接。当然，为保证脚手架本体10的顺利爬升，整体跃层爬升装置应避免与现场搭设的支模架产生碰撞。通过上述方法，可以在降低成本的同时，为整体式升降脚手架爬升非标准楼层提供条件，确保脚手架本体10能够顺利爬升至施工高度。
综上所述，本发明提供的整体跃层爬升装置及其使用方法，该装置包括脚手架本体10、爬升轨道20以及跃层装置30，所述爬升轨道20沿建筑物外墙竖向布置，并与埋件挂座01固定连接；所述跃层装置30可拆卸式安装于所述爬升轨道20的底部；所述脚手架本体10限位于所述爬升轨道20上，并能够沿所述爬升轨道20的延伸方向滑动；所述跃层装置30包括从下至上依次固定连接的底座31、竖杆32以及顶托33，所述底座31与建筑物结构楼板02可拆卸式连接；所述竖杆32上设有至少两个斜撑构件34，所述斜撑构件34与所述爬升轨道20可拆卸式连接；所述顶托33的上表面与所述埋件挂座01可拆卸式连接，侧面与所述爬升轨道20可拆卸式连接。针对标准层，可直接使用固定好的爬升轨道20即可实现脚手架本体10的升降；对于非标准层，可以在爬升轨道20的底部安装跃层装置30，将爬升轨道20提升一定高度的情况下，还能为爬升轨道20提供水平约束，确保非标准层的施工，且跃层装置30可重复利用，减少材料的消耗，降低成本。
显然，本领域的技术人员可以对发明进行各种改动和变型而不脱离本发明的精神和范围。这样，倘若本发明的这些修改和变型属于本发明权利要求及其等同技术的范围之内，则本发明也意图包括这些改动和变型在内。

Claims (6)

  1. 一种整体跃层爬升装置，其特征在于，包括脚手架本体、爬升轨道以及跃层装置，
    所述爬升轨道沿建筑物外墙竖向布置，并与埋件挂座固定连接；
    所述跃层装置可拆卸式安装于所述爬升轨道的底部；
    所述脚手架本体限位于所述爬升轨道上，并能够沿所述爬升轨道的延伸方向滑动；
    所述跃层装置包括从下至上依次固定连接的底座、竖杆以及顶托，所述底座与建筑物结构楼板可拆卸式连接；所述竖杆上设有至少两个斜撑构件，所述斜撑构件与所述爬升轨道可拆卸式连接；所述顶托的上表面与所述埋件挂座可拆卸式连接，侧面与所述爬升轨道可拆卸式连接。
  2. 如权利要求1所述的整体跃层爬升装置，其特征在于，所述顶托采用上下两层钢板和位于两层钢板之间的双H型钢焊接拼装，所述两层钢板之间还固定有横撑构件，位于上层的所述钢板与所述埋件挂座可拆卸式连接，所述横撑构件的自由端与所述爬升轨道可拆卸式连接。
  3. 如权利要求2所述的整体跃层爬升装置，其特征在于，所述竖杆采用H型钢制成，所述竖杆与位于下层的所述钢板以及所述底座焊接固定。
  4. 如权利要求3所述的整体跃层爬升装置，其特征在于，位于上层的所述钢板通过所述预埋挂座上的预埋件或者膨胀螺栓与所述预埋挂座可拆卸式连接；所述底座通过所述建筑物结构楼板上的预埋件或者膨胀螺栓与所述建筑物结构楼板可拆卸式连接；所述横撑构件和斜撑构件分别通过所述爬升轨道上的预埋件或者膨胀螺栓与所述爬升轨道可拆卸式连接。
  5. 如权利要求1所述的整体跃层爬升装置，其特征在于，所述斜撑构件上下分布且倾斜方向不同。
  6. 一种如权利要求1至5中任一项所述的整体跃层爬升装置的使用方法，其特征在于，建筑物包含层高一致的标准层和层高高于所述标准层层高的非标准层，对于标准层，所述埋件挂座与所述建筑物结构楼板连接；对于非标准层，所述底座与所述建筑物结构楼板连接，所述顶托与所述埋件挂座连接，所述竖杆和顶托与所述爬升轨道连接。
PCT/CN2022/118862 2021-11-09 2022-09-15 一种整体跃层爬升装置及其使用方法 WO2023082828A1 (zh)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN202111316750.6 2021-11-09
CN202111316750.6A CN114109008A (zh) 2021-11-09 2021-11-09 一种整体跃层爬升装置及其使用方法

Publications (1)

Publication Number Publication Date
WO2023082828A1 true WO2023082828A1 (zh) 2023-05-19

Family

ID=80377871

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2022/118862 WO2023082828A1 (zh) 2021-11-09 2022-09-15 一种整体跃层爬升装置及其使用方法

Country Status (2)

Country Link
CN (1) CN114109008A (zh)
WO (1) WO2023082828A1 (zh)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116556666A (zh) * 2023-05-29 2023-08-08 广州市恒盛建设工程有限公司 一种用于特殊部位附着式升降脚手架的施工方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114109008A (zh) * 2021-11-09 2022-03-01 上海建工七建集团有限公司 一种整体跃层爬升装置及其使用方法

Citations (7)

* Cited by examiner, † Cited by third party
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 (ja) * 2009-05-28 2010-12-09 Heiwa Giken Kk 仮設足場用ブラケット
CN206513052U (zh) * 2017-02-27 2017-09-22 北京城建十六建筑工程有限责任公司 一种跃层支架以及液压跃层爬升系统
CN107806237A (zh) * 2017-11-28 2018-03-16 中建局集团建设发展有限公司 一种塔楼液压爬升防护屏及其施工方法
CN208844914U (zh) * 2018-09-03 2019-05-10 中国华西企业有限公司 一种跃层挂座及爬模装置
CN214034710U (zh) * 2020-12-11 2021-08-24 北京卓良工程有限公司 一种跃层支座
CN114109008A (zh) * 2021-11-09 2022-03-01 上海建工七建集团有限公司 一种整体跃层爬升装置及其使用方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201649608U (zh) * 2010-03-24 2010-11-24 陕西建工集团总公司 一种新型附着式升降脚手架
CN104775608B (zh) * 2015-03-25 2016-08-03 中国建筑第二工程局有限公司 一种用于特殊层高部位的集成式升降平台附着装置
CN204920181U (zh) * 2015-06-25 2015-12-30 中国建筑第八工程局有限公司 一种临时导座支架
CN214302807U (zh) * 2020-12-14 2021-09-28 广西地矿建设集团有限公司 一种采用特制立柱支撑的附着式升降脚手架

Patent Citations (7)

* Cited by examiner, † Cited by third party
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 (ja) * 2009-05-28 2010-12-09 Heiwa Giken Kk 仮設足場用ブラケット
CN206513052U (zh) * 2017-02-27 2017-09-22 北京城建十六建筑工程有限责任公司 一种跃层支架以及液压跃层爬升系统
CN107806237A (zh) * 2017-11-28 2018-03-16 中建局集团建设发展有限公司 一种塔楼液压爬升防护屏及其施工方法
CN208844914U (zh) * 2018-09-03 2019-05-10 中国华西企业有限公司 一种跃层挂座及爬模装置
CN214034710U (zh) * 2020-12-11 2021-08-24 北京卓良工程有限公司 一种跃层支座
CN114109008A (zh) * 2021-11-09 2022-03-01 上海建工七建集团有限公司 一种整体跃层爬升装置及其使用方法

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116556666A (zh) * 2023-05-29 2023-08-08 广州市恒盛建设工程有限公司 一种用于特殊部位附着式升降脚手架的施工方法
CN116556666B (zh) * 2023-05-29 2024-03-19 广州市恒盛建设工程有限公司 一种用于特殊部位附着式升降脚手架的施工方法

Also Published As

Publication number Publication date
CN114109008A (zh) 2022-03-01

Similar Documents

Publication Publication Date Title
WO2023082828A1 (zh) 一种整体跃层爬升装置及其使用方法
CN102070057B (zh) 一种自升式施工电梯
CN106437130A (zh) 一种用于超高层建筑施工的内顶外爬式模架施工平台
CN215291318U (zh) 一种附着升降脚手架的安装结构
CN207144449U (zh) 一种电梯井操作平台
CN110565937A (zh) 一种门式整体提升钢平台
CN205713096U (zh) 一种屋面悬挑结构模板支撑体系
JP2018168587A (ja) 免震構造物用の外部足場
CN106639303A (zh) 升降机专用液压爬模架体
CN206969947U (zh) 滞空式施工电梯
CN109944609A (zh) 一种不规则加宽拱形断面隧道施工装置及施工方法
CN111155754B (zh) 一种电梯井自动顶升平台及其使用方法
CN213572930U (zh) 自锁铰接电梯井施工平台装置
CN212478487U (zh) 一种建筑施工用施工平台
CN211257773U (zh) 一种门式整体提升钢平台
CN204754150U (zh) 盘型节点式脚手架
CN210508326U (zh) 一种可提升式井道操作平台
CN106522542A (zh) 一种单机位液压爬模系统及其爬升方法
CN105839905A (zh) 一种超高层核心筒电梯双井道快速提升操作平台装置
CN106065713B (zh) 可实现无脚手架现浇混凝土的模板架
CN206220484U (zh) 一种钢平台的模板吊点承重梁
CN110965808A (zh) 装配式建筑外挂式楼梯马道施工方法
CN205742983U (zh) 一种多用夹角车位支护模板
CN219175814U (zh) 一种可调节悬挑操作平台
CN219431321U (zh) 一种电梯井道施工的可调节式操作平台

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 22891632

Country of ref document: EP

Kind code of ref document: A1