CN104612391A - Protection construction platform for high-rise building - Google Patents
Protection construction platform for high-rise building Download PDFInfo
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Abstract
本发明公开了一种用于高层建筑的防护施工平台,属于建筑防护辅助设备设计制造技术领域。提供一种通过一次组装后便可以完成整幢高层建筑的防护工作的用于高层建筑的防护施工平台。所述的防护施工平台包括骨架、平台组件和防护系统,所述的防护系统通过所述的骨架,沿需要修筑的所述高层建筑的周向罩接在所述高层建筑的外侧,所述的防护施工平台还包括升降支撑系统和动力装置,所述的防护施工平台通过所述的动力装置和所述的升降支撑系统,与所述的骨架相互配合的支撑在修建过程中的所述高层建筑的外墙上,所述的防护施工平台通过所述的骨架和所述的升降支撑系统在所述动力装置的驱动下,沿垂直方向在所述高层建筑的外墙上根据需要升降。
The invention discloses a protection construction platform used for high-rise buildings, and belongs to the technical field of design and manufacture of building protection auxiliary equipment. The invention provides a protection construction platform for high-rise buildings which can complete the protection work of the entire high-rise building after one assembly. The protective construction platform includes a skeleton, a platform component and a protective system, and the protective system is connected to the outer side of the high-rise building along the circumference of the high-rise building to be built through the skeleton, and the The protective construction platform also includes a lifting support system and a power device. The protective construction platform cooperates with the skeleton to support the high-rise building in the construction process through the power device and the lifting support system. On the outer wall of the high-rise building, the protective construction platform is driven by the power device through the skeleton and the lifting support system, and is vertically raised and lowered on the outer wall of the high-rise building as required.
Description
技术领域technical field
本发明涉及一种防护施工平台,尤其是涉及一种用于高层建筑的防护施工平台,属于建筑防护辅助设备设计制造技术领域。The invention relates to a protection construction platform, in particular to a protection construction platform used for high-rise buildings, and belongs to the technical field of design and manufacture of building protection auxiliary equipment.
背景技术Background technique
随着社会经济的发展和各种新技术在行业中的应用,建筑业也开始向着节能降耗的方向发展。目前的建筑工程体量、高度剧增,传统的施工平台和支架搭设方式不仅严重耗费各类资源,而且耗费大量时间,同时由于操作者素质参差不齐,施工平台、支架搭设很难完全达到施工方案的设计构造要求,存在不同程度的安全隐患。With the development of social economy and the application of various new technologies in the industry, the construction industry has also begun to develop in the direction of energy saving and consumption reduction. The volume and height of the current construction projects have increased dramatically. The traditional way of erecting construction platforms and supports not only consumes all kinds of resources, but also takes a lot of time. According to the design and construction requirements of the scheme, there are different degrees of potential safety hazards.
发明内容Contents of the invention
本发明所要解决的技术问题是:提供一种通过一次组装后便可以完成整幢高层建筑的防护工作,而大量节约资源,减少搭建时间的用于高层建筑的防护施工平台。The technical problem to be solved by the present invention is to provide a protective construction platform for high-rise buildings that can complete the protection work of the entire high-rise building after one assembly, save a lot of resources and reduce construction time.
为解决上述技术问题所采用的技术方案是:一种用于高层建筑的防护施工平台,包括骨架、平台组件和防护系统,所述的防护系统通过所述的骨架,沿需要修筑的所述高层建筑的周向罩接在所述高层建筑的外侧,所述的平台组件相互间间距小于一个楼层高度的布置在所述的骨架内,所述的防护施工平台还包括升降支撑系统和动力装置,所述的防护施工平台通过所述的动力装置和所述的升降支撑系统,与所述的骨架相互配合的支撑在修建过程中的所述高层建筑的外墙上,所述的防护施工平台通过所述的骨架和所述的升降支撑系统在所述动力装置的驱动下,沿垂直方向在所述高层建筑的外墙上根据需要升降。The technical solution adopted to solve the above technical problems is: a protective construction platform for high-rise buildings, including a skeleton, platform components and a protection system, and the protection system passes through the skeleton and along the high-rise building that needs to be built The circumferential cover of the building is connected to the outside of the high-rise building, and the platform components are arranged in the framework with a distance of less than one floor height, and the protective construction platform also includes a lifting support system and a power device, The protective construction platform is supported on the outer wall of the high-rise building in the construction process through the power device and the lifting support system in cooperation with the skeleton, and the protective construction platform passes through Driven by the power device, the skeleton and the lifting support system are vertically lifted and lowered on the outer wall of the high-rise building as required.
本发明的有益效果是:通过以现有的由骨架、平台组件和防护系统组成的防护施工平台为基础,再增加升降支撑系统和动力装置,并使所述的防护施工平台通过所述的动力装置和所述的升降支撑系统,与所述的骨架相互配合的支撑在修建过程中的所述高层建筑的外墙上,然后再使所述的防护施工平台通过所述的骨架和所述的升降支撑系统在所述动力装置的驱动下,沿垂直方向在所述高层建筑的外墙上根据需要升降。这样,便可以通过所述的升降支撑系统将所述的骨架、平台组件和防护系统支撑到需要进行防护的楼层的外侧,随着建筑物的升高,对修建过程中的建筑物进行防护,达支通过所述的动力装置,在所述的升降支撑系统的配合下,实现对需要楼层的防护,进而实现通过一次组装完成对整幢高层建筑进行防护的目的。由于在一幢建筑物的修建过程中,只需要在楼层较低位置组装一次所述的防护施工平台,从而不仅大量的节约了资源,而且减少了搭建时间,提高了搭建的安全系统。The beneficial effects of the present invention are: based on the existing protection construction platform composed of skeleton, platform components and protection system, the lifting support system and power device are added, and the protection construction platform passes through the power The device and the lifting support system are supported on the outer wall of the high-rise building in the construction process in cooperation with the skeleton, and then the protective construction platform passes through the skeleton and the Driven by the power device, the lifting support system moves vertically on the outer wall of the high-rise building as needed. In this way, the skeleton, platform components and protection system can be supported to the outside of the floor to be protected through the lifting support system, and the building in the construction process is protected as the building rises. Dazhi realizes the protection of the required floors through the above-mentioned power device and the cooperation of the above-mentioned lifting support system, and then realizes the purpose of completing the protection of the entire high-rise building through one assembly. During the construction of a building, the protective construction platform only needs to be assembled once at the lower position of the floor, which not only saves a lot of resources, but also reduces the construction time and improves the construction safety system.
进一步的是,所述的升降系统包括含有滑道结构的附墙支撑组件和固定的安装在所述骨架靠近所述高层建筑外墙一侧上的导轨,所述的升降支撑系统通过所述的附墙支撑组件固定在所述高层建筑的已修建完成的下部楼层的楼板边缘上,组装完成的所述防护施工平台的所述骨架通过所述的导轨布置在所述的滑道结构中;所述的防护施工平台通过所述的导轨和所述的滑道结构在所述动力装置的驱动下,沿垂直方向在建造过程中的所述高层建筑的外墙上根据需要升降。Further, the lifting system includes a wall-attached support assembly containing a slideway structure and a fixed guide rail installed on the side of the skeleton close to the outer wall of the high-rise building, and the lifting support system passes through the The wall-attached support assembly is fixed on the edge of the floor slab of the completed lower floor of the high-rise building, and the skeleton of the assembled protective construction platform is arranged in the slideway structure through the guide rail; Driven by the power device through the guide rail and the slideway structure, the protective construction platform can be raised and lowered in the vertical direction on the outer wall of the high-rise building during construction as required.
进一步的是,所述的升降支撑系统包括多件所述的附墙支撑组件,所述的防护施工平台包括多组所述的骨架,在每一组所述的骨架上设置的所述导轨至少两件,所述各件导轨沿水平方向相互间隔的固定在所述的骨架上,沿竖直方向相互间隔的布置在每一件所述导轨上的滑道结构至少两组。Further, the lifting support system includes multiple pieces of the wall-attached support assembly, the protective construction platform includes multiple sets of the skeletons, and the guide rails provided on each set of the skeletons are at least Two pieces, the guide rails of each piece are fixed on the frame spaced apart from each other along the horizontal direction, and at least two groups of slideway structures are arranged on each piece of the guide rail spaced apart from each other along the vertical direction.
进一步的是,所述的滑道结构由设置在所述附墙支撑组件上的限位条孔和安装在该限位条孔中的导轮构成,穿接在所述限位条孔中的所述导轨通过所述的导轮沿竖直方向上下移动。Further, the slideway structure is composed of a limit bar hole provided on the wall-attached support assembly and a guide wheel installed in the limit bar hole, and the guide wheel passing through the limit bar hole The guide rail moves up and down in the vertical direction through the guide wheels.
进一步的是,所述的动力装置为电动葫芦吊,所述电动葫芦吊的固定端绞接在所述骨架中上部的内侧,所述电动葫芦吊的起吊钢丝绳的自由端绕过所述骨架的下部后,与所述升降支撑系统的中上部固定连接。Further, the power device is an electric hoist crane, the fixed end of the electric hoist crane is hinged on the inner side of the middle and upper part of the skeleton, and the free end of the lifting wire rope of the electric hoist crane goes around the frame. After the lower part, it is fixedly connected with the middle and upper part of the lifting support system.
进一步的是,所述的防护系统为防护网。Further, the protection system is a protection net.
进一步的是,所述的平台组件为平台跳板。Further, the said platform component is a platform springboard.
进一步的是,在所述骨架的下部还设置有吊篮。Further, a hanging basket is also provided at the lower part of the skeleton.
进一步的是,所述防护系统的高度与所述骨架的高度相适配,并沿竖直方向至少防护四层修筑过程中的所述高层建筑。Further, the height of the protection system is adapted to the height of the framework, and it protects the high-rise building in the process of building at least four floors along the vertical direction.
进一步的是,所述的防护施工平台还包括含有可编程模块的自动控制系统,所述升降支撑系统还包括自锁机构,所述自锁机构的信号控制端和所述动力装置的信号控制端分别与所述自动控制系统的所述可编程模块连接。Further, the protective construction platform also includes an automatic control system including a programmable module, the lifting support system also includes a self-locking mechanism, the signal control terminal of the self-locking mechanism and the signal control terminal of the power device respectively connected with the programmable modules of the automatic control system.
附图说明Description of drawings
图1为本发明用于高层建筑的防护施工平台的一个侧面的部视示意图图;Fig. 1 is a schematic diagram of a side view of the protective construction platform of the present invention for high-rise buildings;
图2为图1的A-A剖视图;Fig. 2 is A-A sectional view of Fig. 1;
图3为本发明用于高层建筑的防护施工平台的局部正面视图。Fig. 3 is a partial front view of the protective construction platform used in high-rise buildings according to the present invention.
图中标记为:骨架1、平台组件2、防护系统3、高层建筑4、升降支撑系统5、动力装置6、滑道结构7、附墙支撑组件8、导轨9、限位条孔10、导轮11、自锁机构12。The marks in the figure are: skeleton 1, platform component 2, protection system 3, high-rise building 4, lifting support system 5, power device 6, slideway structure 7, wall-attached support component 8, guide rail 9, limit bar hole 10, guide Wheel 11, self-locking mechanism 12.
具体实施方式Detailed ways
如图1、图2以及图3所示是本发明提供的一种通过一次组装后便可以完成整幢高层建筑的防护工作,而大量节约资源,减少搭建时间的用于高层建筑的防护施工平台。所述的防护施工平台包括骨架1、平台组件2和防护系统3,所述的防护系统3通过所述的骨架1,沿需要修筑的所述高层建筑4的周向罩接在所述高层建筑4的外侧,所述的平台组件2相互间间距小于一个楼层高度的布置在所述的骨架1内,所述的防护施工平台还包括升降支撑系统5和动力装置6,所述的防护施工平台通过所述的动力装置6和所述的升降支撑系统5,与所述的骨架1相互配合的支撑在修建过程中的所述高层建筑4的外墙上,所述的防护施工平台通过所述的骨架1和所述的升降支撑系统5在所述动力装置6的驱动下,沿垂直方向在所述高层建筑4的外墙上根据需要升降。通过以现有的由骨架1、平台组件2和防护系统3组成的防护施工平台为基础,再增加升降支撑系统5和动力装置6,并使所述的防护施工平台通过所述的动力装置6和所述的升降支撑系统5,与所述的骨架1相互配合的支撑在修建过程中的所述高层建筑4的外墙上,然后再使所述的防护施工平台通过所述的骨架1和所述的升降支撑系统5在所述动力装置6的驱动下,沿垂直方向在所述高层建筑4的外墙上根据需要升降。这样,便可以通过所述的升降支撑系统5将所述的骨架1、平台组件2和防护系统3支撑到需要进行防护的楼层的外侧,随着建筑物的升高,对修建过程中的建筑物进行防护,达到可以通过所述的动力装置6,在所述的升降支撑系统5的配合下,实现对需要楼层的防护,进而实现通过一次组装完成对整幢高层建筑4进行防护的目的。由于在一幢建筑物的修建过程中,只需要在楼层较低位置组装一次所述的防护施工平台,从而不仅大量的节约了资源,而且减少了搭建时间,提高了搭建的安全系统。As shown in Fig. 1, Fig. 2 and Fig. 3, a kind of protective construction platform for high-rise buildings that can complete the protection work of the whole high-rise building after one-time assembly provided by the present invention saves a lot of resources and reduces construction time . The protective construction platform includes a skeleton 1, a platform assembly 2 and a protective system 3, and the protective system 3 passes through the skeleton 1 and is connected to the high-rise building 4 along the circumference of the high-rise building 4 that needs to be built. 4, the platform components 2 are arranged in the frame 1 with a distance of less than one floor height. The protective construction platform also includes a lifting support system 5 and a power unit 6. The protective construction platform Through the power unit 6 and the lifting support system 5, the framework 1 cooperates with the support on the outer wall of the high-rise building 4 in the construction process, and the protective construction platform passes through the Driven by the power unit 6, the frame 1 and the lifting support system 5 are vertically lifted and lowered on the outer wall of the high-rise building 4 as required. Based on the existing protection construction platform composed of skeleton 1, platform assembly 2 and protection system 3, a lifting support system 5 and a power device 6 are added, and the protection construction platform passes through the power device 6 And the lifting support system 5, cooperate with the skeleton 1 to support on the outer wall of the high-rise building 4 in the construction process, and then make the protective construction platform pass through the skeleton 1 and Driven by the power unit 6 , the lifting support system 5 moves vertically on the outer wall of the high-rise building 4 as required. In this way, the skeleton 1, the platform assembly 2 and the protection system 3 can be supported to the outside of the floor to be protected by the lifting support system 5, and as the building rises, the building in the construction process Objects are protected so that the power unit 6 can be used to protect the required floors with the cooperation of the lifting support system 5, and then the whole high-rise building 4 can be protected by one assembly. During the construction of a building, the protective construction platform only needs to be assembled once at the lower position of the floor, which not only saves a lot of resources, but also reduces the construction time and improves the construction safety system.
上述实施方式中,为了简化所述防护施工平台的结构,尤其是为了简化所述升降支撑系统5,以减轻整个防护施工平台的重量,同时又方便所述防护施工平台在升降过程中的操作,所述的升降系统5包括含有滑道结构7的附墙支撑组件8和固定的安装在所述骨架1靠近所述高层建筑4外墙一侧上的导轨9,所述的升降支撑系统5通过所述的附墙支撑组件8固定在所述高层建筑4的已修建完成的下部楼层的楼板边缘上,组装完成的所述防护施工平台的所述骨架1通过所述的导轨9布置在所述的滑道结构7中;所述的防护施工平台通过所述的导轨9和所述的滑道结构7在所述动力装置6的驱动下,沿垂直方向在建造过程中的所述高层建筑4的外墙上根据需要升降;而且所述的升降支撑系统5中包括的所述附墙支撑组件8为多件,再结合所述的防护施工平台中包括所述骨架1也为多组的特点,在每一组所述的骨架1上设置的所述导轨9至少两件,所述各件导轨9沿水平方向相互间隔的固定在所述的骨架1上,沿竖直方向相互间隔的布置在每一件所述导轨9上的滑道结构7至少两组;同时,将所述的滑道结构7设置为由设置在所述附墙支撑组件8上的限位条孔10和安装在该限位条孔10中的导轮11构成的结构,这样,便可以使穿接在所述限位条孔10中的所述导轨9通过所述的导轮11沿竖直方向上下移动。此时,所述的动力装置6优选为电动葫芦吊,其具体安装结构为,所述电动葫芦吊的固定端绞接在所述骨架1中上部的内侧,所述电动葫芦吊的起吊钢丝绳的自由端绕过所述骨架1的下部后,与所述升降支撑系统3的中上部固定连接。In the above embodiment, in order to simplify the structure of the protective construction platform, especially to simplify the lifting support system 5, so as to reduce the weight of the entire protective construction platform, and at the same time facilitate the operation of the protective construction platform during the lifting process, The lifting system 5 includes a wall-attached support assembly 8 containing a slideway structure 7 and a fixed guide rail 9 installed on the side of the skeleton 1 close to the outer wall of the high-rise building 4, and the lifting support system 5 passes through The wall-attached support assembly 8 is fixed on the floor edge of the finished lower floor of the high-rise building 4, and the skeleton 1 of the assembled protective construction platform is arranged on the said guide rail 9. In the slideway structure 7; said protective construction platform passes through said guide rail 9 and said slideway structure 7 under the drive of said power unit 6, said high-rise building 4 in the construction process along the vertical direction The external wall can be lifted and lowered according to the needs; and the wall-attached support assembly 8 included in the lifting support system 5 is multi-piece, combined with the feature that the skeleton 1 included in the protective construction platform is also multi-group , there are at least two guide rails 9 arranged on each group of the skeleton 1, and the guide rails 9 are fixed on the skeleton 1 at intervals along the horizontal direction, and arranged at intervals along the vertical direction There are at least two sets of slideway structures 7 on each guide rail 9; at the same time, the slideway structure 7 is set to be installed on The guide wheel 11 in the limit bar hole 10 is structured so that the guide rail 9 passing through the limit bar hole 10 can move up and down in the vertical direction through the guide wheel 11 . At this time, the power unit 6 is preferably an electric hoist crane, and its specific installation structure is that the fixed end of the electric hoist crane is hinged on the inner side of the upper middle part of the skeleton 1, and the lifting wire rope of the electric hoist crane After bypassing the lower part of the frame 1 , the free end is fixedly connected with the middle and upper part of the lifting support system 3 .
同时,结合现有防护施工平台的结构特点,为了减轻本申请所述的防护施工平台的重量,所述的防护系统3为防护网;所述的平台组件2为平台跳板;并在所述骨架1的下部还设置有吊篮。而且,为了提高防护的有效性,使所述防护系统3的高度与所述骨架1的高度相适配,并沿竖直方向至少防护四层修筑过程中的所述高层建筑4。At the same time, in combination with the structural characteristics of the existing protection construction platform, in order to reduce the weight of the protection construction platform described in the application, the protection system 3 is a protection net; the platform assembly 2 is a platform springboard; The bottom of 1 is also provided with hanging basket. Moreover, in order to improve the effectiveness of protection, the height of the protection system 3 is adapted to the height of the skeleton 1, and at least protects the high-rise building 4 in the process of building four floors along the vertical direction.
进一步的,为了提高本申请所述防护施工平台的自动化程度,保证在施工过程以及所述防护施工平台的提升过程中的安全性,所述的防护施工平台还包括含有可编程模块的自动控制系统,所述升降支撑系统5还包括自锁机构12,所述自锁机构12的信号控制端和所述动力装置6的信号控制端分别与所述自动控制系统的所述可编程模块连接。Further, in order to improve the degree of automation of the protection construction platform described in the present application and ensure the safety during the construction process and the lifting process of the protection construction platform, the protection construction platform also includes an automatic control system containing a programmable module The lifting support system 5 further includes a self-locking mechanism 12, the signal control terminal of the self-locking mechanism 12 and the signal control terminal of the power device 6 are respectively connected with the programmable modules of the automatic control system.
Claims (10)
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| CN104612391B (en) | 2016-09-14 |
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