CN210152295U - Can have enough to meet need reverse construction method steel-pipe column guiding device that hangs down of bolt formula - Google Patents
Can have enough to meet need reverse construction method steel-pipe column guiding device that hangs down of bolt formula Download PDFInfo
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- CN210152295U CN210152295U CN201920363352.1U CN201920363352U CN210152295U CN 210152295 U CN210152295 U CN 210152295U CN 201920363352 U CN201920363352 U CN 201920363352U CN 210152295 U CN210152295 U CN 210152295U
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Abstract
Description
技术领域technical field
本实用新型涉及建筑施工领域,具体涉及一种可周转插销式的逆作法钢管柱调垂导向装置。The utility model relates to the field of building construction, in particular to a vertical adjustment guide device of a reversible bolt-type reverse method steel pipe column.
背景技术Background technique
逆作法多用于高层建筑多层地下室和其它多层地下结构施工中,解决了城市高楼密集区内基坑作业的安全问题,在缩短工期降低施工临时支护成本中有明显的经济效果。然而大多数逆作法中对工程的限制繁多,对地上上部结构,施工多有荷载限制,特别是基坑深度不能太深,地下逆作结构层数也多为3层以下。究其原因主要是竖向支撑桩柱与地下连续墙和水平结构受力体系的整体稳定性,无法满足结构稳定性要求。具体来讲,地下竖向结构的逆作法施工质量远低于顺作的水平,特别是逆作区域钢管立柱桩的垂直度控制更是重中之重。The reverse method is mostly used in the construction of multi-storey basements of high-rise buildings and other multi-storey underground structures, which solves the safety problem of foundation pit operations in dense urban high-rise areas, and has obvious economic effects in shortening the construction period and reducing the cost of temporary construction support. However, most of the reverse engineering methods have many restrictions on the engineering. For the above-ground superstructure, there are many load restrictions in the construction, especially the depth of the foundation pit should not be too deep, and the number of underground reverse engineering structures is mostly below 3 layers. The main reason is that the overall stability of the vertical support piles, the underground diaphragm wall and the horizontal structure stress system cannot meet the structural stability requirements. Specifically, the construction quality of the reverse method of the underground vertical structure is much lower than the level of the forward operation, especially the verticality control of the steel pipe column pile in the reverse operation area is the most important.
目前,由于基坑采用全逆作法施工,基坑深度24.3m,一柱一桩工程钢管柱共146根,钢管柱截面类型多,含异型截面柱;钢柱垂直度控制允许偏差设计要求≤1/1000,全长柱不得大于35mm,钢柱设计垂直度要求很高,施工控制难度之大众所周知。为满足施工质量要求,采用高出地面4m的钢管柱调垂方案。为达到降低成本需要,采用实体钢柱高出地面2m+2米高可周转工具柱的措施有效节约成本,同时优化钢柱与工具柱连接节点,保证钢柱接长拼装质量。At present, because the foundation pit is constructed by the full inverse method, the depth of the foundation pit is 24.3m, and there are 146 steel pipe columns in one column and one pile project. /1000, the full length of the column should not be greater than 35mm, the verticality of the steel column design is very high, and the construction control is difficult as we all know. In order to meet the construction quality requirements, the vertical adjustment scheme of the steel pipe column 4m above the ground is adopted. In order to reduce the cost, the measures of using the solid steel column to be 2m+2m above the ground and turning the tool column can effectively save the cost, and at the same time optimize the connection node between the steel column and the tool column to ensure the quality of the steel column.
实用新型内容Utility model content
本实用新型的目的是为解决上述不足,提供一种可周转插销式的逆作法钢管柱调垂导向装置。The purpose of this utility model is to solve the above-mentioned deficiencies, and to provide a reversible bolt-type vertical adjustment guide device for a steel pipe column.
本实用新型的目的是通过以下技术方案实现的:The purpose of this utility model is to realize through the following technical solutions:
一种可周转插销式的逆作法钢管柱调垂导向装置,包括钢管柱,钢管柱包括内柱和外壁体,外壁体分为三部分,包括上调垂钢管柱、下调垂钢管柱和固定钢管柱,固定钢管柱安装在自然地面内部,下调垂钢管柱外壁中部焊接多个20mm厚钢板,下调垂钢管柱左右两侧分别设置有一个下通孔。The utility model relates to a reversible bolt-type reverse-action steel pipe column vertical adjustment guide device, comprising a steel pipe column, the steel pipe column includes an inner column and an outer wall body, and the outer wall body is divided into three parts, including an upward vertical steel pipe column, a downward vertical steel pipe column and a fixed steel pipe column , the fixed steel pipe column is installed inside the natural ground, a plurality of 20mm thick steel plates are welded in the middle of the outer wall of the lower vertical steel pipe column, and a lower through hole is respectively set on the left and right sides of the lower vertical steel pipe column.
上调垂钢管柱左右两侧分别设置有一个上通孔。An upper through hole is respectively provided on the left and right sides of the upward-adjusting vertical steel pipe column.
每个下通孔内设置有一个M30高强粗纹螺母。Each lower through hole is provided with an M30 high-strength coarse-grained nut.
固定钢管柱右侧设置有溢流孔。An overflow hole is arranged on the right side of the fixed steel pipe column.
本实用新型具有如下有益的效果:The utility model has the following beneficial effects:
本实用新型设计合理,使用方便,采用插销式工具柱,钢柱壁等厚,插销空间为4mm,插销长度为400mm,钢柱接长后,在钢柱拼装时安装好工具柱,采用高强螺母连接,并用钢板焊接固定,详见设计大样图。理论工具柱垂直度偏差累加≤2mm,较原钢柱平整度L/1500增加0.5/1500,安装精度高。The utility model has reasonable design and convenient use. It adopts a bolt-type tool column, the steel column wall is of equal thickness, the bolt space is 4mm, and the bolt length is 400mm. After the steel column is connected, the tool column is installed when the steel column is assembled, and high-strength nuts are used Connected and fixed by steel plate welding, see the design drawings for details. The cumulative deviation of the verticality of the theoretical tool column is ≤2mm, which is 0.5/1500 higher than the flatness of the original steel column L/1500, and the installation accuracy is high.
附图说明Description of drawings
图1为本实用新型的整体结构示意图。FIG. 1 is a schematic diagram of the overall structure of the present invention.
具体实施方式Detailed ways
下面结合附图对本实用新型作进一步的说明:Below in conjunction with accompanying drawing, the utility model is further described:
如图1所示,一种可周转插销式的逆作法钢管柱调垂导向装置,包括钢管柱,钢管柱包括内柱和外壁体,外壁体分为三部分,包括上调垂钢管柱1、下调垂钢管柱2和固定钢管柱3,固定钢管柱3安装在自然地面7内部,下调垂钢管柱2外壁中部焊接多个20mm厚钢板8,下调垂钢管柱左右两侧分别设置有一个下通孔5。As shown in Figure 1, a reversible bolt-type reverse method steel pipe column vertical adjustment guide includes a steel pipe column. The steel pipe column includes an inner column and an outer wall body. Vertical steel pipe column 2 and fixed
上调垂钢管柱左右两侧分别设置有一个上通孔4。An upper through
每个下通孔内设置有一个M30高强粗纹螺母。Each lower through hole is provided with an M30 high-strength coarse-grained nut.
固定钢管柱右侧设置有溢流孔6。An
工具管外管与内管焊接连接,可在内外管重叠部分纵向开口后焊接,外管端面不得施焊,内管上对称镶焊多个9.8级M30高强粗纹螺母,并配M30长70mm螺栓,钢立柱顶部的通孔数量与位置与对应工具管内套管镶焊螺母一致;内管可采用Q235钢板卷制,外壁打磨光圆,并保证能够顺利插入钢管柱内。The outer tube of the tool tube and the inner tube are welded and connected, which can be welded after the longitudinal opening of the overlapping part of the inner and outer tubes. The end face of the outer tube shall not be welded. The inner tube is symmetrically inlaid and welded with a number of 9.8-grade M30 high-strength coarse-grained nuts, and M30 long 70mm bolts , the number and position of the through holes at the top of the steel column are consistent with the welding nut of the inner sleeve of the corresponding tool tube; the inner tube can be made of Q235 steel plate, the outer wall is polished and round, and it can be smoothly inserted into the steel tube column.
现场施工时,工具管与钢立柱连接好后,在外侧焊纵向筋板,数量同连接螺栓,每块纵向筋板大小为300*100*25。立柱标高为:(1)一种规格只有一根的钢立柱不设工具柱,柱加长顶标高为3.2m,其余钢立柱顶标高高出地面2m。During on-site construction, after the tool tube and the steel column are connected, longitudinal ribs are welded on the outside, the number of which is the same as that of the connecting bolts, and the size of each longitudinal rib is 300*100*25. The elevation of the column is: (1) There is no tool column for a steel column with only one specification. The elevation of the top of the column is 3.2m, and the elevation of the top of the other steel columns is 2m above the ground.
关于溢流口:(1)水平位置:圆形柱与轴线呈45度夹角对称布设,矩形柱在对角对称布设;(2)数量:每根钢立柱开孔两个。Regarding the overflow port: (1) Horizontal position: the circular column and the axis are arranged symmetrically at an angle of 45 degrees, and the rectangular column is symmetrically arranged diagonally; (2) Quantity: two holes per steel column.
采用插销式工具柱,钢柱壁等厚,插销空间为4mm,插销长度为400mm,钢柱接长后,在钢柱拼装时安装好工具柱,采用高强螺母连接,并用钢板焊接固定,理论工具柱垂直度偏差累加≤2mm,较原钢柱平整度L/1500增加0.5/1500。The bolt type tool column is used, the steel column wall is of equal thickness, the bolt space is 4mm, and the bolt length is 400mm. After the steel column is lengthened, install the tool column when the steel column is assembled, connect it with high-strength nuts, and fix it with steel plate welding. Theoretical tool The cumulative deviation of the verticality of the column is ≤2mm, which is 0.5/1500 higher than the flatness L/1500 of the original steel column.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111676963A (en) * | 2020-06-12 | 2020-09-18 | 中电建南方建设投资有限公司 | Steel pipe upright post positioning device and positioning construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111676963A (en) * | 2020-06-12 | 2020-09-18 | 中电建南方建设投资有限公司 | Steel pipe upright post positioning device and positioning construction method thereof |
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