CN204401628U - Large-span steel supports multidirectional connector - Google Patents
Large-span steel supports multidirectional connector Download PDFInfo
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- CN204401628U CN204401628U CN201420836070.6U CN201420836070U CN204401628U CN 204401628 U CN204401628 U CN 204401628U CN 201420836070 U CN201420836070 U CN 201420836070U CN 204401628 U CN204401628 U CN 204401628U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 59
- 239000010959 steel Substances 0.000 title claims abstract description 59
- 238000010276 construction Methods 0.000 abstract description 8
- 230000001788 irregular Effects 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型涉及岩土工程技术领域,具体地指一种大跨度钢支撑多向连接件。The utility model relates to the technical field of geotechnical engineering, in particular to a large-span steel support multidirectional connector.
背景技术Background technique
在基坑支护中,钢支撑因其施工速度快、使用便捷,以及优良的抗震性能,已经得到了普遍的应用。但是钢支撑结构大多需要施加预应力无法用于大面积大跨度,而且单一的方向也使设计在不规则基坑支护中不能达到最为有效的结构形式。而传统的钢筋混凝土支承虽然可以有科学的结构形式,但施工进度慢不能做到随挖随支,而且不能重复使用,不仅浪费材料而且在拆除上对工程带来极大困难。传统的钢支撑结构的连接方式有:铆接、焊接、法兰等,由于目前采用的钢支撑结构主要以单根型钢或钢管作为支撑梁,而每根型钢或钢管之间不能达到任意角度的连接,因此,经常无法作为组合结构来使用,这样形成的的钢支撑能够承受的作用力有限,从而限制了使用范围,特别是对于跨度较大的基坑,In foundation pit support, steel support has been widely used because of its fast construction speed, convenient use, and excellent seismic performance. However, most steel support structures need to be prestressed and cannot be used for large areas and large spans, and the single direction also makes the design unable to achieve the most effective structural form in irregular foundation pit support. Although the traditional reinforced concrete support can have a scientific structural form, the construction progress is slow and cannot be dug and supported, and it cannot be reused, which not only wastes materials but also brings great difficulties to the project in demolition. The connection methods of the traditional steel support structure include: riveting, welding, flange, etc., because the steel support structure currently used mainly uses a single section steel or steel pipe as the support beam, and each section steel or steel pipe cannot be connected at any angle Therefore, it is often impossible to use as a composite structure, and the steel support formed in this way can bear limited force, which limits the scope of use, especially for foundation pits with large spans.
发明内容Contents of the invention
本实用新型的目的就是要提供一种大跨度钢支撑多向连接件,能够根据设计的需要在施工过程实现多方向、多角度调节杆件之间的距离和高度,规范连接件的尺寸,使得各个部件之间能互换及通用,保证施工质量,对于传统钢筋混凝土支承更易于操作,省时省力,提高施工效率并且可以重复利用;对于现有钢支撑受力更为科学,可适用于不规则大面积的基坑支护。The purpose of this utility model is to provide a long-span steel support multi-directional connector, which can adjust the distance and height between the rods in multiple directions and angles during the construction process according to the design requirements, and standardize the size of the connector, so that The components are interchangeable and common, ensuring the quality of construction. It is easier to operate for traditional reinforced concrete supports, saves time and effort, improves construction efficiency and can be reused; it is more scientific for the force of existing steel supports, and can be applied to different Regular and large-area foundation pit support.
为实现此目的,本实用新型所设计的一种大跨度钢支撑多向连接件,其特征在于:包括钢筒、接头和杆件,所述接头为弧形,所述接头的中部与杆件焊接,所述接头两侧分别开有至少三个径向分布的第一螺栓孔,所述钢筒的周围设有至少一组与第一螺栓孔相对应的第二螺栓孔,所述钢筒的周围通过螺栓至少与一个接头垂直连接,所述钢筒套在立柱上。In order to achieve this purpose, a multi-directional connector for large-span steel support designed by the utility model is characterized in that it includes a steel cylinder, a joint and a rod, the joint is arc-shaped, and the middle part of the joint is in contact with the rod For welding, at least three radially distributed first bolt holes are respectively opened on both sides of the joint, and at least one group of second bolt holes corresponding to the first bolt holes is provided around the steel cylinder, and the steel cylinder The periphery of the cylinder is vertically connected with at least one joint through bolts, and the steel cylinder is sleeved on the column.
进一步的,所述第一螺栓孔和第二螺栓孔呈锯齿状排列。Further, the first bolt holes and the second bolt holes are arranged in a zigzag shape.
进一步的,所述钢筒和接头的半径相同。Further, the steel cylinder and the joint have the same radius.
进一步的,所述杆件为圆柱形钢管。Further, the rod is a cylindrical steel pipe.
更进一步的,所述钢筒与2~8根杆件垂直连接。Furthermore, the steel cylinder is vertically connected with 2 to 8 rods.
本实用新型的有益效果:通过采用使用弧形接头和穿过立柱的钢筒实现多方向、多角度调节杆件之间的距离和高度,规范连接件的尺寸,使得各个部件之间能互换及通用,而钢筒和立柱间浇筑混凝土来实现钢筒和立柱的连接。可应用于市区大跨度深基坑和不规则深基坑,从而提高工艺技术,使基坑支护施工更加简单、快捷。Beneficial effects of the utility model: by using the arc joint and the steel cylinder passing through the column, the distance and height between the rods can be adjusted in multiple directions and angles, and the size of the connecting parts can be standardized, so that the various parts can be interchanged And general, and concrete is poured between the steel cylinder and the column to realize the connection of the steel cylinder and the column. It can be applied to large-span deep foundation pits and irregular deep foundation pits in urban areas, thereby improving process technology and making foundation pit support construction simpler and faster.
附图说明Description of drawings
图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2为本实用新型使用状态的结构示意图;Fig. 2 is the structural representation of the utility model use state;
图3为本实用新型的连接示意图;Fig. 3 is the connection schematic diagram of the utility model;
图4为接头的结构示意图;Fig. 4 is the structural representation of joint;
其中:1—钢筒、2—接头、3—杆件、4—第一螺栓孔、5—第二螺栓孔、6—钢立柱。Among them: 1—steel cylinder, 2—joint, 3—rod, 4—first bolt hole, 5—second bolt hole, 6—steel column.
具体实施方式Detailed ways
以下结合附图和具体实施例对本发明作进一步的详细说明:Below in conjunction with accompanying drawing and specific embodiment the present invention is described in further detail:
如图1-4所示的一种大跨度钢支撑多向连接件,包括钢筒1、接头2和杆件3,所述接头2为弧形,所述接头2的中部与杆件3焊接,所述接头2两侧分别开有至少三个径向分布的第一螺栓孔4,所述钢筒1的周围设有至少一组与第一螺栓孔4相对应的第二螺栓孔5,所述钢筒1的周围通过螺栓至少与一个接头2垂直连接,所述钢筒1套在立柱6上。基坑开挖过程中,通过多个不同角度的弧形接头1与穿过立柱的钢筒2的连接,以实现杆件3的多向、多角度连接,钢筒2内浇筑混凝土,从而形成钢管混凝土的可靠结构。立柱上可套多个钢筒1以实现深基坑的多层支护,应用于市区大跨度深基坑和不规则深基坑,提高工艺技术,使基坑支护施工更加简单、快捷。A long-span steel support multidirectional connector as shown in Figure 1-4, including a steel cylinder 1, a joint 2 and a rod 3, the joint 2 is arc-shaped, and the middle part of the joint 2 is welded to the rod 3 There are at least three radially distributed first bolt holes 4 on both sides of the joint 2, and at least one set of second bolt holes 5 corresponding to the first bolt holes 4 are arranged around the steel cylinder 1, The periphery of the steel cylinder 1 is vertically connected with at least one joint 2 through bolts, and the steel cylinder 1 is sleeved on the column 6 . During the excavation of the foundation pit, multiple arc-shaped joints 1 of different angles are connected to the steel cylinder 2 passing through the column to realize the multi-directional and multi-angle connection of the rods 3, and concrete is poured in the steel cylinder 2 to form Reliable structure of concrete filled steel tube. A plurality of steel cylinders 1 can be placed on the column to realize the multi-layer support of deep foundation pits, which is applied to large-span deep foundation pits and irregular deep foundation pits in urban areas, improves the process technology, and makes the foundation pit support construction simpler and faster .
上述方案中,所述第一螺栓孔4和第二螺栓孔5成锯齿状排列。根据不同支撑类型安装螺栓,安装螺栓时由内往外穿,使得螺栓帽向外,接着在钢筒1内浇筑混凝土,等待完成支护后去掉连接件,拧下钢筒1外的螺栓,取下连接件头部,弃除其它部分,完成支护。In the above solution, the first bolt holes 4 and the second bolt holes 5 are arranged in a zigzag shape. Install the bolts according to different support types. When installing the bolts, thread them from the inside to the outside, so that the bolt caps face outward, then pour concrete in the steel cylinder 1, remove the connecting piece after the support is completed, unscrew the bolts outside the steel cylinder 1, and remove The head of the connecting piece is discarded and other parts are discarded to complete the support.
上述方案中,所述钢筒1和接头2的半径相同,使得接头2与钢筒1能紧密贴合。In the above solution, the steel cylinder 1 and the joint 2 have the same radius, so that the joint 2 and the steel cylinder 1 can fit closely.
上述方案中,所述杆件为圆柱形钢管。In the above solution, the rod is a cylindrical steel pipe.
上述方案中,所述钢筒与2~8根杆件垂直连接,可以实现多方向、多角度调节杆件之间的距离和高度。In the above solution, the steel cylinder is vertically connected with 2 to 8 rods, so that the distance and height between the rods can be adjusted in multiple directions and angles.
以上所述,仅为本实用新型的具体实施方式,应当指出,任何熟悉本领域的技术人员在本实用新型所揭露的技术范围内,可轻易想到的变化或替换,都应涵盖在本实用新型的保护范围之内。The above is only a specific embodiment of the present utility model. It should be pointed out that any changes or replacements that can be easily imagined by those skilled in the art within the technical scope disclosed in the present utility model should be covered by the present utility model. within the scope of protection.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104499490A (en) * | 2014-12-25 | 2015-04-08 | 中国水利水电第十工程局有限公司 | Large-span steel support multidirectional connecting piece and large-span deep foundation pit support construction method |
CN109914424A (en) * | 2019-03-23 | 2019-06-21 | 浙江景华建设有限公司 | A kind of deep foundation pit support structure |
CN110093932A (en) * | 2019-05-07 | 2019-08-06 | 中信国安建工集团有限公司 | A kind of concrete filled steel tube deep foundation pit supporting structure and its operating method |
-
2014
- 2014-12-25 CN CN201420836070.6U patent/CN204401628U/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104499490A (en) * | 2014-12-25 | 2015-04-08 | 中国水利水电第十工程局有限公司 | Large-span steel support multidirectional connecting piece and large-span deep foundation pit support construction method |
CN109914424A (en) * | 2019-03-23 | 2019-06-21 | 浙江景华建设有限公司 | A kind of deep foundation pit support structure |
CN110093932A (en) * | 2019-05-07 | 2019-08-06 | 中信国安建工集团有限公司 | A kind of concrete filled steel tube deep foundation pit supporting structure and its operating method |
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