CN217734042U - Deep foundation pit supporting structure - Google Patents
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- CN217734042U CN217734042U CN202221612816.6U CN202221612816U CN217734042U CN 217734042 U CN217734042 U CN 217734042U CN 202221612816 U CN202221612816 U CN 202221612816U CN 217734042 U CN217734042 U CN 217734042U
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Abstract
本实用新型涉及一种深基坑支护结构,设置在深基坑斜坡上,所述深基坑斜坡含有第一斜坡和第二斜坡,在所述第一斜坡和所述第二斜坡之间存在平台;所述深基坑斜坡的坡顶和坡面上设置喷射其厚度不低于40mm的混凝土层,其表面设置钢网层,所述钢网层通过U型土钉固定,所述平台靠近第一斜坡坡底位置设置第一混凝土挡墙,所述平台靠近第二斜坡坡顶位置设置第二混凝土挡墙,所述第二斜坡坡底位置设置第三混凝土挡墙;所述第一混凝土挡墙内设置型钢和钢筋。本方案作为一种深基坑支护结构,在平台上设置第一混凝土挡墙和第二混凝土挡墙,以及在第二斜坡坡底设置的第三混凝土挡墙能够形成良好的阻隔作用,避免破体坍塌,形成良好的支护结构,其稳定性强。
The utility model relates to a deep foundation pit supporting structure, which is arranged on a deep foundation pit slope, wherein the deep foundation pit slope comprises a first slope and a second slope, and between the first slope and the second slope There is a platform; a concrete layer with a thickness of not less than 40mm is set on the top and on the slope of the deep foundation pit slope, and a steel mesh layer is set on the surface, and the steel mesh layer is fixed by U-shaped soil nails, and the platform A first concrete retaining wall is arranged near the bottom of the first slope, a second concrete retaining wall is arranged on the platform near the top of the second slope, and a third concrete retaining wall is arranged at the bottom of the second slope; Concrete retaining walls are provided with profiled steel and rebar. As a deep foundation pit supporting structure, this solution can form a good barrier effect by setting the first concrete retaining wall and the second concrete retaining wall on the platform, and the third concrete retaining wall at the bottom of the second slope. It collapses and forms a good support structure with strong stability.
Description
技术领域technical field
本实用新型属于基坑支护技术领域,具体涉及一种深基坑支护结构。The utility model belongs to the technical field of foundation pit support, in particular to a deep foundation pit support structure.
背景技术Background technique
在深基坑作业中,为了保证地下结构施工及基坑周边环境的安全,会采用基坑支护结构对基坑侧壁及周边环境进行支挡和加固,从而提升基坑侧壁及周边环境侧向抗弯能力。一般的,西南地区的基坑边坡岩质坡面裸露其表面极易风化,从而导致山体滑坡或块石滚落,需要采用支护能力较强的基坑支护结构,由于支护强度不够高,存在安全隐患,作为一种技术改进,如何合理的对深基坑边坡进行支护是一个重要的课题,特申请此发明创造。In the deep foundation pit operation, in order to ensure the safety of the underground structure construction and the surrounding environment of the foundation pit, the foundation pit support structure will be used to support and reinforce the side wall of the foundation pit and the surrounding environment, thereby improving the side wall of the foundation pit and the surrounding environment lateral bending capacity. Generally, the rocky slope surface of foundation pit slopes in Southwest China is exposed and its surface is easily weathered, resulting in landslides or rolling of rocks. It is necessary to adopt a foundation pit support structure with strong support capacity, because the support strength is not enough High, there are potential safety hazards, as a kind of technical improvement, how to reasonably support the slope of deep foundation pit is an important subject, and this invention is hereby applied for.
实用新型内容Utility model content
为了解决上述现有技术问题,本实用新型提供了一种深基坑支护结构可以改善以上的不足。In order to solve the above-mentioned problems in the prior art, the utility model provides a deep foundation pit support structure which can improve the above deficiencies.
本实用新型涉及一种深基坑支护结构,设置在深基坑斜坡上,所述深基坑斜坡含有第一斜坡和第二斜坡,在所述第一斜坡和所述第二斜坡之间存在平台;所述深基坑斜坡的坡顶和坡面上设置喷射其厚度不低于40mm 的混凝土层,其表面设置钢网层,所述钢网层通过U型土钉固定,U型土钉采用型钢、钢筋或钢架制作,土钉深入岩层内部,所述平台靠近第一斜坡坡底位置设置第一混凝土挡墙,所述平台靠近第二斜坡坡顶位置设置第二混凝土挡墙,所述第二斜坡坡底位置设置第三混凝土挡墙;所述第一混凝土挡墙内设置型钢和钢筋;所述深基坑底面设置基坑垫层,基坑垫层和第三混凝土挡墙共同形成抵挡结构体。The utility model relates to a support structure for a deep foundation pit, which is arranged on the slope of the deep foundation pit. The slope of the deep foundation pit includes a first slope and a second slope, between the first slope and the second slope There is a platform; the top and slope of the deep foundation pit slope are provided with a concrete layer sprayed with a thickness of not less than 40mm, and a steel mesh layer is arranged on the surface, and the steel mesh layer is fixed by U-shaped soil nails, and the U-shaped soil The nails are made of section steel, steel bars or steel frames, and the soil nails go deep into the rock formation. The platform is provided with a first concrete retaining wall near the bottom of the first slope, and the platform is provided with a second concrete retaining wall near the top of the second slope. The third concrete retaining wall is arranged at the bottom of the second slope; steel bars and steel bars are arranged in the first concrete retaining wall; the foundation pit cushion is arranged on the bottom of the deep foundation pit, and the foundation pit cushion and the third concrete retaining wall Together form a resistance structure.
进一步的,所述第三混凝土挡墙和所述第二混凝土挡墙与所述第一混凝土挡墙结构相同,也就说在它们的内部也设置有型钢和钢筋。Further, the structure of the third concrete retaining wall and the second concrete retaining wall is the same as that of the first concrete retaining wall, that is to say, shaped steel and steel bars are also arranged inside them.
进一步的,所述基坑斜坡的坡顶设置围栏,围栏沿着基坑斜坡长度方向设置,可以起到保护作用,必要的,在围栏上还设置警示标语牌。Further, a fence is set on the top of the slope of the foundation pit, and the fence is set along the length direction of the slope of the foundation pit, which can play a protective role. If necessary, a warning placard is also set on the fence.
进一步的,所述基坑斜坡上设置锚杆。Further, anchor rods are set on the slope of the foundation pit.
进一步的,所述锚杆与所述第一斜坡之间的角度小于所述锚杆与第二斜坡之间的角度。Further, the angle between the anchor rod and the first slope is smaller than the angle between the anchor rod and the second slope.
进一步的,所述钢网层可以替换为三维植网和钢网层,三维植物网覆盖在钢网层的表面通过钢丝绑定或者其他方式固定。Further, the steel mesh layer can be replaced by a three-dimensional planting net and a steel mesh layer, and the three-dimensional plant mesh is covered on the surface of the steel mesh layer and fixed by steel wire binding or other methods.
进一步的,所述第三混凝土挡墙外侧设置排水沟渠。Further, drainage ditches are arranged outside the third concrete retaining wall.
本方案作为一种深基坑支护结构,将边坡修理为两个坡面,其中在第一斜坡和第二斜坡之间存在平台,在平台上设置第一混凝土挡墙和第二混凝土挡墙,以及在第二斜坡坡底设置的第三混凝土挡墙能够形成良好的阻隔作用,避免破体坍塌,形成良好的支护结构,其稳定性强。As a deep foundation pit support structure, this scheme repairs the slope into two slopes, in which there is a platform between the first slope and the second slope, and the first concrete retaining wall and the second concrete retaining wall are set on the platform The wall and the third concrete retaining wall set at the bottom of the second slope can form a good barrier effect, avoid the collapse of the broken body, form a good supporting structure, and have strong stability.
附图说明Description of drawings
图1为本实用新型结构示意图。Fig. 1 is the structural representation of the utility model.
图示:1围栏、2第一斜坡、3U型土钉、4第一混凝土挡墙、5第二混凝土挡墙、6第三混凝土挡墙、7锚杆、8第二斜坡、9钢网层、10型钢、 11混凝土层、12排水沟渠、13基坑垫层。Illustration: 1 fence, 2 first slope, 3 U-shaped soil nails, 4 first concrete retaining wall, 5 second concrete retaining wall, 6 third concrete retaining wall, 7 anchor rod, 8 second slope, 9 steel mesh layer , 10 section steel, 11 concrete layer, 12 drainage ditch, 13 foundation pit cushion.
具体实施方式Detailed ways
为了使本实用新型的目的、技术方案及优点更加清楚明白,下面结合附图及实施例,对本实用新型进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用于解释本实用新型,并不用于限定本实用新型。In order to make the purpose, technical solutions and advantages of the utility model clearer, the utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not intended to limit the utility model.
如图1所示,本实用新型涉及一种深基坑支护结构,设置在深基坑斜坡上,可以通过开挖修理的方式处理,形成深基坑斜坡含有第一斜坡2和第二斜坡8,在所述第一斜坡2和所述第二斜坡8之间存在平台;所述深基坑斜坡的坡顶和坡面上设置喷射其厚度不低于40mm的混凝土层11,其表面设置钢网层9,所述钢网层通过U型土钉3固定,U型土钉采用型钢、钢筋或钢架制作,土钉深入岩层内部,所述平台靠近第一斜坡2坡底位置设置第一混凝土挡墙4,所述平台靠近第二斜坡8坡顶位置设置第二混凝土挡墙5,所述第二斜坡8坡底位置设置第三混凝土挡墙6;所述第一混凝土挡墙4内设置型钢10和钢筋,型钢穿过混凝土挡墙的顶面和底面,钢筋在混凝土挡墙内部设置;所述深基坑底面设置基坑垫层13,基坑垫层和第三混凝土挡墙共同形成抵挡结构体,基坑垫层可以用来隔水、排水及防冻以改善基层和土工作条件。As shown in Figure 1, the utility model relates to a deep foundation pit support structure, which is arranged on the slope of the deep foundation pit, and can be processed by excavation and repair to form a deep foundation pit slope containing the
作为一种技术改进,所述第三混凝土挡墙和所述第二混凝土挡墙与所述第一混凝土挡墙结构相同,也就说在它们的内部也设置有型钢和钢筋。As a technical improvement, the structure of the third concrete retaining wall and the second concrete retaining wall is the same as that of the first concrete retaining wall, that is to say, they are also provided with section steel and steel bars inside.
作为一种技术改进,所述基坑斜坡的坡顶设置围栏1,围栏的高度至少 1800mm,其下方设置水泥桩,围栏沿着基坑斜坡长度方向设置,可以起到保护作用,必要的,在围栏上还设置警示标语牌。As a technical improvement, a fence 1 is set on the top of the slope of the foundation pit, the height of the fence is at least 1800mm, and cement piles are arranged below it, and the fence is set along the length of the slope of the foundation pit, which can play a protective role. Warning placards are also set up on the fence.
作为一种技术改进,所述基坑斜坡上设置锚杆7,锚杆的顶端与钢网层固定。As a technical improvement, an
作为一种技术改进,所述锚杆与所述第一斜坡2之间的角度小于所述锚杆7与第二斜坡8之间的角度,一般控制在45°~85°之间。As a technical improvement, the angle between the anchor rod and the
作为一种技术改进,所述钢网层9可以替换为三维植网和钢网层。As a technical improvement, the
作为一种技术改进,所述第三混凝土挡墙6外侧设置排水沟渠12,排水沟渠可以作为导水通道,避免基坑水任意汇聚。As a technical improvement, a
在实施的时候,需要将基坑的边坡进行修理,形成两个斜坡,分别命名为第一斜坡和第二斜面,两个斜坡之间存在一个平台,然后在第一斜坡坡底位置设置第一混泥土挡墙,在第二斜坡坡顶位置设置第二混泥土挡墙,在第二斜坡坡底设置第三混泥土挡墙,基坑底面通过混凝土修建形成基坑垫层,垫层的厚度根据实际施工要求而定,在第一斜坡坡顶和坡面上,以及第二斜坡坡顶和坡面上均喷洒厚度不低于40mm的混凝土层,等待固形之后,其表面设置钢丝网层或者设置钢丝网层和三维植网,钢网层通过U 型土钉固定,在坡顶位置设置围栏。During implementation, it is necessary to repair the side slope of the foundation pit to form two slopes, which are named the first slope and the second slope respectively. There is a platform between the two slopes, and then the second slope is set at the bottom of the first slope. A concrete retaining wall, the second concrete retaining wall is set at the top of the second slope, and the third concrete retaining wall is set at the bottom of the second slope. The bottom of the foundation pit is constructed with concrete to form the cushion of the foundation pit. The thickness is determined according to the actual construction requirements. Spray a concrete layer with a thickness of not less than 40mm on the top and surface of the first slope and the top and surface of the second slope. After waiting for solidification, set a steel mesh layer on the surface Or set a steel mesh layer and three-dimensional planting net, the steel mesh layer is fixed by U-shaped soil nails, and a fence is set at the top of the slope.
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| CN202221612816.6U CN217734042U (en) | 2022-06-26 | 2022-06-26 | Deep foundation pit supporting structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118461621A (en) * | 2024-05-06 | 2024-08-09 | 中国港湾工程有限责任公司 | Deep foundation pit protection structure and construction method for coastal bridge |
| CN119913929A (en) * | 2025-04-02 | 2025-05-02 | 吉林交通职业技术学院 | A reinforced mesh layered rolling retaining wall structure and construction method thereof |
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2022
- 2022-06-26 CN CN202221612816.6U patent/CN217734042U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118461621A (en) * | 2024-05-06 | 2024-08-09 | 中国港湾工程有限责任公司 | Deep foundation pit protection structure and construction method for coastal bridge |
| WO2025232103A1 (en) * | 2024-05-06 | 2025-11-13 | 中国港湾工程有限责任公司 | Coastal bridge deep foundation pit protection structure and construction method |
| CN119913929A (en) * | 2025-04-02 | 2025-05-02 | 吉林交通职业技术学院 | A reinforced mesh layered rolling retaining wall structure and construction method thereof |
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