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CN106812544B - A kind of reinforcement allows pressure U-shaped steel bracket - Google Patents

A kind of reinforcement allows pressure U-shaped steel bracket Download PDF

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Publication number
CN106812544B
CN106812544B CN201710209494.8A CN201710209494A CN106812544B CN 106812544 B CN106812544 B CN 106812544B CN 201710209494 A CN201710209494 A CN 201710209494A CN 106812544 B CN106812544 B CN 106812544B
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pin
fashioned iron
support
supporting
shaped steel
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CN106812544A (en
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张金松
黄金坤
何壮志
严旺
方冉
徐敏
姚兆龙
王秀婷
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Anhui University of Science and Technology
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Anhui University of Science and Technology
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/18Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/28Longitudinal struts, i.e. longitudinal connections between adjoining arches

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Forging (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

本发明涉及一种加强的可让压U型钢支架,包括设置在巷道两侧且竖直布置的第一支撑型钢,第一支撑型钢的上端设置有用于支撑巷道弧形顶部围岩的第二支撑型钢,第二支撑型钢弯曲成弯弧形结构,第二支撑型钢的两端分别与第一支撑型钢的上端构成竖直方向可移动配合,第一、第二支撑型钢的搭接处设置有限定滑移让压机构用于阻挡第二支撑型钢的下移,将可让压U型钢支架沿着巷道的长度方向间隔布置,巷道顶部围岩压力释放传递至第二支撑型钢上,从而提供给巷道顶部围岩充足的让压量,避免U型钢支架达到其屈服强度导致U型钢支架的屈曲、踢腿和溃缩,进而确保对巷道的弧形顶部的围岩的有效支撑,起到对巷道的弧形顶部的围岩压力的让压释放和刚性支撑。

The invention relates to a reinforced U-shaped steel bracket which can be compressed, which includes first supporting steels arranged vertically on both sides of the roadway, and the upper end of the first supporting steel is provided with a second support for supporting the arc-shaped top surrounding rock of the roadway Shaped steel, the second supporting shaped steel is bent into a curved structure, and the two ends of the second supporting shaped steel form a vertically movable fit with the upper end of the first supporting shaped steel respectively. The sliding pressure relief mechanism is used to block the downward movement of the second supporting steel. The U-shaped steel brackets that can be pressed are arranged at intervals along the length of the roadway. The surrounding rock pressure at the top of the roadway is released and transmitted to the second supporting steel, thus providing Sufficient yield of surrounding rock at the top prevents buckling, kicking and collapse of the U-shaped steel bracket when the U-shaped steel bracket reaches its yield strength, thereby ensuring effective support for the surrounding rock at the arc-shaped top of the roadway, and playing a role in supporting the roadway. Surrounding rock pressure release and rigid support at the top of the arc.

Description

一种加强的可让压U型钢支架A reinforced U-shaped steel bracket that can be pressed

技术领域technical field

本发明涉及巷道施工技术领域,具体涉及一种加强的可让压U型钢支架。The invention relates to the technical field of roadway construction, in particular to a reinforced U-shaped steel support that can be compressed.

背景技术Background technique

巷道施工的过程中,为实施对巷道岩壁的支撑,一般在巷道内布置有支撑钢架,支撑钢架多为桁架式结构,起到对巷道岩壁的顶部及腰部围岩的支撑,避免巷道的顶部及腰部围岩的压力释放造成的巷道坍塌的问题,巷道在施工的过程中,巷道的弧形顶部的围岩压力施加给支撑钢架,巷道的弧形顶部的围岩压力释放传递至巷道的腰部两侧,从而施加给支撑钢架腰部的压应力;大量巷道施工监测数据表明,巷道的弧形顶部围岩压力如若释放过快,就会导致支撑钢架的刚性破坏,从而造成支撑钢架的屈曲、踢腿和溃缩,进而产生极大的安全隐患。In the process of roadway construction, in order to support the rock wall of the roadway, supporting steel frames are generally arranged in the roadway. The problem of roadway collapse caused by the pressure release of the surrounding rock at the top and waist of the roadway. During the construction of the roadway, the surrounding rock pressure on the arc-shaped top of the roadway is applied to the supporting steel frame, and the surrounding rock pressure on the arc-shaped top of the roadway is released and transmitted. to both sides of the waist of the roadway, thereby exerting compressive stress on the waist of the supporting steel frame; a large number of roadway construction monitoring data show that if the surrounding rock pressure at the arc-shaped top of the roadway is released too quickly, it will lead to rigidity of the supporting steel frame. The buckling, kicking and collapse of the supporting steel frame creates a great safety hazard.

发明内容Contents of the invention

本发明的目的就是提供一种加强的可让压U型钢支架,能够起到对巷道周边围岩的有效支撑,起到对巷道周边围岩压力的让压释放和刚性支撑。The purpose of the present invention is to provide a reinforced U-shaped steel bracket that can be pressured, which can effectively support the surrounding rocks around the roadway, release the pressure of the surrounding rocks around the roadway, and provide rigid support.

为实现上述目的,本组合结构发明采用的技术方案是:For realizing above-mentioned object, the technical scheme that this combination structure invention adopts is:

一种加强的可让压U型钢支架,包括设置在巷道两侧且竖直布置的第一支撑型钢,所述第一支撑型钢的上端设置有用于支撑巷道弧形顶部围岩的第二支撑型钢,所述第二支撑型钢弯曲成弯弧形结构,所述第二支撑型钢的两端分别与第一支撑型钢的上端构成竖直方向可移动配合,所述第二支撑型钢的两端与第一支撑型钢的搭接处设置有限定滑移让压机构,所述限定滑移让压机构用于阻挡第二支撑型钢的下移。A reinforced U-shaped steel bracket that can be compressed, including first supporting steel that is arranged on both sides of the roadway and arranged vertically, and the upper end of the first supporting steel is provided with a second supporting steel for supporting the arc-shaped top surrounding rock of the roadway , the second supporting steel is bent into an arc-shaped structure, the two ends of the second supporting steel are vertically movable with the upper end of the first supporting steel respectively, and the two ends of the second supporting steel are connected with the first supporting steel A limited slip pressure relief mechanism is provided at the overlapping joint of a support profile, and the limited slip pressure relief mechanism is used to block the downward movement of the second support profile.

本发明还存在的附加特征在于:The additional feature that also exists in the present invention is:

所述第一、第二支撑型钢的截面为“U”形结构,所述第一、第二支撑型钢的槽口处分别设置有第一、第二翻边,所述第二支撑型钢插置在第一支撑型钢的槽口内壁且第二翻边搭设在第一翻边上。The sections of the first and second supporting steels are U-shaped structures, the notches of the first and second supporting steels are respectively provided with first and second flanges, and the second supporting steels are inserted On the inner wall of the notch of the first support section steel, the second flange is built on the first flange.

所述限定滑移让压机构包括设置在第二支撑型钢两端处的销,所述销设置在销座内,所述销座固定在第二支撑型钢的槽口内,第二支撑型钢的端部的槽底设置有开口,所述销与销座之间通过弹簧连接,所述销凸伸至开口内,所述第一支撑型钢的上端槽底处设置有用于销穿过的销孔,所述销孔位于销的移动路径上布置。The limited slip pressure relief mechanism includes pins arranged at both ends of the second supporting steel, the pins are arranged in the pin seat, the pin seat is fixed in the notch of the second supporting steel, the ends of the second supporting steel There is an opening at the bottom of the groove, the pin and the pin seat are connected by a spring, and the pin protrudes into the opening, and the groove bottom at the upper end of the first support section is provided with a pin hole for the pin to pass through. The pin hole is arranged on a moving path of the pin.

所述第二支撑型钢的第二翻边上设置有条形孔,所述条形孔孔长方向沿着第二支撑型钢的长度方向布置,条形孔内设置有导向螺栓,所述导向螺栓穿过条形孔且与第一支撑型钢的第一翻边连接。The second flange of the second supporting steel is provided with strip holes, and the long direction of the strip holes is arranged along the length direction of the second supporting steel, and guide bolts are arranged in the strip holes, and the guiding bolts Pass through the strip hole and connect with the first flange of the first supporting steel.

所述销整体呈方块状,所述销与销座的连接端设置有卡定弹片,所述卡定弹片整体呈槽板状,所述销的一端固定在卡定弹片的槽底处,卡定弹片的两侧边沿着销的长度方向悬伸,卡定弹片的两侧边与销之间设置有支撑弹簧,所述销座上设置有与销轮廓吻合的开口,所述弹簧设置在开口的底部,所述开口上还设置有限位板,所述限位板与开口内壁之间形成用于卡接卡定弹片的卡接口。The pin is in the shape of a block as a whole, and the connecting end of the pin and the pin seat is provided with a locking elastic piece, and the locking elastic piece is in the shape of a groove plate as a whole, and one end of the pin is fixed at the bottom of the groove of the locking elastic piece, The two sides of the locking shrapnel are overhanging along the length direction of the pin, and a support spring is arranged between the two sides of the locking shrapnel and the pin, and the pin seat is provided with an opening that matches the outline of the pin, and the spring is arranged on At the bottom of the opening, a limiting plate is provided on the opening, and a card interface for locking the elastic piece is formed between the limiting plate and the inner wall of the opening.

所述第一支撑型钢上设置有用于卡接销的卡接盒,所述卡接盒的开口位于销孔处,卡接盒内设置有限位凹槽,所述销上设置有与限位凹槽构成卡接配合的凸头。A clamping box for clamping the pin is arranged on the first supporting section steel, the opening of the clamping box is located at the pin hole, a limiting groove is arranged in the clamping box, and a limiting groove is arranged on the pin. The groove forms a snap fit nose.

所述可让压U型钢支架沿着巷道的长度方向间隔设置有多个,相邻的可让压U型钢支架的第一支撑型钢之间通过让压杆连接,所述让压杆可沿着巷道的长度方向伸缩,所述让压杆的两端分别与相邻的可让压钢支架的第一支撑型钢上设置的套筒连接,所述套筒与第一支撑型钢构成活动连接,相邻的可让压U型钢支架之间还交叉设置有两支撑钢条,所述支撑钢条弯曲布置且两端与相邻的可让压U型钢支架的第一支撑型钢上设置的套筒固定。The U-shaped steel supports that can be pressed are arranged at intervals along the length direction of the roadway, and the first supporting steels of the adjacent U-shaped steel supports that can be pressed are connected by pressing bars, and the pressing bars can be moved along the The length direction of the roadway expands and contracts, and the two ends of the let-down bar are respectively connected with the sleeves provided on the first supporting steel bracket of the adjacent let-down steel bracket, and the sleeves form a flexible connection with the first supporting steel. There are also two supporting steel bars intersected between the adjacent U-shaped steel brackets that can be pressed. .

所述让压杆包括第一、第二让压杆,所述第一让压杆的一端设置有插接杆,所述第一让压杆与第二让压杆的连接段设置有用于插置插接杆的插接槽,所述第二让压杆与第一让压杆之间设置让压弹簧。The pressure relief rod includes first and second pressure relief rods, one end of the first pressure relief rod is provided with a plug-in rod, and the connecting section between the first pressure relief rod and the second pressure relief rod is provided with a The insertion slot of the insertion rod is placed, and the pressure relief spring is arranged between the second pressure relief rod and the first pressure relief rod.

所述两支撑钢条的交叉点上设置有锚杆,所述锚杆竖直且插置在巷道的弧形顶部。An anchor rod is arranged at the intersection of the two supporting steel bars, and the anchor rod is vertical and inserted at the arc-shaped top of the roadway.

与现有技术相比,本发明具备的技术效果为:将上述的可让压U型钢支架沿着巷道的长度方向间隔布置,巷道顶部围岩压力释放时,传递至第二支撑型钢上,从而提供给巷道顶部围岩充足的让压量,避免钢支架由于塑性变形导致的钢支架的屈曲、踢腿和溃缩,进而确保对巷道周边围岩的有效支撑,起到对巷道周边围岩压力的让压释放和刚性支撑。Compared with the prior art, the technical effect of the present invention is: the above-mentioned allowable U-shaped steel brackets are arranged at intervals along the length direction of the roadway, and when the surrounding rock pressure at the top of the roadway is released, it is transferred to the second supporting steel, thereby Provide sufficient pressure for the surrounding rock at the top of the roadway, avoid the buckling, kicking and collapse of the steel bracket caused by plastic deformation, thereby ensuring effective support for the surrounding rock around the roadway, and exerting pressure on the surrounding rock around the roadway pressure release and rigid support.

附图说明Description of drawings

图1是两个加强的可让压U型钢支架连接的结构示意图;Fig. 1 is a structural schematic diagram of the connection of two reinforced U-shaped steel brackets that can be pressed;

图2和图3是加强的可让压U型钢支架中的第一支撑型钢与第二支撑型钢的配合的两种端面结构示意图;Fig. 2 and Fig. 3 are two kinds of end face structural schematic diagrams of the cooperation of the first supporting steel and the second supporting steel in the reinforced U-shaped steel support;

图4是第二支撑型钢的端面结构示意图;Fig. 4 is a schematic diagram of the end face structure of the second supporting section steel;

图5是第一支撑型钢的端面结构示意图;Fig. 5 is a schematic diagram of the end face structure of the first supporting section steel;

图6是销的结构示意图;Fig. 6 is the structural representation of pin;

图7是销座的结构示意图;Fig. 7 is the structural representation of pin seat;

图8是让压杆的部分结构示意图。Fig. 8 is a partial structural schematic view of the pressing bar.

具体实施方式Detailed ways

结合图1至图8,对本发明作进一步地说明:In conjunction with Fig. 1 to Fig. 8, the present invention is described further:

一种加强的可让压U型钢支架,包括设置在巷道两侧且竖直布置的第一支撑型钢10,所述第一支撑型钢10的上端设置有用于支撑巷道弧形顶部围岩的第二支撑型钢20,所述第二支撑型钢10、20弯曲成弯弧形结构,所述第二支撑型钢20的两端分别与第一支撑型钢10的上端构成竖直方向可移动配合,所述第二支撑型钢20的两端与第一支撑型钢10的搭接处设置有限定滑移让压机构,所述限定滑移让压机构用于阻挡第二支撑型钢20的下移;A reinforced U-shaped steel support that can be pressed, including first supporting steel 10 arranged vertically on both sides of the roadway, and the upper end of the first supporting steel 10 is provided with a second supporting rock for supporting the arc-shaped top of the roadway. Supporting shaped steel 20, the second supporting shaped steel 10, 20 is bent into a curved structure, the two ends of the second supporting shaped steel 20 respectively form a vertically movable fit with the upper end of the first supporting shaped steel 10, the second supporting shaped steel The two ends of the two supporting shaped steel 20 and the first supporting shaped steel 10 are provided with a limited slip pressure relief mechanism, which is used to block the downward movement of the second support shaped steel 20;

结合图1所示,上述结构的U型钢支架应用在巷道中,并且沿着巷道的长度方向间隔设置,当巷道的弧形顶部围岩压力释放时,使得第二支撑型钢20沿着第一支撑型钢10下移,从而提供给巷道的弧形顶部围岩压力释放充足的预留距离,从而避免由于钢支架由于突然承受压力而导致的屈曲、踢腿和溃缩,当第二支撑型钢20下降至最低端时,利用限定滑移让压机构来实施对第二支撑型钢20下降的阻挡,从而能够形成对巷道围岩的刚性支撑,避免巷道顶部围岩的进一步的变形;As shown in Figure 1, the U-shaped steel supports of the above structure are applied in the roadway, and are arranged at intervals along the length direction of the roadway. The section steel 10 moves down, so as to provide sufficient reserved distance for the pressure release of the arc-shaped top surrounding rock of the roadway, so as to avoid buckling, kicking and collapse of the steel bracket due to sudden pressure. When the second support section steel 20 descends When it reaches the lowest end, the limited slip pressure relief mechanism is used to prevent the second supporting steel 20 from descending, so as to form a rigid support for the surrounding rock of the roadway and avoid further deformation of the surrounding rock at the top of the roadway;

本发明中公开的U型钢支架能够实施对巷道顶部围岩先柔后钢的弹性支撑,从而可提高对巷道顶部围岩支撑的牢靠度。The U-shaped steel bracket disclosed in the invention can implement elastic support to the surrounding rock at the top of the roadway first and then steel, thereby improving the reliability of supporting the surrounding rock at the top of the roadway.

作为本发明的优选方案,所述第一、第二支撑型钢10、20的截面为“U”形结构,所述第一、第二支撑型钢10、20的槽口处分别设置有第一、第二翻边11、21,所述第二支撑型钢20插置在第一支撑型钢10的槽口内壁且第二翻边21搭设在第一翻边11上;As a preferred solution of the present invention, the cross sections of the first and second supporting steel 10, 20 are "U"-shaped structures, and the notches of the first and second supporting steel 10, 20 are respectively provided with first, Second flanging 11, 21, the second supporting shaped steel 20 is inserted in the notch inner wall of the first supporting shaped steel 10 and the second flanging 21 is built on the first flanging 11;

结合图4和图5所示,上述的第一、第二支撑型钢10、20的截面为“U”形结构,其能够承受的抗扭能力最强,从而从结构本身提高钢支架本身的结构强度。As shown in Figure 4 and Figure 5, the above-mentioned first and second supporting steel 10, 20 have a "U"-shaped cross-section, which can withstand the strongest torsion resistance, thereby improving the structure of the steel support itself from the structure itself. strength.

进一步地,所述限定滑移让压机构包括设置在第二支撑型钢20两端处的销30,所述销30设置在销座40内,所述销座40固定在第二支撑型钢20的槽口内,第二支撑型钢20的端部的槽底设置有开口22,所述销30与销座40之间通过弹簧50连接,所述销30凸伸至开口22内,所述第一支撑型钢10的上端槽底处设置有用于销30穿过的销孔12,所述销孔12位于销30的移动路径上布置;Further, the limited slip pressure relief mechanism includes pins 30 arranged at both ends of the second supporting steel 20, the pins 30 are arranged in the pin seat 40, and the pin seat 40 is fixed on the second supporting steel 20. In the notch, the bottom of the groove at the end of the second support section steel 20 is provided with an opening 22, and the pin 30 and the pin seat 40 are connected by a spring 50, and the pin 30 protrudes into the opening 22, and the first support A pin hole 12 for the pin 30 to pass through is provided at the groove bottom of the upper end of the shaped steel 10, and the pin hole 12 is arranged on the moving path of the pin 30;

上述巷道围岩压力释放时,使得第二支撑型钢20沿着第一支撑型钢10向下滑动,由于设置销30的销座40固定在第二支撑型钢20的槽口处,所述销座40与销30之间通过弹簧50连接,从而使得销30伸入第二支撑型钢20的开口22且与第一支撑型钢10的槽底抵靠,当第二支撑型钢20下降至指定点时,在弹簧50的弹性作用下,使得销30弹入第一支撑型钢10的销孔12内,此时的销30位于开口22可销孔12内,从而实现第一支撑型钢10与第二支撑型钢20之间的连接,以实现对第二支撑型钢20下移的阻挡,此时的第二支撑型钢20实现对巷道定位围岩的刚性支撑。When the surrounding rock pressure of the roadway is released, the second supporting steel 20 slides down along the first supporting steel 10. Since the pin seat 40 of the pin 30 is fixed at the notch of the second supporting steel 20, the pin seat 40 It is connected with the pin 30 by a spring 50, so that the pin 30 extends into the opening 22 of the second support profile steel 20 and abuts against the groove bottom of the first support profile steel 10. When the second support profile steel 20 descends to a designated point, the Under the action of the elasticity of the spring 50, the pin 30 springs into the pin hole 12 of the first supporting steel 10, and at this time, the pin 30 is located in the opening 22 or in the pin hole 12, thereby realizing the first supporting steel 10 and the second supporting steel 20. The connection between them is used to prevent the second supporting steel 20 from moving down. At this time, the second supporting steel 20 realizes the rigid support for the roadway positioning surrounding rock.

所述第二支撑型钢20的第二翻边21上设置有条形孔211,所述条形孔211孔长方向沿着第二支撑型钢20的长度方向布置,条形孔211内设置有导向螺栓23,所述导向螺栓23穿过条形孔211且与第一支撑型钢10的第一翻边11连接;The second flange 21 of the second supporting steel 20 is provided with a strip hole 211, the long direction of the strip hole 211 is arranged along the length direction of the second supporting steel 20, and the strip hole 211 is provided with a guide Bolt 23, the guide bolt 23 passes through the strip hole 211 and is connected with the first flange 11 of the first supporting steel 10;

上述的第二支撑型钢20位于第一支撑型钢10滑动,采用导向螺栓23的导向限位,一方面避免由于弹簧50的弹性导致第一支撑型钢10与第二支撑型钢20之间产生位移而导致钢支架分离的危险情况,另一方便实现对第一支撑型钢10竖直滑动的准确导向,从而确保第一支撑型钢10能够准确的沿着第二支撑型钢20的槽口向下滑动,当第二支撑型钢20下降至所述的第二支撑型钢20的开口22与第一支撑型钢10上的销孔12对齐,在弹簧50的弹性支撑下,从而使得销30弹入销孔12和开口22内,实现对第二支撑型钢20下移的限制。The above-mentioned second supporting steel 20 slides on the first supporting steel 10, and the guide bolt 23 is used to guide and limit, on the one hand, avoiding the displacement between the first supporting steel 10 and the second supporting steel 20 due to the elasticity of the spring 50. The dangerous situation of separation of the steel bracket, another convenient realization of the accurate guidance of the vertical sliding of the first supporting steel 10, thereby ensuring that the first supporting steel 10 can accurately slide down along the notch of the second supporting steel 20, when the second The second supporting steel 20 descends until the opening 22 of the second supporting steel 20 is aligned with the pin hole 12 on the first supporting steel 10 , under the elastic support of the spring 50 , so that the pin 30 springs into the pin hole 12 and the opening 22 Inside, the restriction on the downward movement of the second support section steel 20 is realized.

进一步地,所述销30整体呈方块状,所述销30与销座40的连接端设置有卡定弹片31,所述卡定弹片31整体呈槽板状,所述销30的一端固定在卡定弹片31的槽底处,卡定弹片31的两侧边沿着销30的长度方向悬伸,卡定弹片31的两侧边与销30之间设置有支撑弹簧32,所述销座40上设置有与销30轮廓吻合的开口41,所述弹簧50设置在开口41的底部,所述开口41上还设置有限位板43,所述限位板43与开口41内壁之间形成用于卡接卡定弹片31的卡接口;Further, the pin 30 is in the shape of a block as a whole, and the connecting end of the pin 30 and the pin seat 40 is provided with a locking elastic piece 31, and the locking elastic piece 31 is in the shape of a groove plate as a whole, and one end of the pin 30 is fixed At the bottom of the groove of the locking elastic piece 31, the two sides of the locking elastic piece 31 cantilever along the length direction of the pin 30, and a supporting spring 32 is arranged between the two sides of the locking elastic piece 31 and the pin 30, and the pin seat 40 is provided with an opening 41 matching the outline of the pin 30, the spring 50 is arranged at the bottom of the opening 41, and the opening 41 is also provided with a limiting plate 43, which is formed between the limiting plate 43 and the inner wall of the opening 41. It is used to clamp the card interface of the locking shrapnel 31;

上述的销30卡置在销座40上的开口41内,已实现对销30与销座40的装配,具体地,当销30挤入开口41内时,在挤压力的作用下,卡定弹片31变形,从而可入卡口内,当销30挤入开口41内较深的位置时,并且卡定弹片31凸伸至限位板43与开口41内壁之间形成的卡接口内,在支撑弹簧32的弹性支撑力下,从而将卡定弹片31卡入限位板43与开口41内壁之间形成的卡接口内;The above-mentioned pin 30 is clamped in the opening 41 on the pin seat 40, and the assembly of the pin 30 and the pin seat 40 has been realized. Specifically, when the pin 30 squeezes into the opening 41, under the action of the extrusion force, the card will The fixed elastic piece 31 is deformed so that it can enter the bayonet socket. When the pin 30 squeezes into a deeper position in the opening 41, the fixed elastic piece 31 protrudes into the bayonet interface formed between the limiting plate 43 and the inner wall of the opening 41. Under the elastic supporting force of the supporting spring 32, the locking elastic piece 31 is inserted into the locking interface formed between the limiting plate 43 and the inner wall of the opening 41;

在弹簧50弹性作用下,将销30弹入第一支撑型钢10的销孔12内,在限位板43的限位作用下,避免销30弹入第一支撑型钢10的销孔12内过深的位置,确保销30的中间位置处在第一支撑型钢10的销孔12与第二支撑型钢20的开口22中间位置,确保销30本身的支撑强度,避免销30由于承受较大的压应力而导致出现撇弯的现象。Under the elastic action of the spring 50, the pin 30 is ejected into the pin hole 12 of the first supporting profiled steel 10, and under the limiting action of the limiting plate 43, the pin 30 is prevented from being ejected too much in the pin hole 12 of the first supporting profiled steel 10. The deep position ensures that the middle position of the pin 30 is in the middle position between the pin hole 12 of the first support profile steel 10 and the opening 22 of the second support profile steel 20, so as to ensure the support strength of the pin 30 itself and prevent the pin 30 from being subjected to a large pressure. Stress causes the phenomenon of skimming.

为进一步确保销30处在第一支撑型钢10的销孔12与第二支撑型钢20的开口22中间位置,所述第一支撑型钢10上设置有用于卡接销30的卡接盒13,所述卡接盒13的开口位于销孔12处,卡接盒13内设置有限位凹槽51,所述销30上设置有与限位凹槽51构成卡接配合的凸头33;In order to further ensure that the pin 30 is in the middle position between the pin hole 12 of the first support profile 10 and the opening 22 of the second support profile 20, the first support profile 10 is provided with a snap-in box 13 for clamping the pin 30, so The opening of the snap-in box 13 is located at the pin hole 12, and the snap-in box 13 is provided with a limiting groove 51, and the pin 30 is provided with a protrusion 33 that is engaged with the limiting groove 51;

上述的销30弹入卡接盒13内,并且使得销30上的凸头33卡置在接盒50内的限位凹槽51内,从而实现对销30的进一步定位,避免销30的随意移动。The above-mentioned pin 30 springs into the snap-in box 13, and makes the protrusion 33 on the pin 30 snap into the limit groove 51 in the box 50, thereby realizing further positioning of the pin 30 and avoiding the random movement of the pin 30. move.

为避免围岩压力导致钢支架的第一支撑型钢10直线产生沿着巷道长度方向的应力,所述可让压钢支架沿着巷道的长度方向间隔设置有多个,相邻的可让压钢支架的第一支撑型钢10之间通过让压杆连接,所述让压杆可沿着巷道的长度方向伸缩,所述让压杆的两端分别与相邻的可让压钢支架的第一支撑型钢10上设置的套筒70连接,所述套筒70与第一支撑型钢10构成活动连接,相邻的可让压钢支架之间还交叉设置有两支撑钢条80,所述支撑钢条80弯曲布置且两端与相邻的可让压钢支架的第一支撑型钢10上设置的套筒70固定;In order to avoid the surrounding rock pressure from causing the first supporting steel 10 of the steel bracket to produce stress along the length direction of the roadway, the pressure-capable steel brackets are arranged at intervals along the length direction of the roadway. The first support section steel 10 of the bracket is connected by letting the pressure bar, which can expand and contract along the length direction of the roadway, and the two ends of the letting the pressure bar are respectively connected with the first of the adjacent allowable steel bracket. The sleeve 70 arranged on the support profile steel 10 is connected, and the sleeve 70 forms a flexible connection with the first support profile steel 10, and two support steel bars 80 are also arranged crosswise between adjacent steel supports that can be pressed. The strip 80 is arranged in a curved manner and its two ends are fixed with the sleeve 70 provided on the first supporting steel 10 of the adjacent steel support that can be pressed;

上述支撑钢条80承受围岩的压力释放传递至两端并且传递至套筒70上,由于围岩的压力释放的方向多变,从而传递至相邻的可让第一、第二让压杆61、62上的应力方向也是多变的,使得第一支撑型钢10能够沿着让压杆移动,从而实现提供给第一支撑型钢10充足的让压变形距离,避免第一支撑型钢10由于突然承受应力而导致的弯曲变形的情况。The above-mentioned supporting steel bar 80 bears the pressure release of the surrounding rock and transmits it to both ends and to the sleeve 70. Since the direction of the pressure release of the surrounding rock is changeable, it is transmitted to the adjacent first and second pressure relief bars. The direction of the stress on 61, 62 is also changeable, so that the first supporting steel 10 can move along the let-down bar, so as to provide the first supporting steel 10 with a sufficient yielding deformation distance, and avoid the first supporting steel 10 due to a sudden Bending deformation caused by stress.

结合图8所示,所述让压杆包括第一、第二让压杆61、62,所述第一让压杆61的一端设置有插接杆,所述第一让压杆61与第二让压杆62的连接段设置有用于插置插接杆的插接槽,所述第二让压杆62与第一让压杆61之间设置让压弹簧63;As shown in FIG. 8 , the pressure relief rod includes first and second pressure relief rods 61 , 62 , one end of the first pressure relief rod 61 is provided with a plug-in rod, and the first pressure relief rod 61 is connected to the second pressure relief rod 61 . The connecting section of the second pressure bar 62 is provided with an insertion slot for inserting a plug-in rod, and a pressure spring 63 is arranged between the second pressure bar 62 and the first pressure bar 61;

上述的让压杆的第一、第二让压杆61、62之间的配合,从而实现相邻可让压钢支架的第一支撑型钢10的先柔后钢的弹性支撑,进而提高对巷道围岩支撑的牢靠度。The cooperation between the first and second pressure rods 61 and 62 of the above-mentioned let-down bar can realize the elastic support of the first supporting steel 10 adjacent to the let-down steel bracket, which is soft first and then steel, and then improves the roadway. The firmness of surrounding rock support.

具体地,所述两支撑钢条80的交叉点上设置有锚杆81,所述锚杆81竖直且插置在巷道的弧形顶部;Specifically, an anchor rod 81 is provided at the intersection of the two supporting steel bars 80, and the anchor rod 81 is vertical and inserted at the arc-shaped top of the roadway;

上述锚杆81将巷道顶部围岩释放的压力施加给锚杆81,从而释放至两支撑钢条80上。The above-mentioned anchor rod 81 applies the pressure released by the surrounding rock at the top of the roadway to the anchor rod 81 , thereby releasing to the two supporting steel bars 80 .

需要说明的是,以上实施例仅用以说明本发明的技术方案,而非对其限制,尽管参照前述实施例对本发明进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换,而这些修改或者替换,并不使相应技术方案的本质脱离本发明各实施例技术方案的精神和范围。It should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, and are not intended to limit them. Although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: it still can The technical solutions described in the foregoing embodiments are modified, or some of the technical features are equivalently replaced, and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the various embodiments of the present invention.

Claims (6)

1. U-shaped steel bracket is pressed in a kind of allowing for reinforcement, it is characterised in that:Including tunnel two sides are set and vertically arrange first Support fashioned iron(10), the first support fashioned iron(10)Upper end be provided with and be used to support second of country rock at the top of tunnel arc Support fashioned iron(20), the second support fashioned iron(20)Bend to curved arcuate structure, the second support fashioned iron(20)Both ends point Fashioned iron is not supported with first(10)Upper end constitute the removable cooperation of vertical direction, the second support fashioned iron(20)Both ends with First support fashioned iron(10)Lap-joint be provided with restriction sliding and allow press mechanism, the restrictions sliding allows press mechanism to be used to stopping the Two support fashioned iron(20)Move down;
The first support fashioned iron(10), second support fashioned iron(20)Section be "u"-shaped, it is described first support fashioned iron (10), second support fashioned iron(20)Notch at be respectively arranged with the first flange(11), the second flange(21), second support Fashioned iron(20)It is plugged on the first support fashioned iron(10)Notch inner wall and the second flange(21)Ride upon the first flange(11)On;
The restriction sliding allows press mechanism to include setting in the second support fashioned iron(20)Pin at both ends(30), the pin(30)If It sets in key seat(40)It is interior, the key seat(40)It is fixed on the second support fashioned iron(20)Notch in, second support fashioned iron(20)'s The slot bottom of end is provided with opening(22), the pin(30)With key seat(40)Between pass through spring(50)Connection, the pin(30) Protrude out to opening(22)It is interior, the first support fashioned iron(10)Upper end slot bottom be provided with for pin(30)The pin hole passed through (12), the pin hole(12)Positioned at pin(30)Movement routine on arrange;
The second support fashioned iron(20)The second flange(21)On be provided with strip-shaped hole(211), the strip-shaped hole(211)Hole is long Direction is along the second support fashioned iron(20)Length direction arrangement, strip-shaped hole(211)Inside it is provided with guide blot(23), described to lead To bolt(23)Across strip-shaped hole(211)And fashioned iron is supported with first(10)The first flange(11)Connection.
2. U-shaped steel bracket is pressed in a kind of allowing for reinforcement according to claim 1, it is characterised in that:The pin(30)It is whole In square, the pin(30)With key seat(40)Connecting pin be provided with locking elastic slice(31), the locking elastic slice(31)It is whole In frid shape, the pin(30)One end be fixed on locking elastic slice(31)Slot bottom at, locking elastic slice(31)Two sides along Pin(30)Length direction overhang, locking elastic slice(31)Two sides and pin(30)Between be provided with support spring(32), described Key seat(40)On be provided with and pin(30)The identical opening of profile(41), the spring(50)Setting is being open(41)Bottom, The opening(41)On be additionally provided with limit plate(43), the limit plate(43)With opening(41)It is formed between inner wall for being clamped Locking elastic slice(31)Card interface.
3. U-shaped steel bracket is pressed in a kind of allowing for reinforcement according to claim 1, it is characterised in that:First support type Steel(10)On be provided with for be clamped pin(30)Clamping box(13), the clamping box(13)Opening be located at pin hole(12)Place, It is clamped box(13)Inside it is provided with limiting groove(51), the pin(30)On be provided with and limiting groove(51)Constitute clamping engagement Plush copper(33).
4. pressing U-shaped steel bracket to a kind of allowing for reinforcement described in 3 any one according to claim 1, it is characterised in that:It is described Pressure U-shaped steel bracket can be allowed to be arranged at intervals with along the length direction in tunnel multiple, first of U-shaped steel bracket is pressed in adjacent allowing Support fashioned iron(10)Between by allowing compression bar to connect, described make compression bar flexible along the length direction in tunnel, the compression bar that allows Both ends allow the first of compressed steel bracket to support fashioned iron with adjacent respectively(10)The sleeve of upper setting(70)Connection, the sleeve (70)With the first support fashioned iron(10)It constitutes and is flexibly connected, adjacent allow also arranged in a crossed manner between compressed steel bracket has two supporting steels Item(80), the support steel bar(80)Curved arrangement and both ends and adjacent the first of compressed steel bracket is allowed to support fashioned iron(10)On The sleeve of setting(70)It is fixed.
5. U-shaped steel bracket is pressed in a kind of allowing for reinforcement according to claim 4, it is characterised in that:It is described to allow the compression bar to include First allows compression bar(61), second allow compression bar(62), described first allows compression bar(61)One end be provided with shank, described first allows Compression bar(61)Compression bar is allowed with second(62)Linkage section be provided with the inserting groove for planting shank, described second allows compression bar (62)Compression bar is allowed with first(61)Between setting allow pressing spring(63).
6. U-shaped steel bracket is pressed in a kind of allowing for reinforcement according to claim 4, it is characterised in that:The two supports steel bar (80)Crosspoint on be provided with anchor pole(81), the anchor pole(81)Arc top that is vertical and being plugged on tunnel.
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