CN210799013U - A constant pressure self-moving temporary support hydraulic support for excavation - Google Patents

A constant pressure self-moving temporary support hydraulic support for excavation Download PDF

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CN210799013U
CN210799013U CN201920958021.2U CN201920958021U CN210799013U CN 210799013 U CN210799013 U CN 210799013U CN 201920958021 U CN201920958021 U CN 201920958021U CN 210799013 U CN210799013 U CN 210799013U
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support
hydraulic
supporting
roof
constant pressure
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李东印
郑立军
张华峰
张长合
郑爽
李国言
杨永利
付玉军
孔二喜
夏流云
孙伟
胡广林
张文辉
刘文超
张铮
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Guhanshan Mine Henan Jiaozuo Coal Energy Co ltd
Jiaozuo Shenhua Heavy Machinery Manufacturing Co ltd
Henan University of Technology
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Guhanshan Mine Henan Jiaozuo Coal Energy Co ltd
Jiaozuo Shenhua Heavy Machinery Manufacturing Co ltd
Henan University of Technology
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Abstract

The utility model relates to a tunnelling is with constant voltage from moving formula temporary support hydraulic support comprises support inner beam, support outer beam, outer back timber, interior back timber, beam assembly, hinge structure, hydraulic column, support floorbar, advancing jack. The utility model is nested by two groups of supporting structures and is connected with the hydraulic upright post through a hinge structure; the pushing jack is connected with the top beam through a hinge structure. The temporary support can automatically move the support and the lifting frame under constant pressure in the cutting process of the heading machine, the interference of heading and supporting is solved, the problems of support inclination, support pressing, bottom drilling and the like are solved, the simultaneous operation of cutting and permanent supporting of the heading machine is realized, the structure is simple, and the safety and reliability are high.

Description

一种掘进用恒压自移式临时支护液压支架A constant pressure self-moving temporary support hydraulic support for excavation

技术领域technical field

本发明涉及巷道支护技术领域,具体为一种掘进用恒压自移式临时支护液压支架。The invention relates to the technical field of roadway support, in particular to a constant pressure self-moving temporary support hydraulic support for excavation.

背景技术Background technique

巷道掘进施工具体细分为掘进部分与支护部分。目前煤矿掘进多采用的临时支护设备大致可分为棚式临时支护、掘进机载前探式临时支护以及掘锚机组临时支护装置,而永久支护主要有锚杆支护与锚索支护。巷道掘进过程中,掘进工艺与支护工艺具有一定的互斥性,锚杆与锚索进行支护作业时,其支护时间很难与实际掘进速度完美匹配;所用的临时支护支架组结构较大,不仅会对掘进机的顺利调动产生影响,而且也会使设备实际维护量大幅增加;临时支护强度通常较低,临时支护向前移动时,无法对巷道顶板连续稳压支护,存在一定的安全隐患。The tunnel excavation construction is subdivided into the excavation part and the support part. At present, the temporary support equipment mostly used in coal mine excavation can be roughly divided into shed-type temporary support, machine-borne forward-exploration temporary support and bolt-cutting unit temporary support device, while the permanent support mainly includes bolt support and anchor bolt support. Cable support. In the process of roadway excavation, the excavation process and the supporting process are mutually exclusive. When the anchor rod and the anchor cable perform the supporting operation, it is difficult to perfectly match the supporting time with the actual excavation speed; the structure of the temporary support bracket used Larger, it will not only affect the smooth movement of the roadheader, but also greatly increase the actual maintenance of the equipment; the strength of the temporary support is usually low, and when the temporary support moves forward, it is impossible to continuously stabilize the roadway roof. , there are certain security risks.

发明内容SUMMARY OF THE INVENTION

目的是为了解决巷道施工中掘进和支护的干扰问题,提高安全保障和掘进速度。The purpose is to solve the interference problem of excavation and support in roadway construction, and to improve safety and excavation speed.

希望借助本发明的临时支护设备实现整个掘进过程中新掘出的空间及未永久支护的范围内巷道顶板始终处于临时支护状态,使掘进机操作人员和永久支护施工人员在可靠的临时支护体下作业。通过恒压状态下自动移架、升降架,解决掘进和支护的相互干扰问题。本发明结构简单,操作方便,移架效率高、稳定性强、安全性高。It is hoped that with the temporary support equipment of the present invention, the newly excavated space during the entire excavation process and the roadway roof in the range that is not permanently supported are always in a temporary support state, so that the roadheader operator and the permanent support construction personnel can be reliably supported. Work under temporary support. The problem of mutual interference between excavation and support is solved by automatically shifting and lifting the frame under constant pressure. The invention has the advantages of simple structure, convenient operation, high rack shifting efficiency, strong stability and high safety.

本发明为解决所述问题采用的技术方案是:The technical scheme adopted by the present invention to solve the problem is:

一种掘进用恒压自移式临时支护液压支架,包括两组前探式支撑结构,每组支撑结构分别由1组顶梁和2个支撑梁通过横梁组件焊接成整体,两组支撑结构嵌套布置,其中支撑梁内外布置,顶梁交替布置。每组支撑结构通过铰接结构连接液压立柱,形成前探式支承结构,所述支柱顶部为球面结构,支撑横梁下部设置成与支柱顶部相配合的凹面结构。A constant-pressure self-moving temporary support hydraulic support for excavation, comprising two sets of forward-probing support structures, each set of support structures is respectively composed of a set of top beams and two support beams through cross beam components welded into a whole, two sets of support structures Nested arrangement, in which the support beams are arranged inside and outside, and the top beams are arranged alternately. Each set of support structures is connected to the hydraulic column through a hinged structure to form a forward-probing support structure.

进一步,在液压立柱底部设置两组底梁,采用铰接结构连接。Further, two sets of bottom beams are arranged at the bottom of the hydraulic column, which are connected by a hinged structure.

进一步,在两组支撑结构顶梁中间设置2组推移千斤顶,采用铰接结构连接,移架时一组推一组拉,使得移架更加平稳。Further, two sets of push jacks are arranged in the middle of the two sets of support structure top beams, which are connected by a hinged structure.

进一步,所述临时支护液压支架设置有两组共七个顶梁接触顶板,增大与顶板接触面积,防止压架,提高支架整体稳定性;液压立柱后置,形成前探式结构,增加了作业空间;顶梁布置间隔,利于进行永久支护。Further, the temporary support hydraulic support is provided with two sets of seven top beams contacting the top plate, which increases the contact area with the top plate, prevents the frame from being pressed, and improves the overall stability of the support; The working space is reduced; the roof beam is arranged at intervals, which is conducive to permanent support.

进一步,所述两组支撑结构交替升降、移架,相互嵌套布置,移架过程互为导向作用,防止支架倾斜。Further, the two groups of support structures alternately lift and move the racks, and are arranged in a nested manner with each other, and the rack-moving process acts as a guide for each other, preventing the support from tilting.

进一步,所述支架采用恒压自移方式,两组支撑结构交替移架、升降,整个移架过程巷道顶板支架始终处于恒压状态,使得新掘空间永远处于临时支护状态,实现人员在可靠支护体下作业,提高了可靠性;同时恒压移架避免了支架反复支撑对顶板围岩的破坏。Further, the support adopts a constant pressure self-moving method, and the two sets of support structures alternately move and lift. The operation under the support body improves the reliability; at the same time, the constant pressure shifting frame avoids the damage to the roof surrounding rock caused by the repeated support of the support body.

本发明与现有技术相比所具有的有益效果是:在技术方面上,本发明与顶板接触面积大,极大地降低围岩的变形压力,能够防止压架,提高支架整体稳定性;内外支撑梁互为导向作用,增强移架过程中稳定性,防止支架移动过程中偏斜和支架倾斜,增强支架适应性;整个移架过程巷道顶板支架始终处于恒压状态,不需进行反复拆卸、搬运,劳动强度低,同时避免支架频繁卸压增压导致顶板围岩破碎,提高了安全系数;解决了掘进和支护相互干扰问题,实现掘进机截割与永久支护同时作业,掘进速度快,效率高。Compared with the prior art, the present invention has the following beneficial effects: in terms of technology, the present invention has a large contact area with the roof, greatly reduces the deformation pressure of the surrounding rock, prevents the frame from being pressed, and improves the overall stability of the frame; The beams act as guides for each other, which enhances the stability during the frame shifting process, prevents deflection and tilting of the frame during the movement of the frame, and enhances the adaptability of the frame. , the labor intensity is low, and at the same time, the roof and surrounding rock are prevented from being broken due to frequent pressure relief and pressurization of the support, and the safety factor is improved; efficient.

附图说明Description of drawings

图1本发明工作时掘进工作面布置示意图Fig. 1 Schematic diagram of the arrangement of the excavation face when the present invention works

图2本发明结构正视图Figure 2 is a front view of the structure of the present invention

图3本发明结构俯视图Figure 3 is a top view of the structure of the present invention

图4本发明结构侧视图Figure 4 side view of the structure of the present invention

图5本发明外顶梁结构正视图Figure 5 is a front view of the structure of the outer roof beam of the present invention

图6本发明外顶梁结构俯视图FIG. 6 is a top view of the structure of the outer roof beam of the present invention

图7本发明外顶梁结构侧视图Figure 7 side view of the structure of the outer roof beam of the present invention

图8本发明内顶梁结构正视图Figure 8 is a front view of the inner roof beam structure of the present invention

图9本发明内顶梁结构俯视图FIG. 9 is a top view of the inner roof beam structure of the present invention

图10本发明内顶梁结构侧视图Figure 10 is a side view of the inner roof beam structure of the present invention

图11A、B、C、D、E、F液压立柱支撑G、H、I、J液压立柱移架正视图Figure 11A, B, C, D, E, F hydraulic column support G, H, I, J front view of hydraulic column transfer frame

图12A、B、C、D、E、F液压立柱支撑G、H、I、J液压立柱移架俯视图Figure 12A, B, C, D, E, F hydraulic column support G, H, I, J top view of hydraulic column transfer frame

图13G、H、I、J液压立柱支撑A、B、C、D、E、F液压立柱移架正视图Figure 13 G, H, I, J hydraulic column support A, B, C, D, E, F front view of hydraulic column transfer frame

图14G、H、I、J液压立柱支撑A、B、C、D、E、F液压立柱移架俯视图Figure 14G, H, I, J hydraulic column support A, B, C, D, E, F top view of hydraulic column transfer frame

其中,支撑内梁1、支撑外梁2、外顶梁3、内顶梁4、横梁组件5、铰接结构a 6、液压立柱7、支架底座8、推移千斤顶9、铰接结构b 10Among them, support inner beam 1, support outer beam 2, outer top beam 3, inner top beam 4, cross beam assembly 5, hinge structure a 6, hydraulic column 7, support base 8, push jack 9, hinge structure b 10

具体实施方式Detailed ways

本发明提供一种技术方案:一种掘进用恒压自移式临时支护液压支架,由支撑内梁1、支撑外梁2、外顶梁3、内顶梁4、横梁组件5、铰接结构a 6、液压立柱7、支架底梁8、推移千斤顶9、铰接结构b 10组成组成;The present invention provides a technical solution: a constant pressure self-moving temporary support hydraulic support for excavation, comprising a supporting inner beam 1, a supporting outer beam 2, an outer top beam 3, an inner top beam 4, a cross beam assembly 5, a hinged structure a 6. Hydraulic column 7, support bottom beam 8, push jack 9, hinged structure b 10 is composed;

所述临时支护液压支架设置两组支撑结构,通过横梁组件5将外顶梁3以及两个支撑外梁2焊接成一组整体支撑结构,通过横梁组件5将内顶梁4以及两个支撑内梁1焊接成一组整体支撑结构;所述横梁组件5设置在外顶梁3、内顶梁4两端下方,分别与支撑外梁2、支撑内梁1焊接为整体;所述由内顶梁4焊接成的支撑结构设置在由支撑外梁2、横梁组件5、外顶梁4焊接成的支撑结构之间,外顶梁3与内顶梁4之间存在一定间距,内顶梁4可以在支撑结构中间推移、升降;所述支撑内梁1、支撑外梁2后部下方设置A、B、C、D、E、 F、G、H、I、J十根液压立柱7,其中A、B、C、D、E、F液压立柱7通过铰接结构a 6与支撑外梁2铰接,G、H、I、J液压立柱7通过铰接结构a 6与支撑内梁1铰接;所述液压立柱7底部通过铰接结构a 6与支架底梁8连接;所述推移千斤顶9设置在外顶梁3、内顶梁4 后部顶梁下方两侧,通过铰接结构b10分别与外顶梁3、内顶梁4连接;所述铰接结构b 10 设置在外顶梁3和内顶梁4后部顶梁下方两侧。The temporary support hydraulic support is provided with two sets of supporting structures, the outer top beam 3 and the two supporting outer beams 2 are welded into a set of integral support structures through the beam assembly 5, and the inner top beam 4 and the two supporting inner beams are welded by the beam assembly 5. The beam 1 is welded into a group of integral support structures; the cross beam assembly 5 is arranged under the two ends of the outer roof beam 3 and the inner roof beam 4, and is welded with the supporting outer beam 2 and the supporting inner beam 1 as a whole; the inner roof beam 4 is welded as a whole; The welded support structure is arranged between the support structures welded by the supporting outer beam 2, the cross beam assembly 5, and the outer roof beam 4. There is a certain distance between the outer roof beam 3 and the inner roof beam 4, and the inner roof beam 4 can be The middle of the support structure is moved and lifted; ten hydraulic uprights 7 of A, B, C, D, E, F, G, H, I and J are arranged below the rear of the inner support beam 1 and the outer support beam 2, wherein A, B, C, D, E, F hydraulic columns 7 are hinged with the support outer beam 2 through the hinge structure a 6, G, H, I, J hydraulic columns 7 are hinged with the support inner beam 1 through the hinge structure a 6; the hydraulic column 7. The bottom is connected with the support bottom beam 8 through the hinge structure a 6; the push jack 9 is arranged on both sides of the outer top beam 3 and the rear top beam of the inner top beam 4, and is respectively connected with the outer top beam 3 and the inner top beam by the hinge structure b10. The beams 4 are connected; the hinge structures b 10 are arranged on both sides of the outer roof beam 3 and the rear roof beam of the inner roof beam 4 .

所述该组临时支护液压支架设置有共七个顶梁支撑接触顶板,增大与顶板接触面积,防止压架,提高组合架整体稳定性,同时前探式结构增大了作业空间,顶梁间隔空间利于进行永久支护。The group of temporary supporting hydraulic supports is provided with a total of seven top beams supporting the contact top plate, which increases the contact area with the top plate, prevents the frame from being pressed, and improves the overall stability of the combined frame. The space between beams facilitates permanent support.

本发明的工作原理如图1-图14所示:为了减少掘进和支护工序的相互干扰,使掘进机操作人员和永久支护施工人员在可靠的临时支护体下作业,如图1所示,本发明安装在巷道掘进工作面,本发明属于七个顶梁共同支撑巷道顶板接触面积较大的组合液压支架,通过液压操作按钮控制同步移动组合液压支架实现支架恒压自移;支架及其和组成部分如图2-图10 所示;当掘进工作面向前掘进过程中,临时液压支架需要移动时,A、B、C、D、E、F液压立柱7同步卸压收缩,外顶梁3离开巷道顶板降架,内顶梁4与G、H、I、J液压立柱7恒压支撑顶板,外顶梁3降在支撑内梁1上,推移千斤顶9“一拉一推”使外顶梁3、A、B、 C、D、E、F液压立柱7和支架底梁8同步向前移架,移动一定位置后A、B、C、D、E、F 液压立柱7同步增压伸长,外顶梁3接触支撑巷道顶板;外顶梁3、A、B、C、D、E、F液压立柱7和和支架底梁8稳定后,G、H、I、J液压立柱7同步卸压收缩,内顶梁4离开巷道顶板降架,外顶梁3与A、B、C、D、E、F液压立柱7恒压支撑顶板,内顶梁4降在支撑外梁上,推移千斤顶9“一推一拉”使内顶梁4与G、H、I、J液压立柱7同步向前移架,移动一定位置后G、H、I、J液压立柱7同步增压伸长,内顶梁4接触支撑巷道顶板,完成一次移架过程,具体如图10-图14所示。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。The working principle of the present invention is shown in Figures 1 to 14: in order to reduce the mutual interference between the excavation and support processes, the roadheader operator and the permanent support construction personnel work under a reliable temporary support body, as shown in Figure 1 It is shown that the present invention is installed on the roadway excavation working face, and the present invention belongs to a combined hydraulic support with a large contact area of the roadway roof jointly supported by seven roof beams. The hydraulic operation button is used to control the synchronous movement of the combined hydraulic support to realize the constant pressure and self-movement of the support; the support and It and its components are shown in Figure 2-Figure 10; when the temporary hydraulic support needs to be moved during the forward excavation of the excavation face, the hydraulic columns 7 of A, B, C, D, E and F are simultaneously decompressed and contracted, and the outer top The beam 3 leaves the roadway roof and lowers the frame, the inner roof beam 4 and G, H, I, J hydraulic columns 7 support the roof under constant pressure, the outer roof beam 3 is lowered on the support inner beam 1, and the jack 9 is pushed to make it "pull and push". The outer top beam 3, A, B, C, D, E, F hydraulic column 7 and the support bottom beam 8 move forward synchronously. After moving a certain position, the A, B, C, D, E, F hydraulic column 7 increases synchronously. Press and stretch, the outer roof beam 3 contacts the roof of the supporting roadway; after the outer roof beam 3, A, B, C, D, E, F hydraulic columns 7 and the support bottom beam 8 are stabilized, G, H, I, J hydraulic columns 7 Simultaneously unloading and shrinking, the inner roof beam 4 leaves the roadway roof and lowers the frame, the outer roof beam 3 and A, B, C, D, E, F hydraulic columns 7 support the roof under constant pressure, and the inner roof beam 4 descends on the supporting outer beam , Push the jack 9 "one push and one pull" to make the inner top beam 4 and G, H, I, J hydraulic columns 7 move forward synchronously, and after moving a certain position, G, H, I, J hydraulic columns 7 synchronously pressurize and extend long, the inner roof beam 4 contacts and supports the roof of the roadway to complete a frame shifting process, as shown in Figure 10-Figure 14. 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 (5)

1.一种掘进用恒压自移式临时支护液压支架,其特征在于由支撑内梁(1)、支撑外梁(2)、外顶梁(3)、内顶梁(4)、横梁组件(5)、铰接结构a(6)、液压立柱(7)、支架底梁(8)、推移千斤顶(9)、铰接结构b(10)组成;所述临时支护液压支架设置两组支撑结构,一组通过横梁组件(5)将外顶梁(3)以及两个支撑外梁(2)焊接成整体支撑结构,另一组通过横梁组件(5)将内顶梁(4)以及两个支撑内梁(1)焊接成整体支撑结构;所述横梁组件(5)设置在外顶梁(3)、内顶梁(4)两端下方,分别与支撑外梁(2)、支撑内梁(1)焊接为整体;所述通过横梁组件(5)将内顶梁(4)以及支撑内梁(1)焊接成的整体支撑结构设置在由支撑外梁(2)、横梁组件(5)、外顶梁(3)焊接成的支撑结构之间,外顶梁(3)与内顶梁(4)之间存在一定间距,内顶梁(4)可以在支撑结构中间推移、升降;所述支撑内梁(1)、支撑外梁(2)后部下方设置A、B、C、D、E、F、G、H、I、J十根液压立柱(7),其中A、B、C、D、E、F液压立柱(7)通过铰接结构a(6)与支撑外梁(2)铰接,G、H、I、J液压立柱(7)通过铰接结构a(6)与支撑内梁(1)铰接;所述液压立柱(7)底部通过铰接结构a(6)与支架底梁(8)连接;所述推移千斤顶(9)设置在外顶梁(3)、内顶梁(4)后部顶梁下方两侧,通过铰接结构b(10)分别与外顶梁(3)、内顶梁(4)连接;所述铰接结构b(10)设置在外顶梁(3)和内顶梁(4)后部顶梁下方两侧。1. A constant pressure self-moving temporary supporting hydraulic support for excavation, characterized in that it is composed of a supporting inner beam (1), a supporting outer beam (2), an outer top beam (3), an inner top beam (4), a cross beam The component (5), the hinged structure a (6), the hydraulic column (7), the support bottom beam (8), the push jack (9), and the hinged structure b (10) are composed; the temporary support hydraulic support is provided with two sets of supports Structure, one group is welded with the outer top beam (3) and the two supporting outer beams (2) through the beam assembly (5) to form an integral support structure, and the other group is welded with the inner top beam (4) and the two supporting beams (2) through the beam assembly (5). The supporting inner beams (1) are welded to form an integral support structure; the cross beam assembly (5) is arranged below both ends of the outer roof beam (3) and the inner roof beam (4), and is respectively connected with the supporting outer beam (2) and the supporting inner beam (1) Welding as a whole; the integral support structure formed by welding the inner top beam (4) and the supporting inner beam (1) through the beam assembly (5) is arranged on the supporting outer beam (2), the beam assembly (5) . Between the support structures welded by the outer roof beam (3), there is a certain distance between the outer roof beam (3) and the inner roof beam (4), and the inner roof beam (4) can be moved and lifted in the middle of the support structure; Ten hydraulic uprights (7) of A, B, C, D, E, F, G, H, I, J are arranged below the rear of the inner support beam (1) and the outer support beam (2), wherein A, B, C, D, E, F hydraulic columns (7) are hinged to the outer support beam (2) through the hinge structure a (6), and G, H, I, J hydraulic columns (7) are connected to the support inner beam (7) through the hinge structure a (6). The beam (1) is hinged; the bottom of the hydraulic column (7) is connected with the support bottom beam (8) through the hinge structure a (6); the push jack (9) is arranged on the outer top beam (3), the inner top beam (4) ) The lower sides of the rear roof beam are respectively connected with the outer roof beam (3) and the inner roof beam (4) through the hinge structure b (10); the hinge structure b (10) is arranged on the outer roof beam (3) and the inner roof beam (4). Two sides below the rear roof beam of the roof beam (4). 2.如权利要求1中所述的一种掘进用恒压自移式临时支护液压支架,其特征在于:设置有两组共七个横梁接触顶板,增大与顶板接触面积,防止压架,提高支架整体稳定性;液压立柱后置,形成前探式结构,增加了作业空间;顶梁布置间隔,利于进行永久支护。2. A kind of constant pressure self-moving temporary support hydraulic support for excavation as claimed in claim 1, characterized in that: there are two groups of seven beams contacting the top plate, increasing the contact area with the top plate, preventing the pressure frame , improve the overall stability of the support; the hydraulic column is placed behind to form a forward-looking structure, which increases the working space; the top beam is arranged at intervals, which is conducive to permanent support. 3.如权利要求1中所述的一种掘进用恒压自移式临时支护液压支架,其特征在于:所述两组支撑结构交替升降、移架,相互嵌套布置,移架过程互为导向作用,防止支架倾斜。3. A kind of constant pressure self-moving temporary support hydraulic support for excavation as claimed in claim 1, characterized in that: the two groups of support structures alternately lift and move the frame, and are arranged nested in each other, and the frame-moving process is mutual. For guidance, prevent the bracket from tilting. 4.如权利要求1中所述的一种掘进用恒压自移式临时支护液压支架,其特征在于:采用恒压自移方式,两组支撑结构交替移架、升降,整个移架过程巷道顶板支架始终处于恒压状态,劳动强度低,同时避免支架频繁卸压增压导致顶板围岩破碎,提高了可靠性。4. A kind of constant pressure self-moving temporary support hydraulic support for excavation as claimed in claim 1, it is characterized in that: adopting constant pressure self-moving mode, two groups of support structures alternately move and lift, and the whole moving process The roadway roof support is always in a constant pressure state, and the labor intensity is low. At the same time, it avoids the frequent pressure relief and pressurization of the support to cause the roof surrounding rock to be broken, and improves the reliability. 5.如权利要求1中所述的一种掘进用恒压自移式临时支护液压支架,其特征在于:设置两组推移千斤顶,移架时一组推一组拉,使得支架移动更加平稳。5. A kind of constant pressure self-moving temporary support hydraulic support for excavation as claimed in claim 1, characterized in that: two sets of push jacks are provided, and one set pushes and one set pulls when the frame is moved, so that the support moves more smoothly .
CN201920958021.2U 2019-06-24 2019-06-24 A constant pressure self-moving temporary support hydraulic support for excavation Expired - Fee Related CN210799013U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112127928A (en) * 2019-06-24 2020-12-25 河南理工大学 A constant pressure self-moving temporary support hydraulic support for excavation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112127928A (en) * 2019-06-24 2020-12-25 河南理工大学 A constant pressure self-moving temporary support hydraulic support for excavation

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