CN205047238U - Truss and U shaped steel complex roadway support structure - Google Patents

Truss and U shaped steel complex roadway support structure Download PDF

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Publication number
CN205047238U
CN205047238U CN201520636758.4U CN201520636758U CN205047238U CN 205047238 U CN205047238 U CN 205047238U CN 201520636758 U CN201520636758 U CN 201520636758U CN 205047238 U CN205047238 U CN 205047238U
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shaped steel
truss
utility
support structure
model
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CN201520636758.4U
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鲁忠良
杨玉琴
张玉
卢惠召
李晓飞
王洪丽
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Henan University of Technology
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Henan University of Technology
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Abstract

The utility model relates to a truss and U shaped steel complex roadway support structure, can effectively solving U shaped steel support, to strut the effect alone poor, has the problem of potential safety hazard, the utility model discloses a U shaped steel, cassette, articulated joint, link bolt, chord member, web member are constituteed, and the articulated joint and the U shaped steel on web member upper portion pass through the cassette and links to each other, and the articulated joint of web member lower part is passed through the cassette and is linked to each other with the chord member, the utility model discloses convenient to use, easy installation, wireless connection is good, it is little to occupy the tunnel space, the fungible with practice thrift other unnecessary materials, for in the pit safe, production brings a great deal of convenience, and make strut stable and effective.

Description

桁架与U型钢配合的巷道支护结构Roadway support structure with truss and U-shaped steel

技术领域technical field

本实用新型涉及一种桁架与U型钢配合的巷道支护结构,属于巷道支护领域。The utility model relates to a roadway support structure in which trusses and U-shaped steels cooperate, and belongs to the field of roadway support.

背景技术Background technique

在矿井开采过程中,采用U型钢支架的巷道多数为半圆拱或三心拱,拱半径2~3m,U型钢支架半径在支护过程中因为在地质构造或采动作用的影响下,U型钢支架受到巷道周围岩层对其突然增大、集中的矿山压力的作用,这种情况下会导致支架被压垮,巷道发生变形,甚至造成人身伤亡事故。其次,目前许多煤矿采用单体液压支柱来作为加强支护,但单体液压支柱配合U型钢支护占据巷道下部空间较大,影响巷道的正常使用。此外,上述提到加强支护的方法效果并不是很理想,因此急需一种成本低、效果好的新型加强支护结构。In the process of mine mining, most of the roadways using U-shaped steel supports are semi-circular arches or three-core arches, with an arch radius of 2 to 3m. The radius of the U-shaped steel support is affected by the geological structure or mining action during the support process. The support is affected by the sudden increase and concentrated mine pressure of the surrounding rock formations in the roadway. In this case, the support will be crushed, the roadway will be deformed, and even personal casualties will be caused. Secondly, many coal mines currently use a single hydraulic prop as a reinforced support, but the single hydraulic prop combined with U-shaped steel support occupies a large space in the lower part of the roadway, which affects the normal use of the roadway. In addition, the effect of the above-mentioned method of strengthening the support is not very satisfactory, so a new type of reinforced support structure with low cost and good effect is urgently needed.

发明内容Contents of the invention

针对上述出现的问题,本实用新型的目的是提供一种结构简单,支护效果好并且节省巷道底部空间的新型支护结构。In view of the above-mentioned problems, the purpose of this utility model is to provide a new type of support structure with simple structure, good support effect and saving the space at the bottom of the roadway.

为实现上述目的,采用桁架与U型钢配合的支护结构,在国外称拱形桁架为轻型格子架,轻型格子架由粗细不等的钢筋或螺纹钢焊接而成,属于轻型拱形桁架支护系列。在煤矿井下使用桁架结构支护具有较好的力学性能,且重量轻、成本低。In order to achieve the above purpose, the support structure of truss and U-shaped steel is adopted. In foreign countries, the arch truss is called light lattice frame. series. The use of truss structure support in coal mines has better mechanical properties, and is light in weight and low in cost.

桁架结构和U型钢拱形结构是众多结构体系中的两种。从力学的角看,它门都可将外荷载产生的弯矩转化为构件的轴向拉压力,从而提高结构的效率。Truss structures and U-shaped steel arch structures are two of the many structural systems. From a mechanical point of view, all of them can convert the bending moment generated by the external load into the axial tension and pressure of the member, thereby improving the efficiency of the structure.

拱和桁架就是在这一原理下产生的两种典型结构。拱以其独特的曲线形式实现了弯矩向轴力的转化,而桁架则通过格构的方式将弯矩转化为弦杆的轴力。桁架与U型钢拱形结构相结合可作为一种合理有效的结构体系。所以,将拱和桁架有机结合,便形成了一种受力更为合理的新型结构形式。Arch and truss are two typical structures produced under this principle. The arch realizes the conversion of the bending moment to the axial force with its unique curved form, while the truss converts the bending moment into the axial force of the chord through the lattice. The combination of truss and U-shaped steel arch structure can be used as a reasonable and effective structural system. Therefore, the organic combination of arches and trusses forms a new structural form with more reasonable stress.

本实用新型采用的技术方案是:一种桁架与U型钢配合的巷道支护结构,其特征在于它由U型钢、卡座、铰接头、铰接螺栓、弦杆、腹杆组成,腹杆上部的铰接头与U型钢通过卡座相连,腹杆下部的铰接头通过卡座与弦杆相连。腹杆与U型钢和弦杆连接的卡座由截面呈弧形的板体、掩片、螺栓和螺母组成。U型钢卡在掩片和板体之间的弧形截面槽内,通过螺栓和螺母将掩片和板体固定,板体下部由两个圆形孔,用于腹杆和卡座铰接。腹杆两端有铰接头,铰接头和卡座通过铰接螺栓连接。在支架受力较大时,U型钢腿柱无法支撑时,采用单体液压支柱(12)通过铰接头与最下方的卡座相连,辅助腿柱进行支撑。The technical solution adopted by the utility model is: a roadway support structure with truss and U-shaped steel, which is characterized in that it is composed of U-shaped steel, brackets, hinged joints, hinged bolts, chords, and webs. The hinged joint is connected with the U-shaped steel through the clamp, and the hinged joint at the lower part of the web is connected with the chord through the clamp. The deck connecting the web bar with the U-shaped steel and the chord bar is composed of a plate body with an arc-shaped section, a mask, bolts and nuts. The U-shaped steel is clamped in the arc-shaped cross-section groove between the mask and the plate body, and the mask and the plate body are fixed by bolts and nuts. The lower part of the plate body has two circular holes for the hinge connection of the web bar and the card seat. There are hinged joints at both ends of the web bar, and the hinged joints and the deck are connected by hinged bolts. When the support was stressed and the U-shaped steel leg column could not support it, the single hydraulic prop (12) was connected to the lowermost deck through the hinged joint, and the auxiliary leg column was supported.

本实用新型使用方便,易安装,连接效果好,占用巷道空间小,可替代和节约其他不必要的材料,为井下的安全、生产带来诸多方便,且使支护稳定和有效。The utility model is easy to use, easy to install, has good connection effect, occupies less space in the roadway, can replace and save other unnecessary materials, brings many conveniences to underground safety and production, and makes the support stable and effective.

附图说明Description of drawings

图1为该实用新型的结构示意简图;Fig. 1 is the schematic structural diagram of this utility model;

图2为卡座结构正视图;Figure 2 is a front view of the deck structure;

图3位卡座结构侧视图;Fig. 3 side view of the deck structure;

图4为腹杆结构示意图;Fig. 4 is a schematic diagram of the web structure;

图5为结构的受力分析图;Figure 5 is a force analysis diagram of the structure;

图6为单体液压支柱辅助支撑时的示意简图。Fig. 6 is a schematic diagram of a single hydraulic prop for auxiliary support.

具体实施方式detailed description

以下结合附图对本实用新型的具体实施方式作详细说明。Below in conjunction with accompanying drawing, the specific embodiment of the present utility model is described in detail.

如图1所示,本实用新型包括U型钢、卡座、铰接头、铰接螺栓、弦杆、腹杆组成,腹杆上部的铰接头与U型钢通过卡座相连,腹杆下部的铰接头通过卡座与弦杆相连。在进行支护安装时,先将卡座固定在U型钢上然后将弦杆与卡座相连,接下来将腹杆连接好即可对巷道进行支护。As shown in Figure 1, the utility model consists of U-shaped steel, clamps, hinged joints, hinged bolts, chords, and webs. The deck is connected with the chord. When performing support installation, first fix the deck on the U-shaped steel, then connect the chord to the deck, and then connect the web bars to support the roadway.

如图2和图3所示,腹杆与U型钢和弦杆连接的卡座由截面呈弧形的板体、掩片、螺栓和螺母组成。U型钢卡在掩片和板体之间的弧形截面槽内,通过螺栓和螺母将掩片和板体固定,板体下部由两个圆形孔,用于腹杆和卡座铰接。As shown in Fig. 2 and Fig. 3, the clamping seat connecting the web bar with the U-shaped steel and the chord bar is composed of a plate body with an arc-shaped section, a mask, bolts and nuts. The U-shaped steel is clamped in the arc-shaped cross-section groove between the mask and the plate body, and the mask and the plate body are fixed by bolts and nuts. The lower part of the plate body has two circular holes for the hinge connection of the web bar and the card seat.

如图4所示,腹杆两端有铰接头,铰接头和卡座通过铰接螺栓连接。As shown in Figure 4, there are hinged joints at both ends of the web bar, and the hinged joints and the deck are connected by hinged bolts.

如图5和图6所示,在顶部U型钢受力时,U型钢可承受一部分力,除此之外,另一部分力通过铰接结构经腹杆传递给弦杆,传递到弦杆上的力顺着弦杆传递给最下端的卡座,卡座将水平作用力作用于巷道壁,将垂直作用力作用于U型钢腿柱。当卡座受力较大时,若超过腿柱的受力极限,则可通过单体液压支柱进行辅助支护。As shown in Figure 5 and Figure 6, when the top U-shaped steel is stressed, the U-shaped steel can bear part of the force. In addition, another part of the force is transmitted to the chord through the hinge structure through the web, and the force transmitted to the chord Along the chord rod, it is transmitted to the lowermost deck, and the deck acts on the roadway wall with horizontal force and the vertical force with U-shaped steel leg column. When the force on the card seat is large, if it exceeds the force limit of the leg column, it can be supported by a single hydraulic prop.

Claims (2)

1.一种新型桁架与U型钢配合的巷道支护结构,其特征在于它由U型钢(1)、卡座(2)、铰接头(3)、铰接螺栓(4)、弦杆(5)、腹杆(6)组成,腹杆上部的铰接头(3)与U型钢通过卡座(2)相连,腹杆下部的铰接头(3)通过卡座(2)与弦杆(5)相连。 1. A roadway support structure with a new type of truss and U-shaped steel, which is characterized in that it consists of U-shaped steel (1), brackets (2), hinged joints (3), hinged bolts (4), and chords (5) , web bar (6), the hinged joint (3) on the upper part of the web bar is connected to the U-shaped steel through the bracket (2), and the hinged joint (3) on the lower part of the web bar is connected to the chord (5) through the bracket (2) . 2.根据权利要求1所述的一种桁架与U型钢配合的巷道支护结构特征在于腹杆与U型钢和弦杆连接的卡座由截面呈弧形的板体(7)、掩片(8)、螺栓(9)和螺母(10)组成;U型钢卡在掩片和板体之间的弧形截面槽内通过螺栓和螺母将掩片和板体固定;板体下部由两个圆形孔(11)用于腹杆和卡座铰接。 2. A roadway support structure in which trusses and U-shaped steels are matched according to claim 1 is characterized in that the deck connecting the web bar with the U-shaped steel and the chord is composed of an arc-shaped plate body (7) and a mask (8) ), bolts (9) and nuts (10); the U-shaped steel is clamped in the arc-shaped section groove between the mask and the plate body and the mask and the plate body are fixed by bolts and nuts; the lower part of the plate body is composed of two round Hole (11) is used for web bar and deck hinge.
CN201520636758.4U 2015-08-24 2015-08-24 Truss and U shaped steel complex roadway support structure Expired - Fee Related CN205047238U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105019926A (en) * 2015-08-24 2015-11-04 河南理工大学 Roadway support structure adopting matching of truss and U-shaped steel
CN107905821A (en) * 2017-12-20 2018-04-13 贵州大学 The roadway support structure that truss coordinates with metallic support
CN108005694A (en) * 2017-12-20 2018-05-08 贵州大学 Novel metal stent for roadway support

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105019926A (en) * 2015-08-24 2015-11-04 河南理工大学 Roadway support structure adopting matching of truss and U-shaped steel
CN105019926B (en) * 2015-08-24 2019-10-11 河南理工大学 Roadway support structure with truss and U-shaped steel
CN107905821A (en) * 2017-12-20 2018-04-13 贵州大学 The roadway support structure that truss coordinates with metallic support
CN108005694A (en) * 2017-12-20 2018-05-08 贵州大学 Novel metal stent for roadway support

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160224

Termination date: 20200824

CF01 Termination of patent right due to non-payment of annual fee