CN211849477U - A foundation pit slope protection structure for civil construction - Google Patents
A foundation pit slope protection structure for civil construction Download PDFInfo
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- CN211849477U CN211849477U CN202020159661.XU CN202020159661U CN211849477U CN 211849477 U CN211849477 U CN 211849477U CN 202020159661 U CN202020159661 U CN 202020159661U CN 211849477 U CN211849477 U CN 211849477U
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- foundation pit
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- protection structure
- slope protection
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- 238000010276 construction Methods 0.000 title claims description 18
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 239000000956 alloy Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 11
- 238000000034 method Methods 0.000 description 7
- 238000009412 basement excavation Methods 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000004378 air conditioning Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及一种护坡结构,特别涉及一种用于土建的基坑护坡结构,属于土建设备技术领域。The utility model relates to a slope protection structure, in particular to a foundation pit slope protection structure for civil construction, belonging to the technical field of civil construction equipment.
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。开挖前应根据地质水文资料,结合现场附近建筑物情况,决定开挖方案,并作好防水排水工作。开挖不深者可用放边坡的办法,使土坡稳定,其坡度大小按有关施工工程规定确定。开挖较深及邻近有建筑物者,可用基坑壁支护方法,喷射混凝土护壁方法,大型基坑甚至采用地下连续墙和柱列式钻孔灌注桩连锁等方法,防护外侧土层坍入。在附近建筑无影响者,可用井点法降低地下水位,采用放坡明挖,在寒冷地区可采用天然冷气冻结法开挖等等。The foundation pit is a soil pit excavated at the base design position according to the base elevation and the size of the base plane. Before excavation, the excavation plan should be decided according to the geological and hydrological data and the conditions of the buildings near the site, and waterproof and drainage work should be done. If the excavation is not deep, the method of placing the slope can be used to stabilize the soil slope, and the size of the slope shall be determined according to the relevant construction engineering regulations. If the excavation is deep and there are buildings nearby, the foundation pit wall support method, the shotcrete wall protection method, or even the underground diaphragm wall and the column-type bored pile interlocking method for large foundation pits can be used to prevent the outer soil layer from collapsing. . For those who have no influence on nearby buildings, the groundwater level can be lowered by the well point method, grading and open-cut excavation can be used, and the natural air-conditioning freezing method can be used for excavation in cold areas.
现有的护坡结构大多采用水泥砂浆填充的方式,其安装不便,效率低,不能够进行回收利用,部分支护结构运用纵横的钢筋实地编织成钢筋网片对基坑边侧进行保护,钢筋网片的节点均需要用铁丝铆住,施工时间长。因此我们对此做出改进,提出一种用于土建的基坑护坡结构。Most of the existing slope protection structures are filled with cement mortar, which is inconvenient to install, has low efficiency, and cannot be recycled. The nodes of the sheet need to be riveted with iron wires, and the construction time is long. Therefore, we made improvements and proposed a foundation pit slope protection structure for civil construction.
实用新型内容Utility model content
本实用新型的目的在于提供一种用于土建的基坑护坡结构,以解决上述背景技术中提出的传统护坡结构大多采用水泥砂浆填充的方式,其安装不便,效率低,不能够进行回收利用,部分支护结构运用纵横的钢筋实地编织成钢筋网片对基坑边侧进行保护,钢筋网片的节点均需要用铁丝铆住,施工时间长的问题。The purpose of this utility model is to provide a foundation pit slope protection structure for civil construction, in order to solve the problem that most of the traditional slope protection structures proposed in the above background technology are filled with cement mortar, which is inconvenient to install, has low efficiency, and cannot be recycled. Part of the support structure uses vertical and horizontal steel bars to be woven into steel mesh sheets to protect the sides of the foundation pit. The nodes of the steel mesh sheets need to be riveted with iron wires, and the construction time is long.
为实现上述目的,本实用新型提供如下技术方案:一种用于土建的基坑护坡结构,包括第一支护杆,所述第一支护杆两边侧的竖直方向均匀分布有连接杆,所述连接杆一端固定有第二支护杆,所述第二支护杆和第一支护杆顶端均开设有第一安装孔,所述第一安装孔中间穿设有旋转轴,所述旋转轴两端与U型连接头相连,所述U型连接头一端设置有固定杆,所述第一支护杆和第二支护杆中间的竖直方向等距离开设有第一定位孔,所述第一定位孔内穿设有紧固件,所述紧固件一端设有定位轴,所述定位轴一端固定有与第一定位孔对应的限位头,所述定位轴另一端设置有锥形头,所述锥形头两侧对称设有倒刺片。In order to achieve the above purpose, the present utility model provides the following technical solutions: a foundation pit slope protection structure for civil construction, comprising a first support rod, and connecting rods are evenly distributed in the vertical direction on both sides of the first support rod, One end of the connecting rod is fixed with a second support rod, the top ends of the second support rod and the first support rod are both provided with a first installation hole, and a rotating shaft is penetrated in the middle of the first installation hole, and the Both ends of the rotating shaft are connected with a U-shaped connector, one end of the U-shaped connector is provided with a fixing rod, and a first positioning hole is opened at an equal distance in the vertical direction between the first support rod and the second support rod, The first positioning hole is provided with a fastener, one end of the fastener is provided with a positioning shaft, one end of the positioning shaft is fixed with a limit head corresponding to the first positioning hole, and the other end of the positioning shaft is provided There is a conical head, and the two sides of the conical head are symmetrically provided with barbs.
作为本实用新型的一种优选技术方案,所述倒刺片、锥形头、定位轴和限位头为铝合金材料制成。As a preferred technical solution of the present invention, the barb piece, the conical head, the positioning shaft and the limit head are made of aluminum alloy material.
作为本实用新型的一种优选技术方案,所述固定杆和U型连接头为一体成型结构,所述U型连接头内侧对称开设有与旋转轴对应的第二安装孔。As a preferred technical solution of the present invention, the fixing rod and the U-shaped connecting head are integrally formed, and the inner side of the U-shaped connecting head is symmetrically provided with a second installation hole corresponding to the rotating shaft.
作为本实用新型的一种优选技术方案,所述连接杆与第一支护杆和第二支护杆之间通过焊接固定连接。As a preferred technical solution of the present invention, the connecting rod is fixedly connected with the first support rod and the second support rod by welding.
作为本实用新型的一种优选技术方案,所述限位头外径大于第一定位孔内径。As a preferred technical solution of the present invention, the outer diameter of the limiting head is larger than the inner diameter of the first positioning hole.
作为本实用新型的一种优选技术方案,所述固定杆一端开设有第二定位孔,所述第二定位孔内穿设有定位桩。As a preferred technical solution of the present invention, one end of the fixing rod is provided with a second positioning hole, and a positioning pile is penetrated in the second positioning hole.
与现有技术相比,本实用新型的有益效果是:本实用新型一种用于土建的基坑护坡结构,具有安装方便快捷,可以循环往复利用,防护全面的优点,在具体的使用中,与传统的基坑护坡结构相比较而言,本实用新型通过旋转轴使得固定杆的旋转角度可以调节,适用于不同倾斜角度基坑斜坡的防护,将第一支护杆和第二支护杆摆放在基坑坡面上,转动U型连接头,使固定杆与坡面顶部的水平面相连,此时依次将紧固件穿过第一定位孔并钉入坡面内部,锥形头减少定位轴的移动阻力,倒刺片提高紧固件的抓力,确保第一支护杆和第二支护杆护坡强度高,最后将定位桩钉入第二安装孔和地面,实现护坡结构的整体安装,拆装简易,使用效果好。Compared with the prior art, the beneficial effects of the utility model are as follows: the utility model is a foundation pit slope protection structure for civil construction, which has the advantages of convenient and quick installation, can be recycled and reused, and comprehensive protection. Compared with the traditional foundation pit slope protection structure, the utility model can adjust the rotation angle of the fixed rod through the rotating shaft, and is suitable for the protection of foundation pit slopes with different inclination angles. Place it on the slope of the foundation pit, turn the U-shaped connector to connect the fixing rod with the horizontal surface at the top of the slope, and then pass the fasteners through the first positioning hole and nail them into the inside of the slope in turn, reducing the number of tapered heads. The movement resistance of the positioning shaft and the barbs improve the gripping force of the fasteners to ensure the high slope protection strength of the first support rod and the second support rod. Overall installation, easy disassembly and assembly, good use effect.
附图说明Description of drawings
图1为本实用新型整体结构示意图;Fig. 1 is the overall structure schematic diagram of the present utility model;
图2为本实用新型的侧面结构示意图;Fig. 2 is the side structure schematic diagram of the utility model;
图中:1、第一支护杆;2、第二支护杆;3、紧固件;4、第一安装孔;5、U型连接头;6、旋转轴;7、连接杆;8、第二安装孔;9、限位头;10、第一定位孔;11、定位轴;12、倒刺片;13、锥形头;14、固定杆;15、第二定位孔;16、定位桩。In the figure: 1, the first support rod; 2, the second support rod; 3, the fastener; 4, the first installation hole; 5, the U-shaped connector; 6, the rotating shaft; 7, the connecting rod; 8 , the second mounting hole; 9, the limit head; 10, the first positioning hole; 11, the positioning shaft; 12, the barb piece; 13, the conical head; 14, the fixing rod; 15, the second positioning hole; 16, Positioning stakes.
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,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the implementations. example. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.
请参阅图1-2,本实用新型提供了一种用于土建的基坑护坡结构,包括第一支护杆1,所述第一支护杆1两边侧的竖直方向均匀分布有连接杆7,所述连接杆7一端固定有第二支护杆2,所述第二支护杆2和第一支护杆1顶端均开设有第一安装孔4,所述第一安装孔4中间穿设有旋转轴6,所述旋转轴6两端与U型连接头5相连,所述U型连接头5一端设置有固定杆14,所述第一支护杆1和第二支护杆2中间的竖直方向等距离开设有第一定位孔10,所述第一定位孔10内穿设有紧固件3,所述紧固件3一端设有定位轴11,所述定位轴11一端固定有与第一定位孔10对应的限位头9,所述定位轴11另一端设置有锥形头13,所述锥形头13两侧对称设有倒刺片12,使得紧固件3不容易脱离坡面。Please refer to Fig. 1-2, the present utility model provides a foundation pit slope protection structure for civil construction, including a
优选的,所述倒刺片12、锥形头13、定位轴11和限位头9为铝合金材料制成,结构强度高且不易锈蚀,可以多次利用,使用寿命长。Preferably, the
优选的,所述固定杆14和U型连接头5为一体成型结构,所述U型连接头5内侧对称开设有与旋转轴6对应的第二安装孔8,方便固定杆14根据基坑斜坡的角度进行相应的旋转调整。Preferably, the
优选的,所述连接杆7与第一支护杆1和第二支护杆2之间通过焊接固定连接,提高第一支护杆1和第二支护杆2的护坡强度。Preferably, the connecting
优选的,所述限位头9外径大于第一定位孔10内径,避免紧固件3穿过第一定位孔10。Preferably, the outer diameter of the limiting head 9 is larger than the inner diameter of the
优选的,所述固定杆14一端开设有第二定位孔15,所述第二定位孔15内穿设有定位桩16,使得固定杆14与基坑斜坡顶部的地面之间进行固定。Preferably, one end of the
具体使用时,本实用新型一种用于土建的基坑护坡结构,具有安装方便快捷,可以循环往复利用,防护全面的优点,通过旋转轴6使得固定杆14的旋转角度可以调节,适用于不同倾斜角度基坑斜坡的防护,将第一支护杆1和第二支护杆2摆放在基坑坡面上,转动U型连接头5,使固定杆14与坡面顶部的水平面相连,此时依次将紧固件3穿过第一定位孔10并钉入坡面内部,锥形头13减少定位轴11的移动阻力,倒刺片12提高紧固件3的抓力,确保第一支护杆1和第二支护杆2护坡强度高,最后将定位桩16钉入第二定位孔15和地面,实现护坡结构的整体安装,拆装简易,使用效果好,值得进行广泛推广。In concrete use, the utility model is a foundation pit slope protection structure for civil construction, which has the advantages of convenient and quick installation, can be recycled and reused, and comprehensive protection. For the protection of the slope of the foundation pit with an inclination angle, place the
在本实用新型的描述中,需要理解的是,指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。In the description of the present invention, it should be understood that the indicated orientation or positional relationship is based on the orientation or positional relationship shown in the accompanying drawings, which is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying the indicated The device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the present invention.
在本实用新型中,除非另有明确的规定和限定,例如,可以是固定连接,也可以是可拆卸连接,或成一体;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通或两个元件的相互作用关系,除非另有明确的限定,对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本实用新型中的具体含义。In the present utility model, unless otherwise expressly specified and limited, for example, it may be a fixed connection, a detachable connection, or an integrated body; it may be a mechanical connection or an electrical connection; it may be a direct connection, or a It can be indirectly connected through an intermediate medium, it can be the communication between two elements or the interaction relationship between the two elements, unless otherwise clearly defined, for those of ordinary skill in the art, the above terms can be understood according to the specific situation in this document. The specific meaning in the utility model.
尽管已经示出和描述了本实用新型的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本实用新型的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本实用新型的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes and modifications can be made to these embodiments without departing from the principles and spirit of the present invention , alternatives and modifications, the scope of the present invention is defined by the appended claims and their equivalents.
Claims (6)
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113532992A (en) * | 2021-07-21 | 2021-10-22 | 北京理工大学珠海学院 | A soil sample preparation device for civil engineering experiments |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113532992A (en) * | 2021-07-21 | 2021-10-22 | 北京理工大学珠海学院 | A soil sample preparation device for civil engineering experiments |
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