CN205101011U - Stock anchor rope combination supporting construction - Google Patents
Stock anchor rope combination supporting construction Download PDFInfo
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- CN205101011U CN205101011U CN201520890441.3U CN201520890441U CN205101011U CN 205101011 U CN205101011 U CN 205101011U CN 201520890441 U CN201520890441 U CN 201520890441U CN 205101011 U CN205101011 U CN 205101011U
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- 238000010276 construction Methods 0.000 title description 10
- 239000011435 rock Substances 0.000 claims abstract description 32
- 229910000831 Steel Inorganic materials 0.000 claims description 14
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- 239000002131 composite material Substances 0.000 description 2
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Abstract
本实用新型公开一种锚杆锚索组合支护结构,涉及巷道支护技术领域,为增大支护面积,提高支护结构的稳定性和可靠性而发明。所述锚杆锚索组合支护结构,支护中心板,在所述支护中心板周缘的各边分别固定连接有侧壁,各侧壁分别固定连接有支撑臂;在支护中心板的中心开设有第一锚索孔,在第一锚索孔处安装有第一垫片式托盘,在第一锚索孔中安装有第一锚索,所述第一锚索的一端锚固在巷道围岩内,另一端通过锁具固定在所述第一垫片式托盘上;在各支撑臂上开设有锚杆孔,在所述锚杆孔处安装有第二垫片式托盘,在所述锚杆孔中安装有锚杆,所述锚杆的一端锚固在巷道围岩内,另一端通过紧固件固定在所述第二垫片式托盘上。本实用新型适用于巷道围岩的支护。
The utility model discloses an anchor rod and anchor cable combination support structure, relates to the technical field of roadway support, and is invented for increasing the support area and improving the stability and reliability of the support structure. The anchor rod and anchor cable combination support structure, the support center plate, side walls are respectively fixedly connected to each side of the periphery of the support center plate, and each side wall is respectively fixedly connected to a support arm; A first anchor cable hole is opened in the center, a first gasket type tray is installed at the first anchor cable hole, a first anchor cable is installed in the first anchor cable hole, and one end of the first anchor cable is anchored in the roadway In the surrounding rock, the other end is fixed on the first pad-type pallet through a lock; bolt holes are opened on each support arm, and a second pad-type pallet is installed at the bolt holes, and the An anchor rod is installed in the anchor rod hole, one end of the anchor rod is anchored in the surrounding rock of the roadway, and the other end is fixed on the second gasket type pallet by a fastener. The utility model is suitable for supporting the surrounding rock of the roadway.
Description
技术领域 technical field
本实用新型涉及巷道支护技术领域,尤其涉及一种锚杆锚索组合支护结构。 The utility model relates to the technical field of roadway support, in particular to an anchor rod and anchor cable combined support structure.
背景技术 Background technique
目前,我国锚杆锚索种类比较单一,组合构件和组合形式较少,单个锚杆锚索失效严重,由此引发的冒顶和片帮事故较多;传统的钢筋托梁是直接布置在巷道表面,由于护表面积小,不利于锚杆锚索预应力扩散,且作用效果差;槽钢在煤矿支护中的应用越来越广泛,巷道围岩发生大变形时,由于其刚度和强度不足,容易被折弯而失效。因此,研究开发新的组合构件,形成强力的组合支护结构是保证大跨度、高帮、顶板不稳定等复杂条件下巷道围岩稳定的关键。 At present, the types of anchor bolts and cables in my country are relatively single, and there are few combined components and combinations. The failure of a single anchor bolt and anchor cable is serious, and there are many roof fall and roof accidents caused by this; the traditional steel joist is directly arranged on the surface of the roadway. , due to the small protective surface area, it is not conducive to the prestressed diffusion of anchor rods and anchor cables, and the effect is poor; channel steel is more and more widely used in coal mine support, and when the surrounding rock of the roadway undergoes large deformation, due to its insufficient stiffness and strength, It is easy to be bent and fail. Therefore, the research and development of new composite components to form a strong composite support structure is the key to ensure the stability of the roadway surrounding rock under complex conditions such as large spans, high sides, and unstable roofs.
发明内容 Contents of the invention
有鉴于此,本实用新型实施例提供一种锚杆锚索组合支护结构,能够增大支护面积,提高支护结构的稳定性和可靠性。 In view of this, the embodiment of the utility model provides a combined support structure of anchor rod and cable, which can increase the support area and improve the stability and reliability of the support structure.
为达到上述目的,本实用新型的实施例采用如下技术方案: In order to achieve the above object, the embodiments of the present utility model adopt the following technical solutions:
一方面,本实用新型实施例提供一种锚杆锚索组合支护结构,包括: On the one hand, the embodiment of the utility model provides a combined support structure of bolt and cable, including:
支护中心板,所述支护中心板的周缘为多边形; Supporting the central plate, the periphery of the supporting central plate is polygonal;
在所述支护中心板周缘的各边分别固定连接有侧壁,各侧壁朝向同一方向延伸且相互之间围成一凹槽; Side walls are fixedly connected to each side of the periphery of the support center plate, and each side wall extends towards the same direction and forms a groove between them;
所述各侧壁分别固定连接有支撑臂;各支撑臂为槽钢结构,各支撑臂的槽口朝向同一方向、且各支撑臂的槽底的外侧面和所述支护中心板的一个侧面处于同一个面上; The side walls are respectively fixedly connected with support arms; each support arm is a channel steel structure, the notch of each support arm faces the same direction, and the outer side of the groove bottom of each support arm and one side of the support center plate on the same face;
在所述支护中心板的中心开设有第一锚索孔,在所述第一锚索孔处安装有第一垫片式托盘,在所述第一锚索孔中安装有第一锚索,所述第一锚索的一端锚固在巷道围岩内,另一端通过锁具固定在所述第一垫片式托盘上; A first anchor cable hole is opened in the center of the support center plate, a first gasket type tray is installed at the first anchor cable hole, and a first anchor cable is installed in the first anchor cable hole , one end of the first anchor cable is anchored in the surrounding rock of the roadway, and the other end is fixed on the first gasket type pallet through a lock;
在各支撑臂上开设有锚杆孔,在所述锚杆孔处安装有第二垫片式托盘,在所述锚杆孔中安装有锚杆,所述锚杆的一端锚固在巷道围岩内,另一端通过紧固件固定在所述第二垫片式托盘上。 An anchor hole is opened on each support arm, and a second gasket type tray is installed at the anchor hole, and an anchor is installed in the anchor hole, and one end of the anchor is anchored to the roadway surrounding rock Inside, the other end is fixed on the second gasket type pallet by a fastener.
可选地,在所述支护中心板周缘所连接的每个侧壁的外侧,于所述支撑臂的两侧分别焊接有第一托板和第二托板; Optionally, on the outside of each side wall connected to the periphery of the supporting center plate, a first supporting plate and a second supporting plate are respectively welded on both sides of the supporting arm;
第一托板和第二托板均包括第一侧壁和第二侧壁,第一侧壁和第二侧壁垂直连接; Both the first pallet and the second pallet include a first side wall and a second side wall, and the first side wall and the second side wall are vertically connected;
第一托板的第一侧壁的内侧面与所述支撑臂的一个侧壁的外侧面相贴靠,第一托板的第二侧壁的内侧面与所述支撑臂的槽口的一个槽沿相贴靠; The inner surface of the first side wall of the first pallet abuts against the outer surface of one side wall of the support arm, and the inner surface of the second side wall of the first pallet abuts against a groove of the notch of the support arm. lean against each other;
第二托板的第一侧壁的内侧面与所述支撑臂的另一个侧壁的外侧面相贴靠,第二托板的第二侧壁的内侧面与所述支撑臂的槽口的另一个槽沿相贴靠。 The inner surface of the first side wall of the second pallet abuts against the outer surface of the other side wall of the support arm, and the inner surface of the second side wall of the second pallet is in contact with the other side of the notch of the support arm. A slot edge abuts against each other.
可选地,在所述支护中心板周缘所连接的每个侧壁的内侧的中间位置焊接有第一筋板,在第一筋板的两侧开设有第一连接通孔; Optionally, a first rib is welded at the middle position of the inner side of each side wall connected to the periphery of the supporting center plate, and a first connection through hole is opened on both sides of the first rib;
各支撑臂与所述支护中心板周缘所连接的侧壁相连接的端部焊接有端板,所述端板与所述支护中心板周缘所连接的侧壁的外侧面相贴合,在所述端板的中间位置焊接有第二筋板,在第二筋板的两侧开设有第二连接通孔; Each support arm is welded with an end plate connected to the side wall connected to the periphery of the support center plate, and the end plate is attached to the outer surface of the side wall connected to the periphery of the support center plate. The middle position of the end plate is welded with a second rib, and a second connection through hole is opened on both sides of the second rib;
第一筋板与第二筋板相对应,第一连接通孔与第二连接通孔相对应; The first rib corresponds to the second rib, and the first connection through hole corresponds to the second connection through hole;
所述锚杆锚索组合支护结构还包括第一连接件,所述第一连接件包括第一连接壁,在第一连接壁的两侧固定连接有第二连接壁和第三连接壁,第二连接壁和第三连接壁相互平行; The bolt-and-cable combined support structure also includes a first connecting piece, the first connecting piece includes a first connecting wall, and a second connecting wall and a third connecting wall are fixedly connected on both sides of the first connecting wall, The second connecting wall and the third connecting wall are parallel to each other;
在第二连接壁上开设有第一槽口,在第二连接壁上位于第一槽口两侧开设有第三连接孔;在第三连接壁上开设有第二槽口,在第三连接壁上位于第二槽口两侧开设有第四连接孔; A first notch is opened on the second connecting wall, and a third connecting hole is opened on both sides of the first notch on the second connecting wall; a second notch is opened on the third connecting wall, and a second notch is opened on the third connecting wall. A fourth connection hole is opened on the wall on both sides of the second notch;
所述第一连接件卡在所述支护中心板周缘所连接的侧壁和所述支撑臂的端板上;其中,所述第一连接件的第一连接壁与所述支护中心板周缘所连接的侧壁的端面和所述支撑臂的端板的端面相贴合,第二连接壁与所述支护中心板周缘所连接的侧壁的内侧面相贴合,第三连接壁与所述支撑臂的端板的内侧面相贴合,所述第一筋板卡在第二连接壁上开设的所述第一槽口中,所述第二筋板卡第三连接壁上开设的所述第二槽口中; The first connecting piece is clamped on the side wall connected to the peripheral edge of the supporting central plate and the end plate of the supporting arm; wherein, the first connecting wall of the first connecting piece is connected to the supporting central plate The end surface of the side wall connected to the periphery is fitted to the end surface of the end plate of the support arm, the second connection wall is fitted to the inner surface of the side wall connected to the periphery of the supporting center plate, and the third connection wall is fitted to the inner surface of the side wall connected to the periphery of the support center plate. The inner surface of the end plate of the support arm is fitted together, the first rib plate is clamped in the first notch opened on the second connecting wall, and the second rib plate is clamped in the opening opened on the third connecting wall. in the second notch;
所述第一连接孔、第二连接孔、第三连接孔和第四连接孔相对应,在第一连接孔、第二连接孔、第三连接孔和第四连接孔中穿设有螺栓,在所述螺栓上安装有紧固螺母,通过所述第一连接件、螺栓和紧固螺母将所述支撑臂固定在所述支护中心板上。 The first connecting hole, the second connecting hole, the third connecting hole and the fourth connecting hole correspond to each other, and bolts are pierced in the first connecting hole, the second connecting hole, the third connecting hole and the fourth connecting hole, Fastening nuts are installed on the bolts, and the support arm is fixed on the supporting center plate through the first connecting piece, the bolts and the fastening nuts.
可选地,在至少一个支撑臂远离所述支护中心板的一端的槽底设有楔形凸起,在所述楔形凸起上开设有第二锚索孔,在所述第二锚索孔处安装有第三垫片式托盘,在所述第二锚索孔中安装有第二锚索,所述第二锚索的一端锚固在巷道围岩内,另一端通过锁具固定在第三垫片式托盘上。 Optionally, a wedge-shaped protrusion is provided at the bottom of the groove at the end of at least one support arm away from the support center plate, and a second anchor cable hole is opened on the wedge-shaped protrusion, and a second anchor cable hole is opened in the second anchor cable hole. A third gasket-type tray is installed at the place, and a second anchor cable is installed in the second anchor cable hole. One end of the second anchor cable is anchored in the surrounding rock of the roadway, and the other end is fixed to the third pad by a lock. on a sheet tray.
可选地,所述支撑臂的槽底焊接有两条相互平行的钢筋,所述第二垫片式托盘设置在所述两条相互平行的钢筋上;相邻的支撑臂之间还连接有支撑梁。 Optionally, the groove bottom of the support arm is welded with two mutually parallel steel bars, and the second pad type tray is arranged on the two mutually parallel steel bars; adjacent support arms are also connected with Support beam.
与现有技术相比,本实用新型实施例提供的锚杆锚索组合支护结构,采用周缘为多边形的支护中心板,将多个支撑臂固定连接在一起;在所述支护中心板的中心开设有第一锚索孔,在所述第一锚索孔处安装有第一垫片式托盘,在所述第一锚索孔中安装有第一锚索,所述第一锚索的一端锚固在巷道围岩内,另一端通过锁具固定在所述第一垫片式托盘上;在各支撑臂上开设有锚杆孔,在所述锚杆孔处安装有第二垫片式托盘,在所述锚杆孔中安装有锚杆,所述锚杆的一端锚固在巷道围岩内,另一端通过紧固件固定在所述第二垫片式托盘上,这样,通过所述支护中心板、各支撑臂、安装在支护中心板上的第一锚索以及安装在各支撑臂上的锚杆,形成一种立体化的组合支护结构,能够增大支护面积,提高支护的稳定性,尤其适合大跨度或高帮巷道围岩的支护。 Compared with the prior art, the anchor rod and anchor cable combined support structure provided by the embodiment of the utility model adopts a support center plate with a polygonal periphery, and a plurality of support arms are fixedly connected together; in the support center plate A first anchor cable hole is opened in the center of the first anchor cable hole, a first gasket type tray is installed at the first anchor cable hole, a first anchor cable is installed in the first anchor cable hole, and the first anchor cable One end of the anchor is anchored in the surrounding rock of the roadway, and the other end is fixed on the first gasket-type tray by a lock; each support arm is provided with a bolt hole, and a second gasket-type tray is installed at the anchor hole. A pallet, an anchor rod is installed in the anchor rod hole, one end of the anchor rod is anchored in the surrounding rock of the roadway, and the other end is fixed on the second gasket type pallet by a fastener, so that through the The support center plate, each support arm, the first anchor cable installed on the support center plate and the anchor rods installed on each support arm form a three-dimensional combined support structure, which can increase the support area, Improve the stability of the support, especially suitable for the support of the surrounding rock of the long-span or high-side roadway.
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它的附图。 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 present utility model, and those skilled in the art can also obtain other drawings according to these drawings without creative work.
图1为本实用新型锚杆锚索组合支护结构一实施例的仰视示意图; Fig. 1 is a schematic bottom view of an embodiment of the anchor rod and anchor cable combined support structure of the present invention;
图2为图1的局部放大的示意图; Fig. 2 is a partially enlarged schematic diagram of Fig. 1;
图3为本实用新型锚杆锚索组合支护结构一实施例的立体结构示意图; Fig. 3 is a three-dimensional structural schematic diagram of an embodiment of the anchor rod and anchor cable combined support structure of the present invention;
图4为本实用新型锚杆锚索组合支护结构一实施例立体结构的局部放大示意图; Fig. 4 is a partially enlarged schematic diagram of the three-dimensional structure of an embodiment of the anchor rod and anchor cable combined support structure of the present invention;
图5为图2中第一连接件5的立体结构示意图; Fig. 5 is a schematic diagram of the three-dimensional structure of the first connector 5 in Fig. 2;
图6为图1中支撑臂2的剖面结构示意图; Fig. 6 is a schematic cross-sectional structure diagram of the support arm 2 in Fig. 1;
图7为本实用新型锚杆锚索组合支护结构另一实施例的仰视示意图; Fig. 7 is a schematic bottom view of another embodiment of the anchor rod and anchor cable combined support structure of the present invention;
图8为本实用新型锚杆锚索组合支护结构又一实施例的仰视示意图。 Fig. 8 is a schematic bottom view of another embodiment of the bolt-and-cable combined support structure of the present invention.
具体实施方式 detailed description
下面结合附图对本实用新型实施例一种锚杆锚索组合支护结构及进行详细描述。 A bolt-and-cable combined support structure according to an embodiment of the present invention will be described in detail below in conjunction with the accompanying drawings.
应当明确,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作出创造性劳动前提下所获得的所有其它实施例,都属于本实用新型保护的范围。 It should be clear that the described embodiments are only some of the embodiments of the present invention, not all of them. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without creative efforts belong to the scope of protection of the present utility model.
图1为本实用新型锚杆锚索组合支护结构实施例的结构示意图。 Fig. 1 is a structural schematic diagram of an embodiment of the anchor rod and anchor cable combined support structure of the present invention.
参看图1至图4,本实用新型锚杆锚索组合支护结构实施例,包括:支护中心板1,所述支护中心板的周缘为多边形;在所述支护中心板1周缘的各边分别固定连接有侧壁11,各侧壁朝向同一方向延伸且相互之间围成一凹槽;所述各侧壁11分别固定连接有支撑臂2;各支撑臂2为槽钢结构,各支撑臂2的槽口朝向同一方向、且各支撑臂2的槽底的外侧面和所述支护中心板1的一个侧面处于同一个面上;在所述支护中心板1的中心开设有第一锚索孔,在所述第一锚索孔处安装有第一垫片式托盘12,在所述第一锚索孔中安装有第一锚索13,所述第一锚索13的一端锚固在巷道围岩内,另一端通过锁具固定在所述第一垫片式托盘12上; Referring to Fig. 1 to Fig. 4, the embodiment of the anchor rod and anchor cable combination support structure of the present invention includes: a support center plate 1, the periphery of the support center plate is polygonal; Each side is fixedly connected with side walls 11 respectively, and each side wall extends toward the same direction and forms a groove between each other; said each side wall 11 is respectively fixedly connected with support arms 2; each support arm 2 is a channel steel structure, The notch of each support arm 2 faces the same direction, and the outer surface of the groove bottom of each support arm 2 is on the same surface as one side of the support center plate 1; There is a first anchor cable hole, a first gasket type tray 12 is installed at the first anchor cable hole, a first anchor cable 13 is installed in the first anchor cable hole, and the first anchor cable 13 One end is anchored in the surrounding rock of the roadway, and the other end is fixed on the first gasket type pallet 12 by a lock;
在各支撑臂2上开设有锚杆孔,在所述锚杆孔处安装有第二垫片式托盘21,在所述锚杆孔中安装有锚杆22,所述锚杆22的一端锚固在巷道围岩内,另一端通过紧固件固定在所述第二垫片式托盘21上。 An anchor hole is provided on each support arm 2, and a second gasket type tray 21 is installed at the anchor hole, and an anchor 22 is installed in the anchor hole, and one end of the anchor 22 is anchored In the surrounding rock of the roadway, the other end is fixed on the second gasket type pallet 21 by a fastener.
本实用新型实施例提供的锚杆锚索组合支护结构,采用周缘为多边形的支护中心板,将多个支撑臂固定连接在一起;在所述支护中心板的中心开设有第一锚索孔,在所述第一锚索孔处安装有第一垫片式托盘,在所述第一锚索孔中安装有第一锚索,所述第一锚索的一端锚固在巷道围岩内,另一端通过锁具固定在所述第一垫片式托盘上;在各支撑臂上开设有锚杆孔,在所述锚杆孔处安装有第二垫片式托盘,在所述锚杆孔中安装有锚杆,所述锚杆的一端锚固在巷道围岩内,另一端通过紧固件固定在所述第二垫片式托盘上,这样,通过所述支护中心板、各支撑臂、安装在支护中心板上的第一锚索以及安装在各支撑臂上的锚杆,形成一种立体化的组合支护结构,能够增大支护面积,提高支护结构的稳定性和可靠性,尤其适合大跨度或高帮巷道围岩的支护。 The anchor rod and anchor cable combined support structure provided by the embodiment of the utility model adopts a support center plate with a polygonal periphery, and a plurality of support arms are fixedly connected together; a first anchor is provided in the center of the support center plate. A cable hole, a first gasket type tray is installed at the first anchor cable hole, a first anchor cable is installed in the first anchor cable hole, and one end of the first anchor cable is anchored to the roadway surrounding rock Inside, the other end is fixed on the first pad-type pallet by a lock; anchor holes are opened on each support arm, and a second pad-type pallet is installed at the anchor rod holes. An anchor rod is installed in the hole, one end of the anchor rod is anchored in the surrounding rock of the roadway, and the other end is fixed on the second gasket type pallet through a fastener, so that through the support center plate, each support The arm, the first anchor cable installed on the support center plate and the anchor rods installed on each support arm form a three-dimensional combined support structure, which can increase the support area and improve the stability of the support structure and reliability, especially suitable for supporting the surrounding rock of long-span or high-brick roadways.
在一实施例中,各支撑臂上可以有两个孔,靠近中心板的为锚杆孔,远离中心板的锚索孔。各支撑臂上的孔也可以全是锚杆孔,也可以是锚杆孔加锚索孔,主要根据巷道围岩性质进行调整,最大限度发挥该支护结构的效能。 In one embodiment, there may be two holes on each support arm, the one close to the center plate is an anchor rod hole, and the one far away from the center plate is an anchor cable hole. The holes on each support arm can also be all bolt holes, or bolt holes plus anchor cable holes, which are mainly adjusted according to the properties of the surrounding rock of the roadway to maximize the effectiveness of the support structure.
参看图2及图4,为了增强支护中心板与支撑臂之间连接的强度以及二者之间定位的稳定性,在前述锚杆锚索组合支护结构实施例中,在所述支护中心板1周缘所连接的每个侧壁的外侧,于所述支撑臂的两侧分别焊接有第一托板3和第二托板4;第一托板3和第二托板4均包括第一侧壁和第二侧壁,第一侧壁和第二侧壁垂直连接;第一托板3的第一侧壁的内侧面与所述支撑臂2的一个侧壁的外侧面相贴靠,第一托板3的第二侧壁的内侧面与所述支撑臂的槽口的一个槽沿23相贴靠;第二托板4的第一侧壁的内侧面与所述支撑臂2的另一个侧壁的外侧面相贴靠,第二托板4的第二侧壁的内侧面与所述支撑臂的槽口的另一个槽沿24相贴靠。 Referring to Figure 2 and Figure 4, in order to enhance the strength of the connection between the support center plate and the support arm and the stability of the positioning between the two, in the aforementioned embodiment of the combined support structure of the anchor rod and cable, in the support The outside of each side wall connected by the periphery of the center plate 1 is respectively welded with a first supporting plate 3 and a second supporting plate 4 on both sides of the support arm; the first supporting plate 3 and the second supporting plate 4 include The first side wall and the second side wall, the first side wall and the second side wall are vertically connected; the inner surface of the first side wall of the first pallet 3 is in contact with the outer surface of a side wall of the support arm 2 , the inner surface of the second side wall of the first pallet 3 abuts against a groove edge 23 of the notch of the support arm; the inner surface of the first side wall of the second pallet 4 is in contact with the support arm 2 The outer surface of the other side wall of the second pallet 4 is in close contact with the other edge 24 of the notch of the support arm.
为了进一步增强支护中心板与支撑臂之间连接的强度以及二者之间定位的稳定性,参看图2及图4,在前述锚杆锚索组合支护结构实施例中,在所述支护中心板1周缘所连接的每个侧壁的内侧的中间位置焊接有第一筋板14,在第一筋板14的两侧开设有第一连接通孔(图中未示出);各支撑臂2与所述支护中心板周缘所连接的侧壁相连接的端部焊接有端板25,所述端板25与所述支护中心板1周缘所连接的侧壁11的外侧面相贴合,在所述端板25的中间位置焊接有第二筋板26,在第二筋板26的两侧开设有第二连接通孔(图中未示出);第一筋板14与第二筋板26相对应,第一连接通孔与第二连接通孔相对应;参看图5,进一步地,所述锚杆锚索组合支护结构还包括第一连接件5,所述第一连接件5包括第一连接壁51,在第一连接壁51的两侧固定连接有第二连接壁52和第三连接壁53,第二连接壁52和第三连接壁53相互平行;在第二连接壁52上开设有第一槽口521,在第二连接壁52上位于第一槽口521两侧开设有第三连接孔(图中未示出);在第三连接壁53上开设有第二槽口(图中未示出),在第三连接壁53上位于第二槽口两侧开设有第四连接孔(图中未示出);参看图2及图4,所述第一连接件5卡在所述支护中心板周缘所连接的侧壁11和所述支撑臂2的端板25上;其中,所述第一连接件5的第一连接壁51与所述支护中心板1周缘所连接的侧壁11的端面和所述支撑臂2的端板25的端面相贴合,第二连接壁52与所述支护中心板1周缘所连接的侧壁11的内侧面相贴合,第三连接壁53与所述支撑臂2的端板25的内侧面相贴合,所述第一筋板14卡在第二连接壁52上开设的所述第一槽口521中,所述第二筋板26卡第三连接壁53上开设的所述第二槽口中;所述第一连接孔、第二连接孔、第三连接孔和第四连接孔相对应,在第一连接孔、第二连接孔、第三连接孔和第四连接孔中穿设有螺栓6,在所述螺栓6上安装有紧固螺母7,通过所述第一连接件5、螺栓6和紧固螺母7将所述支撑臂固定在所述支护中心板上。 In order to further enhance the strength of the connection between the support center plate and the support arm and the stability of the positioning between the two, referring to Fig. 2 and Fig. A first rib plate 14 is welded at the middle position of the inner side of each side wall connected by the periphery of the center guard plate 1, and a first connecting through hole (not shown) is provided on both sides of the first rib plate 14; The end of the support arm 2 connected to the side wall connected to the periphery of the support center plate is welded with an end plate 25, and the end plate 25 is connected to the outer surface of the side wall 11 connected to the periphery of the support center plate 1. Fitting, a second rib plate 26 is welded at the middle position of the end plate 25, and a second connection through hole (not shown) is provided on both sides of the second rib plate 26; the first rib plate 14 and The second rib plate 26 corresponds, and the first connecting through hole corresponds to the second connecting through hole; referring to FIG. A connector 5 includes a first connecting wall 51, a second connecting wall 52 and a third connecting wall 53 are fixedly connected on both sides of the first connecting wall 51, and the second connecting wall 52 and the third connecting wall 53 are parallel to each other; Offer the first notch 521 on the second connecting wall 52, be positioned at the first notch 521 both sides on the second connecting wall 52 and offer the 3rd connecting hole (not shown in the figure); On the 3rd connecting wall 53 A second notch (not shown) is provided, and a fourth connection hole (not shown) is provided on both sides of the second notch on the third connecting wall 53; referring to Fig. 2 and Fig. 4, the The first connecting piece 5 is stuck on the side wall 11 connected to the peripheral edge of the support center plate and the end plate 25 of the support arm 2; wherein, the first connecting wall 51 of the first connecting piece 5 is connected to the The end surface of the side wall 11 connected to the periphery of the support center plate 1 is in contact with the end surface of the end plate 25 of the support arm 2, and the second connecting wall 52 is connected to the side wall connected to the periphery of the support center plate 1. 11, the third connecting wall 53 is in contact with the inner surface of the end plate 25 of the support arm 2, and the first rib 14 is stuck in the first groove opened on the second connecting wall 52. In the opening 521, the second rib plate 26 is stuck in the second notch provided on the third connecting wall 53; the first connecting hole, the second connecting hole, the third connecting hole and the fourth connecting hole correspond to each other. , Bolts 6 are pierced in the first connection hole, the second connection hole, the third connection hole and the fourth connection hole, and fastening nuts 7 are installed on the bolts 6, through the first connection piece 5, Bolts 6 and fastening nuts 7 fix the support arm on the support center plate.
其中,第一筋板14卡在第二连接壁52上开设的所述第一槽口521中,第二筋板26卡第三连接壁53上开设的所述第二槽口中,通过所述第一筋板14和第二筋板26既能增强支护中心板1和支撑臂2之间的连接,又能对第一连接件5的卡接起到定位作用。 Wherein, the first rib 14 is clamped in the first notch 521 provided on the second connecting wall 52, the second rib 26 is clamped in the second notch provided on the third connecting wall 53, through the The first rib 14 and the second rib 26 can not only strengthen the connection between the support center plate 1 and the support arm 2 , but also play a positioning role for the clamping of the first connecting member 5 .
参看图6,为了提高支护结构的作用效果,强化低位岩体的力学性能,可在至少一个支撑臂2远离所述支护中心板1的一端的槽底设有楔形凸起27,在所述楔形凸起27上开设有第二锚索孔,在所述第二锚索孔处安装有第三垫片式托盘28,在所述第二锚索孔中安装有第二锚索29,所述第二锚索29的一端锚固在巷道围岩内,另一端通过锁具固定在第三垫片式托盘上28。这样能够将锚索锚固在巷道肩角或底角深部的受压岩体内,提高支护结构的作用效果,强化低位岩体的力学性能。 Referring to Fig. 6, in order to improve the effect of the support structure and strengthen the mechanical properties of the low rock mass, a wedge-shaped protrusion 27 can be provided at the bottom of the groove at least one support arm 2 away from the end of the support center plate 1. A second anchor cable hole is provided on the wedge-shaped protrusion 27, a third gasket type tray 28 is installed at the second anchor cable hole, and a second anchor cable 29 is installed in the second anchor cable hole, One end of the second anchor cable 29 is anchored in the surrounding rock of the roadway, and the other end is fixed on the third gasket type pallet 28 by a lock. In this way, the anchor cable can be anchored in the compressed rock mass in the deep part of the shoulder or bottom corner of the roadway, the effect of the supporting structure can be improved, and the mechanical properties of the low-position rock mass can be strengthened.
参看图4,为增强锚杆锚索组合支护结构的刚度及便于锚杆在支撑臂上的固定,所述支撑臂的槽底焊接有两条相互平行的钢筋9,所述第二垫片式托盘21设置在所述两条相互平行的钢筋9上。 Referring to Fig. 4, in order to enhance the rigidity of the anchor rod and anchor cable combined support structure and facilitate the fixing of the anchor rod on the support arm, the groove bottom of the support arm is welded with two mutually parallel steel bars 9, and the second gasket The type tray 21 is arranged on the two mutually parallel steel bars 9 .
参看图7及图8,在另一实施例中,相邻的支撑臂之间还连接有支撑梁10。多个横梁10可以围成一圆形或多边形,在每个横梁10上也可安装锚杆或锚索。 Referring to FIG. 7 and FIG. 8 , in another embodiment, a support beam 10 is connected between adjacent support arms. A plurality of crossbeams 10 can form a circle or a polygon, and anchor rods or anchor cables can also be installed on each crossbeam 10 .
本实用新型实施例还提供一种锚杆锚索组合支护结构的施工方法,包括如下步骤: The embodiment of the utility model also provides a construction method for a bolt-and-cable combined support structure, which includes the following steps:
将支护中心板放置在巷道顶板或帮部的中间位置,调好指定方向,在巷道顶板或帮部打第一锚索钻孔,安装第一锚索将支护中心板与巷道顶板或帮部固定好; Place the support center plate in the middle of the roadway roof or side, adjust the specified direction, drill the first anchor cable on the roadway roof or side, install the first anchor cable to connect the support center plate and the roadway roof or side Department is fixed;
将一个支撑臂与所述支护中心板固定连接,在巷道顶板或帮部打锚杆钻孔,安装锚杆将支撑臂与巷道顶板或帮部固定好; A support arm is fixedly connected with the support center plate, a bolt is drilled on the roadway roof or the side, and an anchor is installed to fix the support arm and the roadway roof or side;
将另一支撑臂与所述支护中心板固定连接,在巷道顶板或帮部打锚杆钻孔,安装锚杆将另一支撑臂与巷道顶板或帮部固定好; Fixing the other support arm with the support center plate, drilling the anchor rod on the roadway roof or the side, installing the anchor rod to fix the other support arm and the roadway roof or the side;
重复以上步骤,将各个支撑臂与巷道顶板或帮部固定好; Repeat the above steps to fix each support arm with the roof or side of the roadway;
其中,所述支护中心板的周缘为多边形;在所述支护中心板周缘的各边分别固定连接有侧壁,各侧壁朝向同一方向延伸且相互之间围成一凹槽;所述各侧壁分别固定连接所述支撑臂;各支撑臂为槽钢结构,各支撑臂的槽口朝向同一方向、且各支撑臂的槽底的外侧面和所述支护中心板的一个侧面处于同一个面上;在所述支护中心板的中心开设有第一锚索孔,在所述第一锚索孔处安装第一垫片式托盘,在所述第一锚索孔中安装所述第一锚索,所述第一锚索的一端锚固在巷道围岩内,另一端通过锁具固定在所述第一垫片式托盘上;在各支撑臂上开设有锚杆孔,在所述锚杆孔处安装有第二垫片式托盘,在所述锚杆孔中安装有锚杆,所述锚杆的一端锚固在巷道围岩内,另一端通过紧固件固定在所述第二垫片式托盘上。 Wherein, the periphery of the support center plate is polygonal; side walls are fixedly connected to each side of the periphery of the support center plate, and each side wall extends towards the same direction and forms a groove between each other; the Each side wall is fixedly connected to the support arm respectively; each support arm is a channel steel structure, the notches of each support arm face the same direction, and the outer surface of the groove bottom of each support arm and one side of the support center plate are in the On the same surface; a first anchor cable hole is opened in the center of the support center plate, and a first gasket type tray is installed at the first anchor cable hole, and the first anchor cable hole is installed in the first anchor cable hole. The first anchor cable, one end of the first anchor cable is anchored in the surrounding rock of the roadway, and the other end is fixed on the first gasket type pallet through a lock; each support arm is provided with a bolt hole, and the A second gasket-type tray is installed at the anchor hole, and an anchor is installed in the anchor hole. One end of the anchor is anchored in the surrounding rock of the roadway, and the other end is fixed to the first anchor by a fastener. Two spacers on the tray.
本实用新型实施例提供的锚杆锚索组合支护结构的施工方法,采用周缘为多边形的支护中心板,将多个支撑臂固定连接在一起;在所述支护中心板的中心开设有第一锚索孔,在所述第一锚索孔处安装有第一垫片式托盘,在所述第一锚索孔中安装有第一锚索,所述第一锚索的一端锚固在巷道围岩内,另一端通过锁具固定在所述第一垫片式托盘上;在各支撑臂上开设有锚杆孔,在所述锚杆孔处安装有第二垫片式托盘,在所述锚杆孔中安装有锚杆,所述锚杆的一端锚固在巷道围岩内,另一端通过紧固件固定在所述第二垫片式托盘上,这样,通过所述支护中心板、各支撑臂、安装在支护中心板上的第一锚索以及安装在各支撑臂上的锚杆,形成一种立体化的组合支护结构,能够增大支护面积,提高支护的稳定性,尤其适合大跨度的围岩支护。 The construction method of the anchor rod and anchor cable combination support structure provided by the embodiment of the utility model adopts a support center plate with a polygonal periphery, and connects a plurality of support arms together; in the center of the support center plate, a A first anchor cable hole, a first gasket type tray is installed at the first anchor cable hole, a first anchor cable is installed in the first anchor cable hole, and one end of the first anchor cable is anchored on In the surrounding rock of the roadway, the other end is fixed on the first gasket-type tray by a lock; anchor holes are opened on each support arm, and a second gasket-type tray is installed at the anchor hole. A bolt is installed in the hole of the bolt, one end of the bolt is anchored in the surrounding rock of the roadway, and the other end is fixed on the second gasket type pallet by a fastener, so that through the support center plate , each support arm, the first anchor cable installed on the support center plate and the anchor rod installed on each support arm form a three-dimensional combined support structure, which can increase the support area and improve the support performance. Stability, especially suitable for large-span surrounding rock support.
在前述锚杆锚索组合支护结构的施工方法实施例中,可选地,所述将一个支撑臂与所述支护中心板固定连接包括:在所述支护中心板周缘所连接的每个侧壁的外侧,于所述支撑臂的两侧分别焊接第一托板和第二托板;第一托板和第二托板均包括第一侧壁和第二侧壁,第一侧壁和第二侧壁垂直连接;第一托板的第一侧壁的内侧面与所述支撑臂的一个侧壁的外侧面相贴靠,第一托板的第二侧壁的内侧面与所述支撑臂的槽口的一个槽沿相贴靠;第二托板的第一侧壁的内侧面与所述支撑臂的另一个侧壁的外侧面相贴靠,第二托板的第二侧壁的内侧面与所述支撑臂的槽口的另一个槽沿相贴靠。 In the aforementioned embodiment of the construction method of the bolt-and-anchor combined support structure, optionally, the fixed connection of a support arm to the support center plate includes: The outer side of a side wall, the first supporting plate and the second supporting plate are respectively welded on both sides of the support arm; the first supporting plate and the second supporting plate both include the first side wall and the second side wall, the first side The wall and the second side wall are vertically connected; the inner surface of the first side wall of the first supporting plate is attached to the outer surface of one side wall of the support arm, and the inner surface of the second side wall of the first supporting plate is in contact with the outer surface of the supporting arm. One slot edge of the notch of the support arm abuts against each other; the inner surface of the first side wall of the second pallet abuts against the outer surface of the other side wall of the support arm, and the second side of the second pallet The inner side of the wall abuts against the other edge of the notch of the support arm.
在前述锚杆锚索组合支护结构的施工方法实施例中,可选地,所述将一个支撑臂与所述支护中心板固定连接还包括:在所述支护中心板周缘所连接的每个侧壁的内侧的中间位置焊接第一筋板,在第一筋板的两侧开设第一连接通孔; In the aforementioned embodiment of the construction method of the bolt-and-cable combined support structure, optionally, the fixed connection of a support arm to the support center plate further includes: The first rib is welded at the middle position of the inner side of each side wall, and a first connection through hole is opened on both sides of the first rib;
各支撑臂与所述支护中心板周缘所连接的侧壁相连接的端部焊接端板,所述端板与所述支护中心板周缘所连接的侧壁的外侧面相贴合,在所述端板的中间位置焊接第二筋板,在第二筋板的两侧开设第二连接通孔;第一筋板与第二筋板相对应,第一连接通孔与第二连接通孔相对应;将第一连接件卡在所述支护中心板周缘所连接的侧壁和所述支撑臂的端板上;其中,所述第一连接件包括第一连接壁,在第一连接壁的两侧固定连接有第二连接壁和第三连接壁,第二连接壁和第三连接壁相互平行;在第二连接壁上开设有第一槽口,在第二连接壁上位于第一槽口两侧开设有第三连接孔;在第三连接壁上开设有第二槽口,在第三连接壁上位于第二槽口两侧开设有第四连接孔;所述第一连接件的第一连接壁与所述支护中心板周缘所连接的侧壁的端面和所述支撑臂的端板的端面相贴合,第二连接壁与所述支护中心板周缘所连接的侧壁的内侧面相贴合,第三连接壁与所述支撑臂的端板的内侧面相贴合,所述第一筋板卡在第二连接壁上开设的所述第一槽口中,所述第二筋板卡第三连接壁上开设的所述第二槽口中;所述第一连接孔、第二连接孔、第三连接孔和第四连接孔相对应,在第一连接孔、第二连接孔、第三连接孔和第四连接孔中穿设有螺栓,在所述螺栓上安装有紧固螺母,通过所述第一连接件、螺栓和紧固螺母将所述支撑臂固定在所述支护中心板上。 The ends of each support arm connected to the side wall connected to the periphery of the support center plate are welded to the end plate, and the end plate is attached to the outer surface of the side wall connected to the periphery of the support center plate. The middle position of the end plate is welded with the second rib plate, and a second connecting through hole is opened on both sides of the second rib plate; the first rib plate corresponds to the second rib plate, and the first connecting through hole and the second connecting through hole Correspondingly; clamp the first connecting piece on the side wall connected to the periphery of the support center plate and the end plate of the support arm; wherein, the first connecting piece includes a first connecting wall, and the first connecting piece The two sides of the wall are fixedly connected with a second connecting wall and a third connecting wall, and the second connecting wall and the third connecting wall are parallel to each other; A third connection hole is provided on both sides of a notch; a second notch is provided on the third connection wall, and a fourth connection hole is provided on both sides of the second notch on the third connection wall; the first connection The first connecting wall of the piece fits the end surface of the side wall connected to the periphery of the support center plate and the end surface of the end plate of the support arm, and the second connection wall is connected to the periphery of the support center plate. The inner surface of the side wall is attached, the third connecting wall is attached to the inner surface of the end plate of the support arm, the first rib is stuck in the first notch opened on the second connecting wall, the In the second notch provided on the third connecting wall of the second rib card; the first connecting hole, the second connecting hole, the third connecting hole and the fourth connecting hole are corresponding, in the first connecting hole, the second connecting hole Bolts are perforated in the second connecting hole, the third connecting hole and the fourth connecting hole, and fastening nuts are installed on the bolts, and the support arm is fixed on the first connecting piece, the bolts and the fastening nuts The support center plate.
在前述锚杆锚索组合支护结构的施工方法实施例中,所述的锚杆锚索组合支护结构的施工方法,还可包括:在至少一个支撑臂远离所述支护中心板的一端的槽底设楔形凸起,在所述楔形凸起上开设第二锚索孔,在所述第二锚索孔处安装第三垫片式托盘,在所述第二锚索孔中安装第二锚索,所述第二锚索的一端锚固在巷道围岩内,另一端通过锁具固定在第三垫片式托盘上。这样能够将锚索锚固在巷道肩角或底角深部的受压岩体内,提高支护结构的作用效果,强化低位岩体的力学性能。 In the aforementioned embodiment of the construction method of the bolt-and-anchor combined support structure, the construction method of the described bolt-and-anchor combined support structure may further include: A wedge-shaped protrusion is provided at the bottom of the groove, and a second anchor cable hole is opened on the wedge-shaped protrusion. A third gasket type tray is installed at the second anchor cable hole, and a second anchor cable hole is installed in the second anchor cable hole. Two anchor cables, one end of the second anchor cable is anchored in the surrounding rock of the roadway, and the other end is fixed on the third gasket type pallet through a lock. In this way, the anchor cable can be anchored in the compressed rock mass in the deep part of the shoulder or bottom corner of the roadway, the effect of the supporting structure can be improved, and the mechanical properties of the low-position rock mass can be strengthened.
在前述锚杆锚索组合支护结构的施工方法实施例中,所述的锚杆锚索组合支护结构的施工方法,还可包括:在支撑臂的槽底焊接两条相互平行的钢筋,将所述第二垫片式托盘设置在所述两条相互平行的钢筋上。 In the aforementioned embodiment of the construction method of the bolt-and-cable combination support structure, the construction method of the described bolt-and-anchor combination support structure may further include: welding two mutually parallel steel bars at the groove bottom of the support arm, The second gasket-type pallet is arranged on the two parallel steel bars.
本实用新型实施例提供的锚杆锚索组合支护结构的施工方法实施例中的锚杆锚索组合支护结构可参看前述锚杆锚索组合支护结构实施例的相关描述。 For the construction method of the bolt-and-anchor-cable combined support structure provided by the embodiment of the present invention, for the bolt-and-anchor-cable combined support structure in the embodiments, please refer to the related descriptions of the above-mentioned embodiments of the bolt-and-anchor combined support structure.
以上所述,仅为本实用新型的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内,可轻易想到的变化或替换,都应涵盖在本实用新型的保护范围之内。因此,本实用新型的保护范围应以权利要求的保护范围为准。 The above is only a specific embodiment of the present utility model, but the scope of protection of the present utility model is not limited thereto. Any skilled person familiar with the technical field can easily think of changes within the technical scope disclosed by the utility model Or replacement, all should be covered within the scope of protection of the present utility model. Therefore, the protection scope of the present utility model should be based on the protection scope of the claims.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN105275486A (en) * | 2015-11-09 | 2016-01-27 | 中国矿业大学(北京) | Anchor pole and rope combined strutted structure and construction method thereof |
CN107795322A (en) * | 2017-11-06 | 2018-03-13 | 山东建筑大学 | A kind of assembly concrete arc plate and checkerboard type prestress anchorage cable composite supporting construction and its construction method |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN105275486A (en) * | 2015-11-09 | 2016-01-27 | 中国矿业大学(北京) | Anchor pole and rope combined strutted structure and construction method thereof |
CN105275486B (en) * | 2015-11-09 | 2017-12-22 | 中国矿业大学(北京) | A kind of anchor shaft anchor cable combined support structure and its construction method |
CN107795322A (en) * | 2017-11-06 | 2018-03-13 | 山东建筑大学 | A kind of assembly concrete arc plate and checkerboard type prestress anchorage cable composite supporting construction and its construction method |
CN107795322B (en) * | 2017-11-06 | 2023-10-24 | 山东建筑大学 | Assembled concrete arc plate and chessboard type prestressed anchor cable composite supporting structure and construction method thereof |
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