CN218597834U - A detachable temporary support lattice column structure - Google Patents
A detachable temporary support lattice column structure Download PDFInfo
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- CN218597834U CN218597834U CN202222040507.2U CN202222040507U CN218597834U CN 218597834 U CN218597834 U CN 218597834U CN 202222040507 U CN202222040507 U CN 202222040507U CN 218597834 U CN218597834 U CN 218597834U
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Description
技术领域technical field
本实用新型涉及一种可拆卸临时支撑格构柱构造。The utility model relates to a detachable temporary support lattice column structure.
背景技术Background technique
大跨度桁架钢结构建筑在施工阶段,由于建造的先后顺序或其他原因,钢结构顶部结构某些部位的支撑柱体未完成建成,因而,在施工过程中,需要对建筑顶部结构的该部位进行临时支撑,待其他建筑部分完工后,撤去该一种可拆卸临时支撑格构柱构造,再在该位置建设承力柱。In the construction stage of the large-span truss steel structure building, due to the construction sequence or other reasons, the supporting columns of some parts of the steel structure top structure have not been completed. Therefore, during the construction process, this part of the building top structure needs to be repaired. Temporary support, after the completion of other building parts, remove the detachable temporary support lattice column structure, and then build a load-bearing column at this position.
现有技术中,一种可拆卸临时支撑格构柱构造未设有临时施工平台,导致作业不便,行业亟需解决上述问题。In the prior art, a detachable temporary support lattice column structure is not provided with a temporary construction platform, resulting in inconvenient operation, and the industry urgently needs to solve the above problems.
发明内容Contents of the invention
为了克服现有技术的不足,本实用新型的目的在于提供一种一种可拆卸临时支撑格构柱构造,其设有施工平台,使作业过程更便捷。In order to overcome the deficiencies of the prior art, the purpose of this utility model is to provide a detachable temporary support lattice column structure, which is provided with a construction platform to make the operation process more convenient.
本实用新型的目的采用如下技术方案实现:The purpose of this utility model adopts following technical scheme to realize:
一种可拆卸临时支撑格构柱构造,包括若干吊塔安装节,各所述吊塔安装节均为呈四棱柱的架体,所述吊塔安装节的顶侧四角及底侧四角均设有连接套筒,各所述吊塔安装节沿竖向首尾相接地叠置,相邻两个所述吊塔安装节的连接套筒通过螺杆连接,位于顶端的吊塔安装节连接有顶座,所述顶座包括底方框和两个立方框,两个立方框均呈“匚”字型,所述底方框的四角均设有连接套筒,所述底方框的连接套筒与位于顶端的吊塔安装节的连接套筒通过螺钉连接,两个立方框的顶部通过横梁固接,所述横梁的顶侧中部固接有支撑块,所述支撑块用于支撑建筑的顶部,所述立方框的顶梁的端部设有连接缺口,所述底方框的侧壁设有连接槽,所述顶座连接有临时平台,所述临时平台包括底座,所述底座的顶壁设有护栏,所述底座的前侧设有滑槽,所述滑槽内可滑动地设有连接滑块,所述滑槽的后壁可转动地连接有两条调节杆,所述底座的底部设有凹槽,所述凹槽供所述调节杆的尾端穿出,所述调节杆的尾端固定设有六角螺杆头,所述调节杆的前端与所述连接滑块螺纹连接,所述底座通过斜杆固接有连接横杆,所述连接横加强杆的纵截面轮廓与所述连接缺口适配,所述连接滑块的纵截面轮廓与所述连接槽适配。A detachable temporary support lattice column structure, including several pendant installation sections, each of the pendant installation sections is a frame body in the shape of a square prism, and the top and bottom four corners of the pendant installation section are all set There are connecting sleeves, each of the pendant installation sections is vertically stacked end to end, the connecting sleeves of two adjacent pendant installation sections are connected by screws, and the pendant installation section at the top is connected with a top The top seat includes a bottom square frame and two cubic frames, both of which are in the shape of "匚", the four corners of the bottom square frame are provided with connecting sleeves, and the connecting sleeves of the bottom square frame The tube and the connecting sleeve of the pendant installation section at the top are connected by screws, and the tops of the two cube frames are fixed by a beam, and a support block is fixed in the middle of the top side of the beam, and the support block is used to support the building. At the top, the end of the top beam of the cube frame is provided with a connection gap, the side wall of the bottom frame is provided with a connection groove, the top base is connected with a temporary platform, the temporary platform includes a base, and the base The top wall is provided with a guardrail, the front side of the base is provided with a chute, the chute is slidably provided with a connecting slider, and the rear wall of the chute is rotatably connected with two adjustment rods. The bottom of the base is provided with a groove, and the groove is used for the tail end of the adjusting rod to pass through. Connection, the base is fixedly connected to the connecting cross bar through the diagonal bar, the longitudinal section profile of the connecting horizontal reinforcing bar is adapted to the connection notch, and the longitudinal section profile of the connecting slider is adapted to the connecting groove.
具体地,所述吊塔安装节的顶侧四角及底侧四角均设有一对连接套筒。Specifically, a pair of connecting sleeves are provided at the four corners on the top side and the four corners on the bottom side of the pendant installation section.
具体地,所述横梁的截面为空心的正方形。Specifically, the cross-section of the beam is a hollow square.
具体地,两个所述立方框之间连接有一条横加强杆和一条斜加强杆。Specifically, a horizontal reinforcement rod and an oblique reinforcement rod are connected between the two cube frames.
具体地,所述横梁的底壁的前、后两侧边缘均通过斜加强杆与底方框的前、后两侧框体连接。Specifically, the front and rear edges of the bottom wall of the beam are connected to the front and rear frames of the bottom frame through oblique reinforcing rods.
具体地,所述底座两侧壁后侧均设有朝向倾斜设置的所述斜加强杆,两条所述斜加强杆的前端分别固接于所述连接横加强杆的横向两端。Specifically, the rear sides of the two side walls of the base are provided with the oblique reinforcing rods facing obliquely, and the front ends of the two oblique reinforcing rods are respectively affixed to the lateral ends of the connecting horizontal reinforcing rods.
具体地,所述立方框与所述底方框的框体截面均呈“匚”字型。Specifically, the frame sections of the cubic frame and the bottom frame are both in the shape of a "匚".
具体地,所述立方框的顶侧框体与所述底方框之间设有两条加强柱,所述加强柱呈“八”字型设置,两条所述加强柱的截面均呈“匚”字型。Specifically, two reinforcement columns are arranged between the top side frame body of the cubic frame and the bottom box frame, the reinforcement columns are arranged in the shape of "eight", and the cross sections of the two reinforcement columns are both in the shape of "匚" font.
具体地,所述支撑块为空心柱体。Specifically, the support block is a hollow cylinder.
相比现有技术,本实用新型的有益效果在于:Compared with the prior art, the beneficial effects of the utility model are:
首先将多个吊塔安装节沿竖向首尾相接叠置,使相邻两个吊塔安装节的连接套筒通过螺杆连接。然后,将位于最底端的吊塔安装节与地面固接。First, a plurality of pendant installation sections are vertically stacked end to end, so that the connecting sleeves of two adjacent pendant installation sections are connected by screws. Then, fix the pendant installation section at the bottom to the ground.
然后,拧动两条调节杆,使连接滑块尽可能内收于滑槽,从而增大连接滑块的前侧面与连接横杆的后侧面之间的距离,使得能够将两条斜杆套在顶座外,并且使连接横杆进入两个立方框的连接缺口。继而,反向拧动两条调节杆,使连接滑块外伸至进入顶座后侧的连接槽并低紧连接槽的底壁,由于连接横杆的纵截面轮廓与连接缺口适配,且连接滑块的纵截面轮廓与连接槽适配,此时,连接滑块与连接横杆分别嵌入连接缺口及连接槽,从而实现临时平台与顶座的固接。两条斜杆套在顶座横向两侧,能保障避免临时平台沿横向滑落。Then, twist the two adjusting rods to make the connecting slider retract in the chute as much as possible, thereby increasing the distance between the front side of the connecting slider and the rear side of the connecting cross bar, so that the two oblique bars can be placed Outside the top seat, and make the connection cross bar enter the connection gap of the two cubic frames. Then, reversely twist the two adjusting rods, so that the connecting slide block extends out to enter the connecting groove on the rear side of the top seat and tightens the bottom wall of the connecting groove, because the longitudinal section profile of the connecting cross bar is adapted to the connecting notch, and The longitudinal cross-sectional profile of the connecting slider is adapted to the connecting groove. At this time, the connecting slider and the connecting cross bar are respectively embedded in the connecting notch and the connecting groove, thereby realizing the fixed connection between the temporary platform and the top seat. Two slanting rods are sleeved on the lateral sides of the top seat, which can prevent the temporary platform from sliding down laterally.
完成临时平台与顶座的固接后,将顶座与最顶端的吊塔安装节通过螺杆穿过彼此的连接套筒的方式固接,完成整体组装。After completing the fastening of the temporary platform and the top base, the top base and the topmost pendant installation section are fastened through the connecting sleeves of each other through the screw rods to complete the overall assembly.
继而,根据此时横梁与建筑顶部待支撑部位之间的距离,选取高度合适的支撑块,将该支撑块过盈地放置入横梁与建筑顶部待支撑部位之间,并将支撑块的底部焊接于横梁,继而将支撑块的顶部焊接于建筑顶部待支撑部位,即可实现对建筑的临时支撑。Then, according to the distance between the beam and the part to be supported on the top of the building at this time, select a support block with an appropriate height, place the support block between the beam and the part to be supported on the top of the building with an interference, and weld the bottom of the support block On the beam, and then weld the top of the support block to the part to be supported on the top of the building to achieve temporary support for the building.
当需要撤去临时支撑时,用火焰切割将支撑块的顶部与建筑顶部待支撑部位的连接出切开,并切除竖向1-2cm的厚度,以撤去支撑力,便于一种可拆卸临时支撑格构柱构造的拆卸。When it is necessary to remove the temporary support, use flame cutting to cut the connection between the top of the support block and the part to be supported on the top of the building, and cut off the vertical thickness of 1-2cm to remove the support force, which is convenient for a detachable temporary support grid Dismantling of column structures.
临时平台可供焊接及火焰切割操作者站立,临时平台与顶座可拆卸连接,便于运输。The temporary platform can be used for welding and flame cutting operators to stand, and the temporary platform is detachably connected with the top base, which is convenient for transportation.
附图说明Description of drawings
图1为本实用新型一种可拆卸临时支撑格构柱构造的视图;Fig. 1 is a view of a detachable temporary support lattice column structure of the utility model;
图2为吊塔安装节的视图;Fig. 2 is the view of hanging tower installation section;
图3为顶座的视图;Fig. 3 is the view of top seat;
图4为顶座与临时平台的组合状态视图;Fig. 4 is the combined state view of top seat and temporary platform;
图5为临时平台的视图;Fig. 5 is the view of temporary platform;
图6为临时平台的另一视图。Figure 6 is another view of the temporary platform.
图中:In the picture:
1、吊塔安装节;11、连接套筒;1. Pendant installation section; 11. Connecting sleeve;
2、顶座;21、底方框;211、连接槽;22、立方框;221、连接缺口;222、横加强杆;223、斜加强杆;224、加强柱;2. Top seat; 21. Bottom square frame; 211. Connection groove; 22. Cube frame; 221. Connection gap; 222. Horizontal reinforcement rod; 223. Inclined reinforcement rod; 224. Reinforcement column;
3、横梁;3. Beam;
4、支撑块;4. Support block;
5、临时平台;51、底座;511、滑槽;512、连接滑块;513、调节杆;514、凹槽;52、护栏;53、斜杆;54、连接横杆;5, temporary platform; 51, base; 511, chute; 512, connecting slider; 513, adjusting rod; 514, groove; 52, guardrail; 53, inclined bar; 54, connecting cross bar;
6、支撑座。6. Support seat.
具体实施方式Detailed ways
下面,结合附图以及具体实施方式,对本实用新型做进一步描述,需要说明的是,在不相冲突的前提下,以下描述的各实施例之间或各技术特征之间可以任意组合形成新的实施例。Below, the utility model will be further described in conjunction with the accompanying drawings and specific implementation methods. It should be noted that, on the premise of not conflicting, the various embodiments or technical features described below can be combined arbitrarily to form new implementations. example.
见图1至图6,一种可拆卸临时支撑格构柱构造,包括若干吊塔安装节1,各吊塔安装节1均为呈四棱柱的架体。吊塔安装节1的顶侧四角及底侧四角均设有连接套筒11。各吊塔安装节1沿竖向首尾相接地叠置,相邻两个吊塔安装节1的连接套筒11通过螺杆(图未示出)连接。As shown in Figures 1 to 6, a detachable temporary support lattice column structure includes several
位于顶端的吊塔安装节1连接有顶座2,顶座2包括底方框21和两个立方框22,两个立方框22均呈“匚”字型。底方框21的四角均设有连接套筒11,底方框21的连接套筒11与位于顶端的吊塔安装节1的连接套筒11通过螺钉(图未示出)连接。The
位于底端的吊塔安装节1连接有支撑座6。支撑座6呈正方形,支撑座6的顶壁设有正方形凸台。位于底端的吊塔安装节1的底部连接套筒11通过螺杆(图未示出)与正方形凸台固接。支撑座6可预埋于地面(正方形凸台外露),支撑座6也可通过螺栓固接于地面。The
两个立方框22的顶部通过横梁3固接,横梁3的顶侧中部固接有支撑块4,支撑块4用于支撑建筑的顶部。The tops of the two
立方框22的顶梁的端部设有连接缺口221。底方框21的侧壁设有连接槽211。The end of the top beam of the
顶座2连接有临时平台5,临时平台5包括底座51,底座51的顶壁设有护栏52。底座51的前侧设有滑槽511,滑槽511内可滑动地设有连接滑块512。滑槽511的后壁可转动地连接有两条调节杆513。The
底座51的底部设有凹槽514,凹槽514供调节杆513的尾端穿出。调节杆513的尾端固定设有六角螺杆头。调节杆513的前端与连接滑块512螺纹连接。底座51通过斜杆53固接有连接横杆54,连接横杆54的纵截面轮廓与连接缺口221适配,连接滑块512的纵截面轮廓与连接槽211适配。The bottom of the
具体地,吊塔安装节1的顶侧四角及底侧四角均设有一对连接套筒11。Specifically, a pair of connecting
具体地,横梁3的截面为空心的正方形。Specifically, the cross-section of the
具体地,两个立方框22之间连接有一条横加强杆222和一条斜加强杆223。Specifically, a horizontal reinforcing
具体地,横梁3的底壁的前、后两侧边缘均通过斜加强杆223与底方框21的前、后两侧框体连接。Specifically, the front and rear edges of the bottom wall of the
具体地,底座51两侧壁后侧均设有朝向倾斜设置的斜加强杆223,两条斜加强杆223的前端分别固接于连接横加强杆222的横向两端。Specifically, the rear sides of both side walls of the base 51 are provided with slanted reinforcing
具体地,立方框22与底方框21的框体截面均呈“匚”字型。Specifically, the frame sections of the
具体地,立方框22的顶侧框体与底方框21之间设有两条加强柱224,加强柱224呈“八”字型设置,两条加强柱224的截面均呈“匚”字型。Specifically, two reinforcing
具体地,支撑块4为空心柱体。Specifically, the support block 4 is a hollow cylinder.
本实用新型的一种可拆卸临时支撑格构柱构造的工作原理为:The working principle of a detachable temporary support lattice column structure of the utility model is as follows:
首先将多个吊塔安装节1沿竖向首尾相接叠置,使相邻两个吊塔安装节1的连接套筒11通过螺杆(图未示出)连接。然后,将位于最底端的吊塔安装节1与地面固接。First, a plurality of
然后,拧动两条调节杆513,使连接滑块512尽可能内收于滑槽511,从而增大连接滑块512的前侧面与连接横杆54的后侧面之间的距离,使得能够将两条斜杆53套在顶座2外,并且使连接横杆54进入两个立方框22的连接缺口221。继而,反向拧动两条调节杆513,使连接滑块512外伸至进入顶座2后侧的连接槽211并低紧连接槽211的底壁,由于连接横杆54的纵截面轮廓与连接缺口221适配,且连接滑块512的纵截面轮廓与连接槽211适配,此时,连接滑块512与连接横杆54分别嵌入连接缺口221及连接槽211,从而实现临时平台5与顶座2的固接。两条斜杆53套在顶座2横向两侧,能保障避免临时平台5沿横向滑落。Then, twist the two adjusting
完成临时平台5与顶座2的固接后,将顶座2与最顶端的吊塔安装节1通过螺杆穿过彼此的连接套筒11的方式固接,完成整体组装。After completing the fastening of the
继而,根据此时横梁3与建筑顶部待支撑部位之间的距离,选取高度合适的支撑块4,将该支撑块4过盈地放置入横梁3与建筑顶部待支撑部位之间,并将支撑块4的底部焊接于横梁3,继而将支撑块4的顶部焊接于建筑顶部待支撑部位,即可实现对建筑的临时支撑。Then, according to the distance between the
当需要撤去临时支撑时,用火焰切割将支撑块4的顶部与建筑顶部待支撑部位的连接出切开,并切除竖向1-2cm的厚度,以撤去支撑力,便于一种可拆卸临时支撑格构柱构造的拆卸。When it is necessary to remove the temporary support, use flame cutting to cut the connection between the top of the support block 4 and the part to be supported on the top of the building, and cut off the vertical thickness of 1-2cm to remove the support force, which is convenient for a detachable temporary support Disassembly of lattice column structures.
临时平台5可供焊接及火焰切割操作者站立,临时平台5与顶座2可拆卸连接,便于运输。The
上述实施方式仅为本实用新型的优选实施方式,不能以此来限定本实用新型保护的范围,本领域的技术人员在本实用新型的基础上所做的任何非实质性的变化及替换均属于本实用新型所要求保护的范围。The above-mentioned embodiments are only preferred embodiments of the present utility model, and cannot be used to limit the scope of protection of the present utility model. The scope of protection required by the utility model.
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| CN116771166A (en) * | 2023-06-21 | 2023-09-19 | 中国五冶集团有限公司 | Detachable lattice column supporting jig frame with overhanging steel structure |
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Granted publication date: 20230310 |