CN217326377U - Support structure of climbing frame - Google Patents
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- CN217326377U CN217326377U CN202220210055.5U CN202220210055U CN217326377U CN 217326377 U CN217326377 U CN 217326377U CN 202220210055 U CN202220210055 U CN 202220210055U CN 217326377 U CN217326377 U CN 217326377U
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Abstract
本实用新型公开了爬架支撑结构,包括沿竖向设置的多层支撑结构,每层支撑结构包括多根并排设置的纵梁,纵梁的一端延伸至建筑内并通过螺栓与建筑的结构梁连接,纵梁的上方通过螺栓连接有多根横梁,横梁沿纵梁的延伸方向间隔设置,横梁的两端通过螺栓与建筑墙体连接,横梁的上侧设置有连接结构,横梁通过连接结构与爬架的竖杆连接;支撑结构在两个支撑座之间的建筑内通过连接结构对爬架进行支撑,进而大大提升了爬架的稳定性,支撑结构通过横梁和纵梁交叉相互搭接的方式连接在建筑内,横梁和纵梁之间、横梁与墙体之间以及纵梁与结构梁之间均通过螺栓进行连接,仅需拆除螺栓即可实现支撑结构与建筑物的分离,使用方便。
The utility model discloses a climbing frame support structure, which comprises a multi-layer support structure arranged vertically, each layer of the support structure includes a plurality of longitudinal beams arranged side by side, one end of the longitudinal beam extends into the building and is connected to the structural beam of the building through bolts The upper part of the longitudinal beam is connected with a plurality of beams by bolts. The beams are arranged at intervals along the extension direction of the longitudinal beam. The two ends of the beam are connected to the building wall by bolts. The vertical rods of the climbing frame are connected; the supporting structure supports the climbing frame through the connecting structure in the building between the two support bases, thereby greatly improving the stability of the climbing frame. It is connected in the building by means of bolts, between the beam and the longitudinal beam, between the beam and the wall, and between the longitudinal beam and the structural beam, and only needs to remove the bolts to realize the separation of the supporting structure and the building, which is easy to use. .
Description
技术领域technical field
本实用新型涉及爬架支撑技术领域,特别涉及爬架支撑结构。The utility model relates to the technical field of climbing frame support, in particular to a climbing frame support structure.
背景技术Background technique
爬架是对传统脚手架的改进,由于爬架具有自动爬升的功能,因此在超高层建筑施工得到了广泛的应用,爬架爬升的原理是通过电动葫芦向上拉动爬架,由于爬架与建筑外墙的导轨滑动连接,因此爬架会在电动葫芦的拉动下会缓慢上升,且在爬架上升到目标楼层,为保证爬架的安全性,在设置防坠装置的同时也会额外设置支撑座将爬架的位置进行固定。现有技术中,支撑座一般通过螺栓连接在建筑外墙上,由于在施工初期,建筑内存在空洞导致外墙的面积较小,因此支撑座之间存在较大的距离间隔,在施工过程中爬架会左右晃动,不仅会影响整体爬架整体的稳固性,而且施工人员在爬架内走动时也会由于晃动而滑倒受伤。The climbing frame is an improvement on the traditional scaffolding. Because the climbing frame has the function of automatic climbing, it has been widely used in the construction of super high-rise buildings. The principle of climbing the climbing frame is to pull the climbing frame upward through the electric hoist. The guide rails of the wall are slidingly connected, so the climbing frame will slowly rise under the pulling of the electric hoist, and the climbing frame will rise to the target floor. Fix the position of the climbing frame. In the prior art, the support bases are generally connected to the outer wall of the building by bolts. Since the area of the outer wall is small due to the existence of voids in the building in the early stage of construction, there is a large distance between the support bases. The climbing frame will sway from side to side, which will not only affect the overall stability of the overall climbing frame, but also cause the construction personnel to slip and be injured due to the shaking when walking in the climbing frame.
实用新型内容Utility model content
为解决上述问题,本实用新型提供爬架支撑结构,以解决现有技术中支撑座之间存在较大的距离间隔、导致爬架在施工过程中会左右晃动的问题。In order to solve the above problems, the present invention provides a climbing frame support structure to solve the problem of the prior art that there is a large distance between the support seats, which causes the climbing frame to sway from side to side during construction.
为实现上述目的,本实用新型爬架支撑结构的技术方案是:包括沿竖向设置的多层支撑结构,每层所述支撑结构包括多根并排设置的纵梁,所述纵梁的一端延伸至建筑内并通过螺栓与建筑的结构梁连接,所述纵梁的上方通过螺栓连接有多根横梁,所述横梁沿所述纵梁的延伸方向间隔设置,所述横梁的两端通过螺栓与建筑墙体连接,所述横梁的上侧设置有连接结构,所述横梁通过所述连接结构与爬架的竖杆连接。In order to achieve the above purpose, the technical scheme of the climbing frame support structure of the present invention is as follows: it includes a multi-layer support structure arranged vertically, and each layer of the support structure includes a plurality of longitudinal beams arranged side by side, and one end of the longitudinal beam extends into the building and connected with the structural beams of the building by bolts, a plurality of beams are connected above the longitudinal beams by bolts, the beams are arranged at intervals along the extension direction of the longitudinal beams, and the two ends of the beams are connected with the beams by bolts. The building wall is connected, the upper side of the cross beam is provided with a connecting structure, and the cross beam is connected with the vertical rod of the climbing frame through the connecting structure.
有益效果:支撑结构在两个支撑座之间的建筑内通过连接结构对爬架进行支撑,增加了爬架与建筑物之间的连接点,进而大大提升了爬架的稳定性,支撑结构的设置层数可根据爬架的高度进行调整;支撑结构通过横梁和纵梁交叉相互搭接的方式连接在建筑内,使得支撑结构具有较高的稳定性和支撑能力,横梁和纵梁之间、横梁与墙体之间以及纵梁与结构梁之间均通过螺栓进行连接,不仅方便组装,而且当爬架向上爬升后,仅需拆除螺栓即可实现支撑结构与建筑物的分离,使用方便。Beneficial effect: The support structure supports the climbing frame through the connecting structure in the building between the two support bases, which increases the connection point between the climbing frame and the building, thereby greatly improving the stability of the climbing frame, and the stability of the supporting structure. The number of floors can be adjusted according to the height of the climbing frame; the supporting structure is connected in the building by cross-overlapping beams and longitudinal beams, so that the supporting structure has high stability and supporting capacity. The beams and the walls and the longitudinal beams and the structural beams are connected by bolts, which is not only convenient for assembly, but also when the climbing frame climbs up, the separation of the supporting structure and the building can be realized only by removing the bolts, which is convenient to use.
进一步的,所述横梁的下侧面铰接有两根斜支撑杆,两根所述斜支撑杆的下端通过螺栓分别连接于两个相对的建筑墙体上。Further, two diagonal support rods are hinged on the lower side of the beam, and the lower ends of the two diagonal support rods are respectively connected to two opposite building walls through bolts.
有益效果:通过设置斜支撑杆进一步提升了支撑结构的支撑强度和稳定性。Beneficial effects: the support strength and stability of the support structure are further improved by setting the inclined support rod.
进一步的,所述连接结构包括沿纵向延伸的连接板,所述连接板通过螺栓连接于所述横梁的上侧,所述连接板的上侧通过螺栓连接有牵制板,所述牵制板远离结构梁的一端延伸至建筑的外侧并固定连接有第一圆弧卡套,所述牵制板与所述第一圆弧卡套的外侧壁固定连接,所述第一圆弧卡套的尾端铰接有第二圆弧卡套,所述第一圆弧卡套和所述第二圆弧卡套的首端分别固定连接有第一定位板和第二定位板,所述第一定位板和所述第二定位板内分别开设有第一连接孔和第二连接孔,螺栓穿过所述第一连接孔和所述第二连接孔连接所述第一定位板和所述第二定位板。Further, the connecting structure includes a connecting plate extending in the longitudinal direction, the connecting plate is connected to the upper side of the beam by bolts, the upper side of the connecting plate is connected with a restraining plate by bolts, and the restraining plate is far away from the structure. One end of the beam extends to the outside of the building and is fixedly connected with a first arc ferrule, the restraining plate is fixedly connected with the outer side wall of the first arc ferrule, and the rear end of the first arc ferrule is hinged There is a second arc ferrule, the head ends of the first arc ferrule and the second arc ferrule are fixedly connected with a first positioning plate and a second positioning plate respectively, and the first positioning plate and the A first connecting hole and a second connecting hole are respectively opened in the second positioning plate, and bolts pass through the first connecting hole and the second connecting hole to connect the first positioning plate and the second positioning plate.
有益效果:当爬架上升到目标楼层后,在该目标楼层安装爬架支撑结构,安装前将牵制板一侧的第一圆弧卡套和第二圆弧卡套打开,调整支撑结构的位置,使得第一圆弧卡套的顶面位于与其相对爬架的竖杆与横杆交叉位置的下方,然后将横梁和纵梁与建筑进行连接,并使得爬架的竖杆位于第一圆弧卡套内;转动第二圆弧卡套,使用螺栓穿过第一定位板和第二定位板,进而将第一圆弧卡套和第二圆弧卡套的相对位置固定,此时爬架的竖杆被套设在第一圆弧卡套和第二圆弧卡套之间,第一圆弧卡套和第二圆弧卡套的顶端对爬架竖杆和横杆的交叉位置处形成支撑,当爬架意外与支撑座发生分离时,第一圆弧卡套和第二圆弧卡套会对爬架的竖杆形成牵制,使得爬架不会发生倾斜和掉落。Beneficial effect: when the climbing frame rises to the target floor, install the climbing frame support structure on the target floor, open the first arc ferrule and the second arc ferrule on one side of the restraint plate before installation, and adjust the position of the support structure , so that the top surface of the first arc ferrule is located below the intersection of the vertical bar and the cross bar of the opposite climbing frame, and then the cross beam and the longitudinal beam are connected with the building, and the vertical bar of the climbing frame is located in the first arc. Inside the ferrule; turn the second arc ferrule, use the bolt to pass through the first positioning plate and the second positioning plate, and then fix the relative position of the first arc ferrule and the second arc ferrule, at this time the climbing frame The vertical rod is sleeved between the first arc ferrule and the second arc ferrule, and the top ends of the first arc ferrule and the second arc ferrule are formed at the intersection of the vertical rod and the horizontal rod of the climbing frame. Support, when the climbing frame is accidentally separated from the support base, the first arc ferrule and the second arc ferrule will restrain the vertical rod of the climbing frame, so that the climbing frame will not tilt and fall.
进一步的,所述第一圆弧卡套和所述第二圆弧卡套的内壁设置有橡胶垫。Further, rubber pads are provided on the inner walls of the first arc ferrule and the second arc ferrule.
有益效果:使得爬架的竖杆可以更稳定的穿设在第一圆弧卡套和第二圆弧卡套内。Beneficial effects: the vertical rod of the climbing frame can be more stably worn in the first arc ferrule and the second arc ferrule.
进一步的,相邻所述牵制板之间通过螺栓连接有加强板。Further, reinforcing plates are connected between adjacent restraining plates through bolts.
有益效果:通过设置加强板进一步提升了支撑结构的整体强度。Beneficial effects: the overall strength of the support structure is further improved by setting the reinforcing plate.
进一步的,所述加强板的上侧固定连接有吊环。Further, a lifting ring is fixedly connected to the upper side of the reinforcing plate.
有益效果:当爬架上升后,支撑结构需要拆除并将其向上移动,以便继续对爬架进行支撑,当支撑结构与建筑分离后,仅需使用挂钩钩挂住吊环并使用吊车向上提升即可,进一步提升了本实用新型使用的便捷性。Beneficial effect: When the climbing frame rises, the supporting structure needs to be dismantled and moved upward to continue supporting the climbing frame. When the supporting structure is separated from the building, it is only necessary to use the hook to hang the lifting ring and use the crane to lift it upwards. , which further improves the convenience of using the utility model.
附图说明Description of drawings
图1为本实用新型爬架支撑结构的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the utility model climbing frame support structure;
图2为图1中局部A的放大图。FIG. 2 is an enlarged view of part A in FIG. 1 .
图中:1、纵梁;2、横梁;3、钢板;4、铰接座;5、斜支撑杆;6、牵制板;7、第一圆弧卡套;8、第二圆弧卡套;9、第一定位板;10、第二定位板;11、第一连接孔;12、第二连接孔;13、加强板;14、吊环;15、墙体;16、结构梁;17、连接板;18、横杆;19、竖杆。In the figure: 1. Longitudinal beam; 2. Cross beam; 3. Steel plate; 4. Hinged seat; 5. Oblique support rod; 9, the first positioning plate; 10, the second positioning plate; 11, the first connection hole; 12, the second connection hole; 13, the reinforcement plate; 14, the lifting ring; plate; 18, horizontal bar; 19, vertical bar.
具体实施方式Detailed ways
下面结合附图对本实用新型的实施方式作进一步说明,需要说明的是,术语“中心”、“上”、“下”、“左”、“右”、“竖直”、“水平”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。The embodiments of the present utility model will be further described below in conjunction with the accompanying drawings. It should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", " The orientation or positional relationship indicated by "inside", "outside", etc. is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the indicated device or element must have The particular orientation, construction and operation in the particular orientation are therefore not to be construed as limitations of the present invention.
如图1和图2所示,爬架支撑结构,包括沿竖向设置的多层支撑结构,以其中一层支撑结构为例,支撑结构包括三根沿左右方向间隔并排设置的纵梁1,纵梁1的上方通过螺栓连接有两根横梁2,两根横梁2沿前后方向间隔设置,纵梁1的后端以及横梁2的两端焊接有钢板3,钢板3内开设有连接孔,纵梁1的后端延伸至建筑内结构梁16的前侧,螺栓穿过纵梁1后端钢板3的连接孔将纵梁1与建筑的结构梁16连接,螺栓穿过横梁2两端钢板3的连接孔将横梁2与建筑的两侧墙体15连接,横梁2的下侧面固定连接有两个铰接座4,铰接座4包括两块沿前后方向并排设置的铰接板,两个铰接板之间通过销轴铰接有斜支撑杆5,每根斜支撑杆5的下端焊接有钢板3,螺栓穿过钢板3将两根斜支撑杆5的下端分别与建筑内两个相对的墙体15连接。As shown in Figures 1 and 2, the climbing frame support structure includes a multi-layer support structure arranged vertically. Taking one layer of the support structure as an example, the support structure includes three longitudinal beams 1 arranged side by side at intervals along the left and right directions. The top of the beam 1 is connected with two beams 2 by bolts, the two beams 2 are arranged at intervals along the front and rear directions, the rear end of the longitudinal beam 1 and the two ends of the beam 2 are welded with steel plates 3, and the steel plates 3 are provided with connecting holes, and the longitudinal beams The rear end of 1 extends to the front side of the
支撑结构在两个支撑座之间的建筑内通过连接结构对爬架进行支撑,增加了爬架与建筑物之间的连接点,进而大大提升了爬架的稳定性,支撑结构的设置层数可根据爬架的高度进行调整;支撑结构通过横梁2和纵梁1交叉相互搭接的方式连接在建筑内,使得支撑结构具有较高的稳定性和支撑能力,横梁2和纵梁1之间、横梁2与墙体15之间以及纵梁1与结构梁16之间均通过螺栓进行连接,不仅方便组装,而且当爬架向上爬升后,仅需拆除螺栓即可实现支撑结构与建筑物的分离,使用方便。The support structure supports the climbing frame through the connecting structure in the building between the two support bases, which increases the connection point between the climbing frame and the building, thereby greatly improving the stability of the climbing frame. It can be adjusted according to the height of the climbing frame; the support structure is connected in the building by cross-overlapping the beam 2 and the longitudinal beam 1, so that the supporting structure has high stability and supporting capacity, and the gap between the beam 2 and the longitudinal beam 1 is high. , between the beam 2 and the
在本实施例中,连接结构包括沿纵向延伸的连接板17,连接板17的两端固定连接有侧板,螺栓穿过侧板将连接板17与横梁2进行连接,连接板17的上次通过螺栓连接有牵制板6,牵制板6的前端延伸至建筑的外侧并固定连接有第一圆弧卡套7,牵制板6与第一圆弧卡套7的外侧壁固定连接,第一圆弧卡套7的尾端铰接有第二圆弧卡套8,具体的,第一圆弧卡套7和第二圆弧卡套8的尾端分别固定连接有第一铰接柱和第二铰接柱,第一铰接柱和第二铰接柱内开设有铰接孔,铰接轴通过穿过第一铰接孔和第二铰接孔实现第一圆弧卡套7和第二圆弧卡套8之间的铰接;第一圆弧卡套7和第二圆弧卡套8的内壁设置有橡胶垫,第一圆弧卡套7和第二圆弧卡套8的首端分别固定连接有第一定位板9和第二定位板10,第一定位板9和第二定位板10内分别开设有第一连接孔11和第二连接孔12。In this embodiment, the connecting structure includes a connecting
当爬架上升到目标楼层后,在该目标楼层安装爬架支撑结构,安装前将牵制板6一侧的第一圆弧卡套7和第二圆弧卡套8打开,调整支撑结构的位置,使得第一圆弧卡套7的顶面位于与其相对爬架的竖杆19与横杆18交叉位置的下方,然后将横梁2和纵梁1与建筑进行连接,并使得爬架的竖杆19位于第一圆弧卡套7内;转动第二圆弧卡套8,使用螺栓穿过第一定位板9和第二定位板10,进而将第一圆弧卡套7和第二圆弧卡套8的相对位置固定,此时爬架的竖杆19被套设在第一圆弧卡套7和第二圆弧卡套8之间,第一圆弧卡套7和第二圆弧卡套8的顶端对爬架竖杆19和横杆18的交叉位置处形成支撑,当爬架意外与支撑座发生分离时,第一圆弧卡套7和第二圆弧卡套8会对爬架的竖杆19形成牵制,使得爬架不会发生倾斜和掉落。When the climbing frame rises to the target floor, install the supporting structure of the climbing frame on the target floor. Before installation, open the
在本实施例中,相邻牵制板6之间通过螺栓连接有加强板13,且加强板13、牵制板6和连接板17之间通过同一个螺栓连接,加强板13的上侧固定连接有吊环14。通过设置加强板13进一步提升了支撑结构的整体强度;当爬架上升后,支撑结构需要拆除并将其向上移动,以便继续对爬架进行支撑,因此当支撑结构拆除后,仅需使用挂钩钩挂住吊环14并使用吊车向上提升,即可快速将支撑结构移动上所需要的楼层内。In this embodiment, the reinforcing
上述实施例中,支撑结构包括三根沿左右方向间隔并排设置的纵梁,纵梁的上方通过螺栓连接有两根横梁,在其他实施例中,横梁的数量还可设置为三根。In the above embodiment, the support structure includes three longitudinal beams arranged side by side at intervals along the left-right direction, and two transverse beams are connected above the longitudinal beams by bolts. In other embodiments, the number of transverse beams can also be set to three.
上述实施例中,连接结构包括沿纵向延伸的牵制板,牵制板的前端延伸至建筑的外侧并固定连接有第一圆弧卡套,第一圆弧卡套的尾端铰接有第二圆弧卡套,通过将第一圆弧卡套和第二圆弧卡套套设在竖杆中实现对爬架的支撑,在其他实施例中,还可直接将牵制板与爬架的竖杆焊接连接。In the above embodiment, the connection structure includes a restraining plate extending in the longitudinal direction, the front end of the restraining plate extends to the outside of the building and is fixedly connected with a first arc ferrule, and the rear end of the first arc ferrule is hinged with a second arc. The ferrule supports the climbing frame by arranging the first arc ferrule and the second arc ferrule in the vertical rod. In other embodiments, the restraint plate can also be directly welded to the vertical rod of the climbing frame. .
以上仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The above are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included in the present invention. within the scope of the new protection.
Claims (6)
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