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 PDFInfo
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- 238000009412 basement excavation Methods 0.000 title claims description 24
- 238000000034 method Methods 0.000 claims description 12
- 239000011435 rock Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims 2
- 238000005520 cutting process Methods 0.000 abstract description 3
- 238000005553 drilling Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
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- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
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Abstract
Description
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,
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
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
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
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