CN208219670U - A kind of support system of deep basal pit - Google Patents

A kind of support system of deep basal pit Download PDF

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Publication number
CN208219670U
CN208219670U CN201820785483.4U CN201820785483U CN208219670U CN 208219670 U CN208219670 U CN 208219670U CN 201820785483 U CN201820785483 U CN 201820785483U CN 208219670 U CN208219670 U CN 208219670U
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plate
mounting plate
cross bar
foundation pit
connecting rod
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徐金良
徐玉柱
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Shenyang Guoxing Construction Engineering Co ltd
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Sichuan City Kate Construction Engineering Co Ltd
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Abstract

本实用新型涉及一种深基坑的支撑体系,属于岩土工程领域,解决了连接杆容易损坏的问题,包括设置于基坑周围用于承接基坑压力的多块护板,每块所述护板上固设有横杆,相邻两护板上的横杆之间设置有连接杆,所述横杆靠近基坑中心的侧壁上设置有安装板,所述连接杆两端设置有连接部,所述连接部与安装板铰接。因连接杆与横杆铰接,连接杆将只受到轴向的应力,而避免受到弯曲应力和剪应力,防止连接杆轻易损坏,延长连接杆的使用寿命,而相邻两横杆传递给连接杆轴向的应力相互抵消,以达到加强横杆的结构强度,增加其抵抗变形的能力,横杆与连接杆的作用加强护板对基坑的支撑作用,保证支撑的稳定性。

The utility model relates to a support system for a deep foundation pit, which belongs to the field of geotechnical engineering and solves the problem that connecting rods are easily damaged. A cross bar is fixed on the guard plate, a connecting rod is arranged between the cross bars on two adjacent guard plates, a mounting plate is arranged on the side wall of the cross bar close to the center of the foundation pit, and the two ends of the connecting rod are provided with The connecting part is hinged to the mounting plate. Because the connecting rod and the cross bar are hinged, the connecting rod will only be subjected to axial stress, and avoid bending stress and shear stress, prevent the connecting rod from being easily damaged, and prolong the service life of the connecting rod. The axial stresses cancel each other out to strengthen the structural strength of the cross bar and increase its ability to resist deformation. The function of the cross bar and the connecting rod strengthens the supporting effect of the guard plate on the foundation pit and ensures the stability of the support.

Description

一种深基坑的支撑体系A support system for deep foundation pit

技术领域technical field

本实用新型涉及岩土工程领域,特别涉及一种深基坑的支撑体系。The utility model relates to the field of geotechnical engineering, in particular to a support system for deep foundation pits.

背景技术Background technique

深基坑是指开挖深度超过5米或地下室三层以上,或深度虽未超过5米,但地质条件和周围环境及地下管线特别复杂的工程。基坑支护,是为保证地下结构施工及基坑周边环境的安全,对基坑侧壁及周边环境采用的支挡、加固与保护措施。Deep foundation pit refers to a project where the excavation depth exceeds 5 meters or the basement has more than three floors, or the depth does not exceed 5 meters, but the geological conditions, surrounding environment and underground pipelines are particularly complicated. The foundation pit support is to ensure the safety of the underground structure construction and the surrounding environment of the foundation pit, and the support, reinforcement and protection measures adopted for the side wall of the foundation pit and the surrounding environment.

目前对于开挖的深基坑,内支撑的支撑体系主要采用支承桩加格构柱的结构。格构柱在加工时需要用电焊进行焊接,其产生的废气污染和光污染对人体有害,而支承桩施工时,钻机工作时会产生废气污染,以及施工所用泥浆对周边土壤造成污染,而且支承桩止水板的止水效果难以保证,同时在浇筑支撑梁时,常常把格构柱也浇满混凝土,为后期破除带来不必要的麻烦。At present, for excavated deep foundation pits, the support system of internal support mainly adopts the structure of supporting piles and lattice columns. The lattice column needs to be welded by electric welding during processing, and the exhaust gas pollution and light pollution produced by it are harmful to the human body. When the support pile is constructed, the drilling rig will produce exhaust gas pollution, and the mud used in the construction will pollute the surrounding soil, and the support pile The water-stop effect of the water-stop slab is difficult to guarantee. At the same time, when pouring the support beams, the lattice columns are often filled with concrete, which brings unnecessary troubles to the later demolition.

传统的深基坑钢支撑约束节点构造为固定约束,一般采用螺栓直接将横杆与连接横杆的连接杆固定连接,该种连接方式使得连接杆不但受到轴向的压力还将受到弯曲应力和剪应力,连接杆很易损坏,降低连接杆使用寿命。The traditional deep foundation pit steel support constraint node structure is a fixed constraint. Generally, bolts are used to directly connect the cross bar to the connecting rod connecting the cross bar. This connection method makes the connecting rod not only subjected to axial pressure but also to bending stress and shear stress, the connecting rod is easily damaged, reducing the service life of the connecting rod.

实用新型内容Utility model content

本实用新型的目的在于提供一种深基坑的支撑体系,具有避免深基坑的连接杆受到弯曲应力和剪应力,延长其使用寿命的优点。The purpose of the utility model is to provide a support system for a deep foundation pit, which has the advantages of avoiding bending stress and shear stress on the connecting rods of the deep foundation pit, and prolonging its service life.

本实用新型的上述技术目的是通过以下技术方案得以实现的:The above-mentioned technical purpose of the utility model is achieved through the following technical solutions:

一种深基坑的支撑体系,包括设置于基坑周围用于承接基坑压力的多块护板,每块所述护板上固设有横杆,相邻两护板上的横杆之间设置有连接杆,所述横杆靠近基坑中心的侧壁上设置有安装板,所述连接杆两端设置有连接部,所述连接部与安装板铰接。A support system for a deep foundation pit, comprising a plurality of protective plates arranged around the foundation pit to bear the pressure of the foundation pit, each of the protective plates is fixed with a cross bar, and the cross bar on two adjacent guard plates A connecting rod is arranged between them, and a mounting plate is arranged on the side wall of the cross bar close to the center of the foundation pit, and connecting parts are arranged at both ends of the connecting rod, and the connecting parts are hinged to the mounting board.

实施上述技术方案,基坑土体的压应力传递给护板,护板将应力传递给横杆,横杆再传递给连接杆,因连接杆与横杆铰接,连接杆将只受到轴向的应力,而避免受到弯曲应力和剪应力,防止连接杆轻易损坏,延长连接杆的使用寿命,而相邻两横杆传递给连接杆轴向的应力相互抵消,以达到加强横杆的结构强度,增加其抵抗变形的能力,横杆与连接杆的作用加强护板对基坑的支撑作用,保证支撑的稳定性。Implementing the above technical scheme, the compressive stress of the foundation pit soil is transmitted to the guard plate, the guard plate transmits the stress to the cross bar, and the cross bar then transmits the stress to the connecting rod. Because the connecting rod and the cross bar are hinged, the connecting rod will only be affected by the axial force. Stress, avoid bending stress and shear stress, prevent the connecting rod from being easily damaged, prolong the service life of the connecting rod, and the axial stress transmitted to the connecting rod by two adjacent cross bars cancel each other out, so as to strengthen the structural strength of the cross bar, To increase its ability to resist deformation, the function of the cross bar and the connecting rod strengthens the supporting effect of the guard plate on the foundation pit and ensures the stability of the support.

优选的,所述安装板包括上安装板和下安装板,所述上安装板和下安装板上且沿同一竖直轴线开设有安装孔,所述安装孔内穿设有铰接轴,所述连接部包括连接板,且所述连接板位于上安装板与下安装板之间,所述连接板上开设有连接孔,所述铰接轴穿过安装孔与连接孔以使连接板与安装板铰接,所述铰接轴顶部固设有防止铰接轴滑落的限位台。Preferably, the mounting plate includes an upper mounting plate and a lower mounting plate, the upper mounting plate and the lower mounting plate are provided with mounting holes along the same vertical axis, a hinge shaft is pierced in the mounting hole, and the The connecting part includes a connecting plate, and the connecting plate is located between the upper mounting plate and the lower mounting plate, and a connecting hole is opened on the connecting plate, and the hinge shaft passes through the mounting hole and the connecting hole to make the connecting plate and the mounting plate Hinged, the top of the hinged shaft is fixed with a limiting platform to prevent the hinged shaft from slipping.

实施上述技术方案,安装时,将连接杆的连接板放入上安装板与下安装板之间,并调节连接板位置,使连接孔与安装孔对齐,从上安装板的安装孔插入铰接轴以达到安装板与连接板连接的目的,避免连接杆受到弯曲应力和剪应力,延长其使用寿命,而限位台防止铰接轴在重力的作用下滑落。To implement the above technical solution, when installing, put the connecting plate of the connecting rod between the upper mounting plate and the lower mounting plate, and adjust the position of the connecting plate so that the connecting hole is aligned with the mounting hole, and insert the hinge shaft from the mounting hole of the upper mounting plate In order to achieve the purpose of connecting the mounting plate and the connecting plate, avoid the connecting rod from being subjected to bending stress and shear stress, and prolong its service life, and the limit table prevents the hinge shaft from falling under the action of gravity.

优选的,所述铰接轴远离限位台的一端螺纹连接有紧固环,所述紧固环与下安装板抵接。Preferably, the end of the hinge shaft away from the stopper is screwed with a fastening ring, and the fastening ring abuts against the lower mounting plate.

实施上述技术方案,当连接板与安装板连接后,将紧固环与铰接轴螺纹连接,限定铰接轴的位置,从而有效地防止铰接轴向上脱离安装孔,保证连接的稳定性和可靠性。Implement the above technical solution, when the connecting plate is connected to the mounting plate, screw the fastening ring to the hinged shaft to limit the position of the hinged shaft, thereby effectively preventing the hinged shaft from detaching from the mounting hole and ensuring the stability and reliability of the connection .

优选的,所述上安装板与下安装板靠近横杆的一端固定连接有固定板,所述固定板与横杆侧壁贴合,所述固定板上开设有通孔,所述通孔内转动设置有固定螺栓,所述横杆侧壁开设有螺纹孔,所述固定螺栓与螺纹孔螺纹连接以使固定板固定于横杆上。Preferably, the upper mounting plate and the lower mounting plate are fixedly connected with a fixed plate at one end close to the cross bar, the fixed plate is attached to the side wall of the cross bar, and a through hole is opened on the fixed plate, and the through hole A fixing bolt is provided for rotation, and a threaded hole is provided on the side wall of the cross bar, and the fixing bolt is threadedly connected with the threaded hole so that the fixing plate is fixed on the cross bar.

实施上述技术方案,安装时,将固定板与横杆侧壁贴合,并使通孔与螺纹孔连通,旋转固定螺栓,使固定螺栓与螺纹孔螺纹连接,从而达到固定固定板的目的,固定板安装方便且牢固。Implement the above-mentioned technical scheme, when installing, fit the fixing plate and the side wall of the cross bar, and make the through hole communicate with the threaded hole, rotate the fixing bolt, so that the fixing bolt is threadedly connected with the threaded hole, so as to achieve the purpose of fixing the fixing plate. Board installation is easy and secure.

优选的,所述连接杆与两横杆构成三角形加强结构,所述横杆上固定设置有向三角形加强结构方向抵压固定板的挡板。Preferably, the connecting rod and the two cross bars form a triangular reinforcing structure, and the cross bar is fixedly provided with a baffle that presses against the fixing plate in the direction of the triangular reinforcing structure.

实施上述技术方案,固定板将受到连接杆轴向的压力,而固定板通过固定螺栓与横杆固定连接,固定螺栓将受到沿横杆方向的剪切力,剪切力将破坏固定螺栓的与螺纹孔的连接,致使固定螺栓松动,甚至失效,而挡板的设置,抵消一部分固定板受到的沿横杆方向的分力,一定程度上防止固定螺栓失效,增强固定板的固定效果。Implement the above technical scheme, the fixed plate will be under the axial pressure of the connecting rod, and the fixed plate will be fixedly connected with the cross bar through the fixed bolt, the fixed bolt will be subjected to the shear force along the direction of the cross bar, and the shear force will destroy the connection between the fixed bolt and the cross bar. The connection of the threaded holes causes the fixing bolts to loosen or even fail, and the setting of the baffle offsets part of the component force on the fixing plate along the direction of the cross bar, prevents the fixing bolts from failing to a certain extent, and enhances the fixing effect of the fixing plate.

优选的,所述挡板与横杆间固定连接有加强肋板。Preferably, a reinforcing rib is fixedly connected between the baffle and the cross bar.

实施上述技术方案,加强肋板的设置增强了挡板的结构强度,有效地防止挡板弯曲变形。Implementing the above technical solution, the arrangement of the reinforcing ribs enhances the structural strength of the baffle and effectively prevents the baffle from being bent and deformed.

优选的,所述护板多次弯折形成若干凹槽和凸台。Preferably, the guard plate is bent multiple times to form several grooves and bosses.

实施上述技术方案,将护板弯折形成凹槽和凸台,加强了护板的抗弯的性能,防止护板受到基坑土体的压力而轻易变形,保证护板足够的防护能力。Implementing the above technical solution, the guard plate is bent to form grooves and bosses, which strengthens the bending resistance of the guard plate, prevents the guard plate from being easily deformed by the pressure of the soil of the foundation pit, and ensures sufficient protection ability of the guard plate.

优选的,所述横杆沿护板高度方向平行设置多个。Preferably, a plurality of cross bars are arranged in parallel along the height direction of the guard plate.

实施上述技术方案,将横杆设置多个,增强了横杆对护板的结构强度的加强作用,提高护板的防护能力。Implementing the above technical solution, multiple cross bars are provided, which enhances the strengthening effect of the cross bars on the structural strength of the guard plate, and improves the protective ability of the guard plate.

综上所述,本实用新型对比于现有技术的有益效果为:In summary, the utility model has the beneficial effects compared with the prior art as follows:

一、基坑土体的压应力传递给护板,护板将应力传递给横杆,横杆再传递给连接杆,因连接杆与横杆铰接,连接杆将只受到轴向的应力,而避免受到弯曲应力和剪应力,防止连接杆轻易损坏,延长连接杆的使用寿命,而相邻两横杆传递给连接杆轴向的应力相互抵消,以达到加强横杆的结构强度,增加其抵抗变形的能力,横杆与连接杆的作用加强护板对基坑的支撑作用,保证支撑的稳定性;1. The compressive stress of the foundation pit soil is transmitted to the guard plate, the guard plate transmits the stress to the cross bar, and the cross bar then transmits the stress to the connecting rod. Because the connecting rod and the cross bar are hinged, the connecting rod will only be subjected to axial stress, while Avoid bending stress and shear stress, prevent the connecting rod from being easily damaged, prolong the service life of the connecting rod, and the axial stress transmitted to the connecting rod by two adjacent cross bars cancel each other out, so as to strengthen the structural strength of the cross bar and increase its resistance The ability to deform, the function of the cross bar and the connecting rod strengthens the supporting effect of the guard plate on the foundation pit and ensures the stability of the support;

二、固定板将受到连接杆轴向的压力,而固定板通过固定螺栓与横杆固定连接,固定螺栓将受到沿横杆方向的剪切力,剪切力将破坏固定螺栓的与螺纹孔的连接,致使固定螺栓松动,甚至失效,而挡板的设置,抵消一部分固定板受到的沿横杆方向的分力,一定程度上防止固定螺栓失效,增强固定板的固定效果。2. The fixed plate will be under the axial pressure of the connecting rod, and the fixed plate will be fixedly connected with the cross bar through the fixed bolt. The fixed bolt will be subjected to the shear force along the direction of the cross bar, and the shear force will destroy the connection between the fixed bolt and the threaded hole. The connection will cause the fixing bolts to loosen or even fail, and the setting of the baffle offsets part of the force component along the direction of the cross bar received by the fixing plate, prevents the fixing bolt from failing to a certain extent, and enhances the fixing effect of the fixing plate.

附图说明Description of drawings

为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description These are only some embodiments of the utility model, and those skilled in the art can also obtain other drawings based on these drawings without creative work.

图1是本实用新型实施例的整体结构示意图;Fig. 1 is the overall structural representation of the utility model embodiment;

图2是本实用新型实施例的爆炸图;Fig. 2 is the explosion diagram of the utility model embodiment;

图3是图2中的A部放大图。Fig. 3 is an enlarged view of part A in Fig. 2 .

附图标记:1、护板;11、凹槽;12、凸台;2、横杆;21、安装板;211、上安装板;212、下安装板;213、安装孔;22、固定板;221、通孔;2211、固定螺栓;23、螺纹孔;24、挡板;241、加强肋板;3、连接杆;31、连接板;311、连接孔;4、铰接轴;41、限位台;42、紧固环;5、三角形加强结构。Reference signs: 1, guard plate; 11, groove; 12, boss; 2, cross bar; 21, mounting plate; 211, upper mounting plate; 212, lower mounting plate; 213, mounting hole; 22, fixing plate ; 221, through hole; 2211, fixing bolt; 23, threaded hole; 24, baffle plate; 241, reinforcing rib plate; 3, connecting rod; 31, connecting plate; 311, connecting hole; 42. Fastening ring; 5. Triangular reinforcement structure.

具体实施方式Detailed ways

以下结合附图对本实用新型作进一步详细说明。Below in conjunction with accompanying drawing, the utility model is described in further detail.

本具体实施例仅仅是对本实用新型的解释,其并不是对本实用新型的限制,本领域技术人员在阅读完本说明书后可以根据需要对本实施例做出没有创造性贡献的修改,但只要在本实用新型的权利要求范围内都受到专利法的保护。This specific embodiment is only an explanation of the utility model, and it is not a limitation of the utility model. Those skilled in the art can make modifications to the embodiment without creative contribution according to needs after reading this specification, but as long as they are within the utility model All new claims are protected by patent law.

实施例:Example:

如图1所示,一种深基坑的支撑体系,包括设置于基坑周围用于承接基坑压力的多块护板1,参见图3,护板1多次弯折形成若干凹槽11和凸台12;将护板1弯折形成凹槽11和凸台12,加强了护板1的抗弯的性能,防止护板1受到基坑土体的压力而轻易变形,保证护板1足够的防护能力。每块护板1上固设有横杆2,横杆2沿护板1高度方向平行设置多个;以增强横杆2对护板1的结构强度的加强作用,提高护板1的防护能力。As shown in Figure 1, a support system for a deep foundation pit includes a plurality of protective plates 1 arranged around the foundation pit to bear the pressure of the foundation pit, see Figure 3, the protective plates 1 are bent multiple times to form a number of grooves 11 and the boss 12; the guard plate 1 is bent to form a groove 11 and a boss 12, which strengthens the bending resistance of the guard plate 1, prevents the guard plate 1 from being easily deformed by the pressure of the foundation pit soil, and ensures that the guard plate 1 adequate protection. Each guard plate 1 is fixed with a crossbar 2, and a plurality of crossbars 2 are arranged in parallel along the height direction of the guard plate 1; to enhance the strengthening effect of the crossbar 2 on the structural strength of the guard plate 1, and improve the protective ability of the guard plate 1 .

如图2、3所示,相邻两护板1上的横杆2之间设置有连接杆3,横杆2靠近基坑中心的侧壁上设置有安装板21,连接杆3两端设置有连接部,连接部与安装板21铰接。As shown in Figures 2 and 3, a connecting rod 3 is provided between the cross bars 2 on two adjacent guard plates 1, and a mounting plate 21 is provided on the side wall of the cross bar 2 close to the center of the foundation pit, and the two ends of the connecting rod 3 are provided There is a connecting portion, and the connecting portion is hinged with the mounting plate 21 .

如图2、3所示,安装板21包括上安装板211和下安装板212,上安装板211和下安装板212上且沿同一竖直轴线开设有安装孔213,安装孔213内穿设有铰接轴4,连接部包括连接板31,且连接板31位于上安装板211与下安装板212之间,连接板31上开设有连接孔311,铰接轴4穿过安装孔213与连接孔311以使连接板31与安装板21铰接,铰接轴4顶部固设有防止铰接轴4滑落的限位台41,铰接轴4远离限位台41的一端螺纹连接有紧固环42,紧固环42与下安装板212抵接;当连接板31与安装板21连接后,将紧固环42与铰接轴4螺纹连接,限定铰接轴4的位置,从而有效地防止铰接轴4向上脱离安装孔213,保证连接的稳定性和可靠性。As shown in Figures 2 and 3, the mounting plate 21 includes an upper mounting plate 211 and a lower mounting plate 212. On the upper mounting plate 211 and the lower mounting plate 212 and along the same vertical axis, a mounting hole 213 is opened, and the mounting hole 213 is penetrated. There is a hinged shaft 4, the connecting portion includes a connecting plate 31, and the connecting plate 31 is located between the upper mounting plate 211 and the lower mounting plate 212, the connecting plate 31 is provided with a connecting hole 311, and the hinged shaft 4 passes through the mounting hole 213 and the connecting hole 311 so that the connecting plate 31 and the mounting plate 21 are hinged, the top of the hinge shaft 4 is fixedly provided with a limiter 41 to prevent the hinge shaft 4 from slipping, and the end of the hinge shaft 4 away from the limiter 41 is screwed with a fastening ring 42. The ring 42 abuts against the lower mounting plate 212; when the connecting plate 31 is connected to the mounting plate 21, the fastening ring 42 is screwed to the hinge shaft 4 to limit the position of the hinge shaft 4, thereby effectively preventing the hinge shaft 4 from being disengaged from the installation upwards. The hole 213 ensures the stability and reliability of the connection.

具体过程:将连接杆3的连接板31放入上安装板211与下安装板212之间,并调节连接板31位置,使连接孔311与安装孔213对齐,从上安装板211的安装孔213插入铰接轴4以达到安装板21与连接板31连接的目的。基坑土体的压应力传递给护板1,护板1将应力传递给横杆2,横杆2再传递给连接杆3,因连接杆3与横杆2铰接,连接杆3将只受到轴向的应力,而避免受到弯曲应力和剪应力,防止连接杆3轻易损坏,延长连接杆3的使用寿命;而相邻两横杆2传递给连接杆3轴向的应力相互抵消,以达到加强横杆2的结构强度,增加其抵抗变形的能力,横杆2与连接杆3的作用加强护板1对基坑的支撑作用,保证支撑的稳定性。Specific process: Put the connecting plate 31 of the connecting rod 3 between the upper mounting plate 211 and the lower mounting plate 212, and adjust the position of the connecting plate 31 so that the connecting hole 311 is aligned with the mounting hole 213, and the mounting hole of the upper mounting plate 211 213 is inserted into the hinge shaft 4 to achieve the purpose of connecting the mounting plate 21 to the connecting plate 31 . The compressive stress of the foundation pit soil is transmitted to the guard plate 1, and the guard plate 1 transmits the stress to the cross bar 2, and the cross bar 2 then transmits the stress to the connecting rod 3. Because the connecting rod 3 and the cross bar 2 are hinged, the connecting rod 3 will only be subjected to Axial stress, avoiding bending stress and shear stress, preventing the connecting rod 3 from being easily damaged, prolonging the service life of the connecting rod 3; and the axial stresses transmitted to the connecting rod 3 by two adjacent cross bars 2 cancel each other out, so as to achieve Strengthen the structural strength of the crossbar 2 and increase its ability to resist deformation, and the function of the crossbar 2 and the connecting rod 3 strengthens the supporting effect of the guard plate 1 on the foundation pit to ensure the stability of the support.

如图2、3所示,上安装板211与下安装板212靠近横杆2的一端固定连接有固定板22,固定板22与横杆2侧壁贴合,固定板22上开设有通孔221,通孔221内转动设置有固定螺栓2211,横杆2侧壁开设有螺纹孔23,固定螺栓2211与螺纹孔23螺纹连接以使固定板22固定于横杆2上。As shown in Figures 2 and 3, the upper mounting plate 211 and the lower mounting plate 212 are fixedly connected to one end of the cross bar 2 with a fixed plate 22, the fixed plate 22 is attached to the side wall of the cross bar 2, and the fixed plate 22 is provided with a through hole 221, the through hole 221 is rotated with a fixed bolt 2211, the side wall of the cross bar 2 is provided with a threaded hole 23, the fixed bolt 2211 is threaded with the threaded hole 23 so that the fixed plate 22 is fixed on the cross bar 2.

安装安装板21时,将固定板22与横杆2侧壁贴合,并使通孔221与螺纹孔23连通,旋转固定螺栓2211,使固定螺栓2211与螺纹孔23螺纹连接,从而达到固定固定板22的目的,固定板22安装方便且牢固。When installing the mounting plate 21, the fixing plate 22 is attached to the side wall of the cross bar 2, and the through hole 221 is communicated with the threaded hole 23, and the fixing bolt 2211 is rotated so that the fixing bolt 2211 is threadedly connected with the threaded hole 23, so as to achieve fixed The purpose of the plate 22 is that the fixed plate 22 is easy and firm to install.

如图2、3所示,连接杆3与两横杆2构成三角形加强结构5,横杆2上固定设置有向三角形加强结构5方向抵压固定板22的挡板24;固定板22将受到连接杆3轴向的压力,而固定板22通过固定螺栓2211与横杆2固定连接,固定螺栓2211将受到沿横杆2方向的剪切力,剪切力将破坏固定螺栓2211的与螺纹孔23的连接,致使固定螺栓2211松动,甚至失效,而挡板24的设置,抵消一部分固定板22受到的沿横杆2方向的分力,一定程度上防止固定螺栓2211失效,增强固定板22的固定效果。As shown in Figures 2 and 3, the connecting rod 3 and the two cross bars 2 form a triangular reinforcement structure 5, and the cross bar 2 is fixedly provided with a baffle plate 24 that presses against the fixed plate 22 in the direction of the triangular reinforced structure 5; the fixed plate 22 will be subjected to The axial pressure of the connecting rod 3, while the fixed plate 22 is fixedly connected with the cross bar 2 through the fixing bolt 2211, the fixing bolt 2211 will be subjected to the shear force along the direction of the cross bar 2, and the shear force will destroy the threaded hole of the fixing bolt 2211 23 connection, causing the fixing bolt 2211 to loosen or even fail, and the setting of the baffle plate 24 offsets the force component along the direction of the cross bar 2 received by a part of the fixing plate 22, prevents the fixing bolt 2211 from failing to a certain extent, and strengthens the strength of the fixing plate 22. fixed effect.

如图2、3所示,为了增强挡板24的结构强度,有效地防止挡板24弯曲变形,在所述挡板24与横杆2间固定连接有加强肋板241。As shown in FIGS. 2 and 3 , in order to enhance the structural strength of the baffle 24 and effectively prevent the baffle 24 from bending and deformation, a reinforcing rib 241 is fixedly connected between the baffle 24 and the cross bar 2 .

以上所述仅是本实用新型的示范性实施方式,而非用于限制本实用新型的保护范围,本实用新型的保护范围由所附的权利要求确定。The above descriptions are only exemplary implementations of the present utility model, and are not intended to limit the protection scope of the present utility model, which is determined by the appended claims.

Claims (8)

1.一种深基坑的支撑体系,其特征是,包括设置于基坑周围用于承接基坑压力的多块护板(1),每块所述护板(1)上固设有横杆(2),相邻两护板(1)上的横杆(2)之间设置有连接杆(3),所述横杆(2)靠近基坑中心的侧壁上设置有安装板(21),所述连接杆(3)两端设置有连接部,所述连接部与安装板(21)铰接。1. A support system for a deep foundation pit is characterized in that it comprises a plurality of guard plates (1) arranged around the foundation pit for receiving the pressure of the foundation pit, and each said guard plate (1) is fixedly provided with a horizontal Rod (2), a connecting rod (3) is arranged between the cross bars (2) on two adjacent guard plates (1), and a mounting plate ( 21), the two ends of the connecting rod (3) are provided with connecting parts, and the connecting parts are hinged to the mounting plate (21). 2.根据权利要求1所述的一种深基坑的支撑体系,其特征是,所述安装板(21)包括上安装板(211)和下安装板(212),所述上安装板(211)和下安装板(212)上且沿同一竖直轴线开设有安装孔(213),所述安装孔(213)内穿设有铰接轴(4),所述连接部包括连接板(31),且所述连接板(31)位于上安装板(211)与下安装板(212)之间,所述连接板(31)上开设有连接孔(311),所述铰接轴(4)穿过安装孔(213)与连接孔(311)以使连接板(31)与安装板(21)铰接,所述铰接轴(4)顶部固设有防止铰接轴(4)滑落的限位台(41)。2. The support system of a kind of deep foundation pit according to claim 1, is characterized in that, described mounting plate (21) comprises upper mounting plate (211) and lower mounting plate (212), and described upper mounting plate ( 211) and the lower mounting plate (212) and along the same vertical axis are provided with a mounting hole (213), the hinge shaft (4) is pierced in the mounting hole (213), and the connecting part includes a connecting plate (31 ), and the connecting plate (31) is located between the upper mounting plate (211) and the lower mounting plate (212), the connecting plate (31) is provided with a connecting hole (311), and the hinge shaft (4) Pass through the mounting hole (213) and the connecting hole (311) so that the connecting plate (31) and the mounting plate (21) are hinged, and the top of the hinged shaft (4) is fixed with a limiter to prevent the hinged shaft (4) from slipping (41). 3.根据权利要求2所述的一种深基坑的支撑体系,其特征是,所述铰接轴(4)远离限位台(41)的一端螺纹连接有紧固环(42),所述紧固环(42)与下安装板(212)抵接。3. The supporting system of a deep foundation pit according to claim 2, characterized in that, one end of the hinged shaft (4) away from the stopper (41) is threadedly connected with a fastening ring (42), the The fastening ring (42) abuts against the lower mounting plate (212). 4.根据权利要求3所述的一种深基坑的支撑体系,其特征是,所述上安装板(211)与下安装板(212)靠近横杆(2)的一端固定连接有固定板(22),所述固定板(22)与横杆(2)侧壁贴合,所述固定板(22)上开设有通孔(221),所述通孔(221)内转动设置有固定螺栓(2211),所述横杆(2)侧壁开设有螺纹孔(23),所述固定螺栓(2211)与螺纹孔(23)螺纹连接以使固定板(22)固定于横杆(2)上。4. The support system of a deep foundation pit according to claim 3, characterized in that, the upper mounting plate (211) and the lower mounting plate (212) are fixedly connected with a fixed plate near one end of the cross bar (2) (22), the fixed plate (22) is attached to the side wall of the cross bar (2), the fixed plate (22) is provided with a through hole (221), and the fixed plate (221) is rotated inside the through hole (221). Bolt (2211), the side wall of the cross bar (2) is provided with a threaded hole (23), and the fixing bolt (2211) is threadedly connected with the threaded hole (23) so that the fixing plate (22) is fixed on the cross bar (2 )superior. 5.根据权利要求4所述的一种深基坑的支撑体系,其特征是,所述连接杆(3)与两横杆(2)构成三角形加强结构(5),所述横杆(2)上固定设置有向三角形加强结构(5)方向抵压固定板(22)的挡板(24)。5. A support system for a deep foundation pit according to claim 4, characterized in that, said connecting rod (3) and two cross bars (2) form a triangular reinforcement structure (5), and said cross bar (2) ) is fixedly provided with a baffle plate (24) that presses against the fixed plate (22) in the direction of the triangular reinforcement structure (5). 6.根据权利要求5所述的一种深基坑的支撑体系,其特征是,所述挡板(24)与横杆(2)间固定连接有加强肋板(241)。6. A support system for a deep foundation pit according to claim 5, characterized in that, a reinforcing rib (241) is fixedly connected between the baffle plate (24) and the cross bar (2). 7.根据权利要求1所述的一种深基坑的支撑体系,其特征是,所述护板(1)多次弯折形成若干凹槽(11)和凸台(12)。7. A support system for a deep foundation pit according to claim 1, characterized in that the guard plate (1) is bent multiple times to form several grooves (11) and bosses (12). 8.根据权利要求1所述的一种深基坑的支撑体系,其特征是,所述横杆(2)沿护板(1)高度方向平行设置多个。8. A support system for a deep foundation pit according to claim 1, characterized in that a plurality of cross bars (2) are arranged in parallel along the height direction of the guard plate (1).
CN201820785483.4U 2018-05-24 2018-05-24 A kind of support system of deep basal pit Expired - Fee Related CN208219670U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112281867A (en) * 2020-10-21 2021-01-29 福建江夏学院 A kind of support and construction method for deep foundation pit based on remote force stability monitoring

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112281867A (en) * 2020-10-21 2021-01-29 福建江夏学院 A kind of support and construction method for deep foundation pit based on remote force stability monitoring
CN112281867B (en) * 2020-10-21 2021-11-16 福建江夏学院 A construction method for deep foundation pit supports based on remote force stability monitoring

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