CN217679134U - Oblique supporting pile combined profile steel guide frame for deep foundation pit supporting construction - Google Patents
Oblique supporting pile combined profile steel guide frame for deep foundation pit supporting construction Download PDFInfo
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Abstract
本实用新型公开了深基坑支护施工的斜向支撑桩组合型钢导向架,属于建筑施工技术领域,包括基板,所述基板的两侧均固定连接有环形凸块,所述环形凸块的外壁上设置有第一转动槽,所述第一转动槽内转动连接有第二铰接杆,所述第二铰接杆远离所述环形凸块的一端设置有调节杆,所述基板的上端设置有支护板,所述支护板的下端嵌合有多个弧形凹轨,通过上述技术方案,向上推动第二铰接杆,第二铰接杆的一端的环形凸块上转动,带动另一端的调节杆和支护板下端的弧形凹轨嵌合,可以使支护板对倾斜的基坑两侧进行支撑,解决了基坑侧壁呈倾斜状,支撑杆件很难两端受力以对基坑侧壁的挡板进行支撑,且无法适用的问题。
The utility model discloses an oblique support pile combined profiled steel guide frame for deep foundation pit support construction, belonging to the technical field of building construction. The outer wall is provided with a first rotation groove, a second hinge rod is rotatably connected in the first rotation groove, an adjustment rod is provided at one end of the second hinge rod away from the annular projection, and an upper end of the base plate is provided with a Support plate, the lower end of the support plate is fitted with a plurality of arc-shaped concave rails, through the above technical solution, the second hinge rod is pushed upward, and the annular protrusion at one end of the second hinge rod rotates to drive the other end of the hinge rod. The adjustment rod is fitted with the arc-shaped concave rail at the lower end of the support plate, so that the support plate can support both sides of the inclined foundation pit, which solves the problem that the side wall of the foundation pit is inclined, and it is difficult for the support rod to be stressed at both ends. The problem of supporting the baffle on the side wall of the foundation pit and cannot be applied.
Description
技术领域technical field
本实用新型属于建筑施工技术领域,尤其涉及深基坑支护施工的斜向支撑桩组合型钢导向架。The utility model belongs to the technical field of building construction, in particular to an oblique support pile combined section steel guide frame for deep foundation pit support construction.
背景技术Background technique
基坑是在基础设计位置按基底标高和基础平面尺寸所开挖的土坑,而深基坑则是开挖深度超过5米,但地质条件和周围环境以及地下管线特别复杂的工程。基坑的侧壁极易发生塌,所以会在基坑中设置内支撑来增强板桩等支护结构的支护强度,而基坑内侧的板桩等支撑结构会受到很大的侧向压力。A foundation pit is an earth pit excavated at the foundation design position according to the base level and foundation plane size, while a deep foundation pit is a project with an excavation depth of more than 5 meters, but the geological conditions, surrounding environment and underground pipelines are particularly complicated. The side wall of the foundation pit is prone to collapse, so internal support will be set in the foundation pit to enhance the support strength of support structures such as sheet piles, and the support structures such as sheet piles inside the foundation pit will be subjected to great lateral pressure .
现有的基坑支撑结构大多采用单纯的支撑杆件结构以对基坑两侧的挡板进行支撑,如若基坑侧壁呈倾斜状,支撑杆件很难两端受力以对基坑侧壁的挡板进行支撑,且无法适用。Most of the existing support structures for foundation pits use simple support rod structures to support the baffles on both sides of the foundation pit. The baffle of the wall is supported and cannot be applied.
为此,我们提出来深基坑支护施工的斜向支撑桩组合型钢导向架解决上述问题。For this reason, we propose the oblique support pile combined steel guide frame for deep foundation pit support construction to solve the above problems.
实用新型内容Utility model content
本实用新型的目的是为了解决现有的基坑支撑结构大多采用单纯的支撑杆件结构以对基坑两侧的挡板进行支撑,如若基坑侧壁呈倾斜状,支撑杆件很难两端受力以对基坑侧壁的挡板进行支撑,且无法适用的问题,而提出的深基坑支护施工的斜向支撑桩组合型钢导向架。The purpose of this utility model is to solve the problem that most of the existing foundation pit support structures use simple support rod structures to support the baffles on both sides of the foundation pit. If the side walls of the foundation pit are inclined, it is difficult for the support rods to In order to support the baffle plate of the side wall of the foundation pit under force at the end, and it is not applicable, the oblique support pile combined steel guide frame for deep foundation pit support construction is proposed.
为了实现上述目的,本实用新型采用了如下技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:
深基坑支护施工的斜向支撑桩组合型钢导向架,包括基板,所述基板的两侧均固定连接有环形凸块,所述环形凸块的外壁上设置有第一转动槽,所述第一转动槽内转动连接有第二铰接杆,所述第二铰接杆远离所述环形凸块的一端设置有调节杆,所述基板的上端设置有支护板,所述支护板的下端嵌合有多个弧形凹轨,所述弧形凹轨的尺寸和所述调节杆相适配。The oblique support pile combined steel guide frame for deep foundation pit support construction includes a base plate, and both sides of the base plate are fixedly connected with annular protrusions, and the outer wall of the annular protrusions is provided with a first rotating groove. A second articulated rod is rotatably connected in the first rotatable groove, an adjustment rod is provided at an end of the second articulated rod away from the annular protrusion, a support plate is provided at the upper end of the base plate, and a support plate is provided at the lower end of the support plate. A plurality of arc-shaped concave rails are embedded, and the size of the arc-shaped concave rails is adapted to the adjustment rod.
通过上述技术方案,向上推动第二铰接杆,第二铰接杆的一端的环形凸块上转动,带动另一端的调节杆和支护板下端的弧形凹轨嵌合,可以使支护板对倾斜的基坑两侧进行支撑。Through the above technical scheme, the second hinged rod is pushed upwards, and the annular protrusion at one end of the second hinged rod is rotated, and the adjusting rod at the other end is driven to fit with the arc-shaped concave rail at the lower end of the support plate, so that the support plate can be aligned. The sloped foundation pit is supported on both sides.
作为进一步优选的,所述支护板的下端开设有多组螺纹槽,且所述支护板的下端设置有弧形夹持件,所述弧形夹持件的两侧螺纹连接有贯穿的螺栓。As a further preference, the lower end of the support plate is provided with multiple sets of thread grooves, and the lower end of the support plate is provided with an arc-shaped clamping piece, and the two sides of the arc-shaped clamping piece are threaded with penetrating bolt.
通过上述技术方案,可以将弧形夹持件固定在支护板的下端,对调节杆起到固定效果,尽量避免调节杆发生偏移影响支护板对基坑的支撑。Through the above technical solution, the arc-shaped clamping piece can be fixed on the lower end of the support plate, which can fix the adjustment rod, and avoid the deviation of the adjustment rod from affecting the support of the support plate to the foundation pit as much as possible.
作为进一步优选的,所述基板的上端固定连接有一组对称的固定板,一组所述固定板之间固定连接有连接杆,所述连接杆的外侧开设有多组第二转动槽,所述第二转动槽内转动连接有第一铰接杆,所述第一铰接杆远离所述连接杆的一端和所述支护板固定连接。As a further preference, a group of symmetrical fixed plates are fixedly connected to the upper end of the base plate, connecting rods are fixedly connected between a group of the fixed plates, and multiple sets of second rotating grooves are provided on the outer side of the connecting rods. A first articulated rod is rotatably connected in the second rotatable groove, and an end of the first articulated rod away from the connecting rod is fixedly connected with the support plate.
通过上述技术方案,第一铰接杆和连接杆转动连接,可以调节支护板和基板之间的角度,便于支护板对不同倾斜程度的基坑进行支撑。Through the above technical solution, the first hinged rod and the connecting rod are rotationally connected, and the angle between the support plate and the base plate can be adjusted, so that the support plate can support foundation pits with different degrees of inclination.
作为进一步优选的,所述调节杆的外壁上固定连接有硅胶垫,所述支护板的上端固定连接有橡胶垫。As a further preference, a silicone pad is fixedly connected to the outer wall of the adjustment rod, and a rubber pad is fixedly connected to the upper end of the support plate.
通过上述技术方案,硅胶垫可以对调节杆起到保护效果,橡胶垫可以对支护板起到保护效果。Through the above technical solution, the silicone pad can protect the adjustment rod, and the rubber pad can protect the support plate.
作为进一步优选的,所述基板的下端固定连接有多个对称的固定底座。As a further preference, a plurality of symmetrical fixed bases are fixedly connected to the lower end of the substrate.
通过上述技术方案,固定底座可以尽量避免地面上可能存在的污水浸泡损坏第二铰接杆。Through the above technical solution, the fixed base can avoid possible sewage soaking on the ground from damaging the second hinged rod.
作为进一步优选的,所述固定底座的下端固定连接有多个对称的加强筋。As a further preference, the lower end of the fixed base is fixedly connected with a plurality of symmetrical reinforcing ribs.
通过上述技术方案,加强筋可以增加本使用新型的稳定性。Through the above technical solution, the reinforcing rib can increase the stability of the utility model.
作为进一步优选的,所述调节杆的两端固定连接有螺纹杆,所述螺纹杆贯穿所述第二铰接杆,且所述螺纹杆上螺纹连接有螺纹螺母。As a further preference, threaded rods are fixedly connected to both ends of the adjusting rod, the threaded rods pass through the second hinged rod, and threaded nuts are threaded on the threaded rods.
通过上述技术方案,可以将调节杆取出进行维护,尽量避免本实用新型在使用过程中调节杆发生损坏。Through the above technical proposal, the adjusting rod can be taken out for maintenance, and damage to the adjusting rod during use of the utility model can be avoided as much as possible.
综上所述,本实用新型的技术效果和优点:深基坑支护施工的斜向支撑桩组合型钢导向架,第一铰接杆和连接杆转动连接,可以调节支护板和基板之间的角度,便于支护板对不同倾斜程度的基坑进行支撑,向上推动第二铰接杆,第二铰接杆的一端的环形凸块上转动,带动另一端的调节杆和支护板下端的弧形凹轨嵌合,可以使支护板对倾斜的基坑两侧进行支撑,解决了基坑侧壁呈倾斜状,支撑杆件很难两端受力以对基坑侧壁的挡板进行支撑,且无法适用的问题。In summary, the technical effects and advantages of the present utility model: the oblique support pile combined steel guide frame for deep foundation pit support construction, the first hinged rod and the connecting rod are rotatably connected, and the distance between the support plate and the base plate can be adjusted. The angle is convenient for the support plate to support the foundation pits with different inclinations. Push the second hinged rod upward, and the ring-shaped protrusion at one end of the second hinged rod will rotate, driving the adjustment rod at the other end and the arc at the lower end of the support plate. The fitting of the concave rail can make the support plate support both sides of the inclined foundation pit, which solves the problem that the side wall of the foundation pit is inclined, and it is difficult for the supporting rod to bear force at both ends to support the baffle plate of the side wall of the foundation pit , and cannot be applied to the problem.
附图说明Description of drawings
图1为深基坑支护施工的斜向支撑桩组合型钢导向架的整体示意图;Fig. 1 is the overall schematic diagram of the oblique support pile combined section steel guide frame of deep foundation pit support construction;
图2为深基坑支护施工的斜向支撑桩组合型钢导向架的另一整体示意图;Fig. 2 is another overall schematic diagram of the obliquely supported pile combined section steel guide frame for deep foundation pit support construction;
图3为深基坑支护施工的斜向支撑桩组合型钢导向架的A结构放大图;Figure 3 is an enlarged view of structure A of the obliquely supported pile combined steel guide frame for deep foundation pit support construction;
图4为深基坑支护施工的斜向支撑桩组合型钢导向架的B结构放大图。Figure 4 is an enlarged view of the B structure of the oblique support pile combined steel guide frame for the construction of deep foundation pit support.
图中:1、基板;2、固定板;3、连接杆;4、第一铰接杆;5、支护板;6、橡胶垫;7、环形凸块;8、第二铰接杆;9、调节杆;10、螺纹杆;11、螺纹螺母;12、弧形凹轨;13、螺纹槽;14、弧形夹持件;15、螺栓;16、固定底座;17、加强筋。In the figure: 1. Base plate; 2. Fixed plate; 3. Connecting rod; 4. First hinged rod; 5. Support plate; 6. Rubber pad; 7. Annular bump; 8. Second hinged rod; 9. Adjusting rod; 10, threaded rod; 11, threaded nut; 12, arc-shaped concave rail; 13, thread groove; 14, arc-shaped clamping piece; 15, bolt; 16, fixed base; 17, reinforcing rib.
具体实施方式Detailed ways
下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施条例仅仅是本实用新型一部分实施例,而不是全部的实施例。The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described implementation regulations are only part of the embodiments of the present invention, not all of them. example.
参照图1、图2和图3,深基坑支护施工的斜向支撑桩组合型钢导向架,包括基板1,基板1的两侧均固定连接有环形凸块7,环形凸块7的外壁上设置有第一转动槽,第一转动槽内转动连接有第二铰接杆8,第二铰接杆8远离环形凸块7的一端设置有调节杆9,基板1的上端设置有支护板5,调节杆9的外壁上固定连接有硅胶垫,硅胶垫可以尽量避免调节杆9和弧形凹轨12发生刚性接触,对调节杆9起到保护效果,支护板5的上端固定连接有橡胶垫6,橡胶垫6可以对支护板5起到保护效果,尽量避免支护板5和基坑两侧的硬物发生刮擦而损坏;Referring to Fig. 1, Fig. 2 and Fig. 3, the oblique support pile composite steel guide frame for deep foundation pit support construction includes a
基板1的上端固定连接有一组对称的固定板2,一组固定板2之间固定连接有连接杆3,连接杆3的外侧开设有多组第二转动槽,第二转动槽内转动连接有第一铰接杆4,第一铰接杆4远离连接杆3的一端和支护板5固定连接,第一铰接杆4和连接杆3转动连接,可以调节支护板5和基板1之间的角度,便于支护板5对不同倾斜程度的基坑进行支撑;A group of symmetrical fixed plates 2 are fixedly connected to the upper end of the
支护板5的下端嵌合有多个弧形凹轨12,弧形凹轨12的尺寸和调节杆9相适配。具体的,向上推动第二铰接杆8,第二铰接杆8的一端的环形凸块7上转动,带动另一端的调节杆9和支护板5下端的弧形凹轨12嵌合,可以使支护板5对倾斜的基坑两侧进行支撑。The lower end of the
参照图1、图2和图4,支护板5的下端开设有多组螺纹槽13,且支护板5的下端设置有弧形夹持件14,弧形夹持件14的两侧螺纹连接有贯穿的螺栓15,转动螺栓15,螺栓15和螺纹槽13螺纹连接,可以将弧形夹持件14固定在支护板5的下端,对调节杆9起到固定效果,尽量避免调节杆9发生偏移影响支护板5对基坑的支撑。With reference to Fig. 1, Fig. 2 and Fig. 4, the lower end of
调节杆9的两端固定连接有螺纹杆10,螺纹杆10贯穿第二铰接杆8,且螺纹杆10上螺纹连接有螺纹螺母11,转动螺纹螺母11,将螺纹螺母11从螺纹杆10上取下,可以将调节杆9取出进行维护,尽量避免本实用新型在使用过程中调节杆9发生损坏。The two ends of adjusting
基板1的下端固定连接有多个对称的固定底座16,固定底座16的下端固定连接有多个对称的加强筋17,加强筋17可以插进地面,增加本使用新型的稳定性,固定底座16和加强筋17上涂刷有聚氨酯防水涂料,具有较好的防水效果,固定底座16可以使基板1和地面保持一定距离,尽量避免地面上可能存在的污水浸泡损坏第二铰接杆8。The lower end of the
工作原理:工作人员向上推动支护板5,支护板5带动第一铰接杆4在连接杆3上转动,可以调节支护板5和基板1之间的角度,便于支护板5对不同倾斜程度的基坑进行支撑,向上推动第二铰接杆8,第二铰接杆8的一端的环形凸块7上转动,带动另一端的调节杆9和支护板5下端的弧形凹轨12嵌合,可以使支护板5对倾斜的基坑两侧进行支撑,将弧形夹持件14的凹陷处和调节杆9相嵌合,转动螺栓15,螺栓15和螺纹槽13螺纹连接,可以将弧形夹持件14固定在支护板5的下端,对调节杆9起到固定效果,尽量避免调节杆9发生偏移影响支护板5对基坑的支撑。Working principle: The staff pushes the
以上所述,仅为本实用新型较佳的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内,根据本实用新型的技术方案及其实用新型构思加以等同替换或改变,都应涵盖在本实用新型的保护范围之内。The above is only a preferred embodiment of the utility model, but the scope of protection of the utility model is not limited thereto. The equivalent replacement or change of the new technical solution and the concept of the utility model shall be covered by the protection scope of the utility model.
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| CN115949062A (en) * | 2023-03-10 | 2023-04-11 | 中铁城建集团第一工程有限公司 | Fine sand geological pit groove slope surface prefabricated part inserting device and construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115949062A (en) * | 2023-03-10 | 2023-04-11 | 中铁城建集团第一工程有限公司 | Fine sand geological pit groove slope surface prefabricated part inserting device and construction method |
| CN115949062B (en) * | 2023-03-10 | 2023-06-02 | 中铁城建集团第一工程有限公司 | Fine sand geological pit slot slope prefabricated member inserting device and construction method |
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Denomination of utility model: Diagonal support pile combined steel guide frame for deep foundation pit support construction Granted publication date: 20221028 Pledgee: Agricultural Bank of China Limited Kaiping sub branch Pledgor: Guangdong Juyuan Construction Group Co.,Ltd. Registration number: Y2024980040462 |
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Denomination of utility model: Diagonal support pile combination steel guide frame for deep foundation pit support construction Granted publication date: 20221028 Pledgee: Agricultural Bank of China Limited Kaiping sub branch Pledgor: Guangdong Juyuan Construction Group Co.,Ltd. Registration number: Y2025980024989 |
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