WO2018098962A1 - Anchor rod pulling resistance testing device - Google Patents

Anchor rod pulling resistance testing device Download PDF

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Publication number
WO2018098962A1
WO2018098962A1 PCT/CN2017/079280 CN2017079280W WO2018098962A1 WO 2018098962 A1 WO2018098962 A1 WO 2018098962A1 CN 2017079280 W CN2017079280 W CN 2017079280W WO 2018098962 A1 WO2018098962 A1 WO 2018098962A1
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WO
WIPO (PCT)
Prior art keywords
anchor
substrate
anchor rod
adjustable support
detecting device
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PCT/CN2017/079280
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French (fr)
Chinese (zh)
Inventor
黄志忠
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广东中科华大工程技术检测有限公司
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Publication of WO2018098962A1 publication Critical patent/WO2018098962A1/en

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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02Details
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces

Definitions

  • the present invention relates to the field of building engineering, and more particularly to a bolt pull-out detecting device.
  • the bolt is widely used in slopes, foundation pits, tunnels, dams, coal mine roadways, etc. It is very important to test the effect of reinforcement.
  • the anchor rod is usually pulled out by using a combination of a piercing jack and a loading reaction device as a bolt pull-out detecting device. Since the bolt has a certain range of inclination angle, the angle is usually 15°-35°, and the existing bolt pull-out detecting device is difficult to ensure that the direction of the jack pushing force completely coincides with the central axis of the anchor rod, so that the bolt is pulled.
  • the force is eccentric, the test load can not reflect the actual force of the anchor, and the anchor will also be damaged by a certain degree of bending.
  • the existing bolt pull-out detection device has obvious effect on the compressive stress of the rock and soil around the anchor rod, which is easy to cause rock and soil damage and the test result is “distorted”.
  • the present invention is to overcome the deficiencies of the prior art and to provide a bolt pull-out detecting device.
  • the utility model relates to a bolt pull-out detecting device, which is used for pulling and detecting a bolt fixed on an active surface, comprising: a substrate for bonding with an active surface, an adjustable support, a loading mechanism and a beam; The adjustment seat is disposed on the substrate, the beam is mounted on the adjustable support, and the loading mechanism is disposed on the beam and used to apply a load to the anchor.
  • the anchor rod pull-out detecting device performs the pull-out detection on the anchor rod
  • the side wall surface of the slope, the foundation pit and the like serves as an action surface
  • the substrate is placed on the action surface
  • the loading mechanism is connected with the anchor rod and applies a load to the anchor rod.
  • the load is transmitted back through the beam to the adjustable support and the substrate.
  • the adjustable support can adjust different angles to adapt to various slopes and angles of the slope, foundation pit, etc. where the anchor is located, avoiding The occurrence of force deviation and bending failure of the anchor-free rod in the pull-out test occurs, and the use of the substrate increases the force-receiving area of the action surface of the bolt pull-out detecting device, thereby avoiding the rock and soil body at the action surface. Destruction and "distortion" of test results.
  • the base plate and the adjustable support are two sets, which are respectively disposed on two sides of the anchor rod, and the cross beam spans between the two sets of adjustable supports.
  • the loading mechanism is placed on the symmetrical center of the beam, and the center of symmetry of the beam coincides with the central axis of the anchor.
  • the distance between the center of the anchor and the side edge of the substrate adjacent to the anchor is greater than or equal to the width of the substrate and greater than 1 m, ensuring reliable detection testing.
  • the adjustable support comprises a bottom plate, a carrier plate and a threaded rod, the first end of the bottom plate being rotatably coupled to the first end of the carrier plate, the second end of the bottom plate and the thread One end of the rod is rotatably connected, and the second end of the carrier plate is provided with a long hole, and the other end of the threaded rod passes through the long hole of the carrier plate and is fixed.
  • the adjustment bearing plate is perpendicular to the central axis of the anchor rod, and the action line of the pulling force is coincident with the central axis of the anchor rod.
  • the length of the elongated hole is greater than the diameter of the threaded rod such that the threaded rod can swing over a length of the elongated hole.
  • the bottom plate and the carrier plate of the adjustable support are hollow rectangular parallelepiped structures, and the hollow rectangular parallelepiped structure is internally provided with ribs to reinforce the hollow rectangular parallelepiped structure and can withstand large loads.
  • the long hole and the threaded rod are plural, and the long hole and the threaded rod are evenly spaced along the width direction of the bottom plate or the carrier plate, thereby improving the reliability of the device.
  • the area of the substrate is larger than the area of the bottom plate of the adjustable support such that the bottom plate is completely on the substrate, and the bottom plate of the adjustable support is located at an intermediate position of the substrate.
  • the beam is two pieces, and the two beams are spaced apart and parallel across the two sets of adjustable supports, and the two ends of the two beams are placed on the carrier plate of the adjustable support.
  • the central axis of the anchor is located between the two beams.
  • a pad is provided between the loading mechanism and the beam for transmitting the force, and the load applied by the loading mechanism is uniformly transmitted to the beam.
  • the loading mechanism is a jack, and the lower end of the jack is coupled to the anchor.
  • the side wall surface of the slope, the foundation pit and the like serves as an action surface
  • the substrate is placed on the action surface
  • the loading mechanism is connected with the anchor rod and applies a load to the anchor rod.
  • the load is transmitted back through the beam to the adjustable support and the substrate.
  • the adjustable support can adjust different angles to adapt to various slopes and angles of the slope, foundation pit, etc. where the anchor is located, and avoid the occurrence of force deviation and bending damage of the anchor in the pull-out test, and adopt
  • the substrate increases the stress area of the action surface of the anchor pull-out detection device, and avoids the damage of the rock and soil at the action surface and the "distortion" of the test result.
  • the loading mechanism is placed on the symmetrical center of the beam, and the center of symmetry of the beam coincides with the central axis of the anchor.
  • the adjustment bearing plate is perpendicular to the central axis of the anchor rod, and the action line of the pulling force is coincident with the central axis of the anchor rod.
  • the length of the elongated hole is greater than the diameter of the threaded rod such that the threaded rod can swing over the length of the elongated hole.
  • Figure 1 is a top plan view of the bolt pull-out detecting device of the present invention
  • FIG. 2 is a schematic view showing the structure of an adjustable support of the bolt pull-out detecting device of the present invention.
  • a bolt pull-out detecting device is used for pulling and detecting a bolt 500 disposed at a slope, a foundation pit or the like.
  • the anchor 500 has a certain inclination angle with the side wall surface of the slope, the foundation pit or the like.
  • the bolt pull-out detecting device comprises a substrate 100, an adjustable support 200, a loading mechanism 300 and a beam 400.
  • the adjustable support 200 is disposed on the substrate 100.
  • the beam 400 is mounted on the adjustable support 200.
  • the loading mechanism 300 is disposed on the beam 400 and used to apply a load to the anchor.
  • the anchor rod pull-out detecting device When the anchor rod pull-out detecting device performs the pull-out detection on the anchor rod 500, the side wall surface of the slope, the foundation pit or the like serves as an action surface, the substrate 100 is placed on the action surface, and the loading mechanism 300 is connected with the anchor rod 500 and the anchor The rod 500 applies a load that is reversely transmitted through the beam 400 to the adjustable support 200 and the substrate 100.
  • the adjustable support 200 can adjust different angles to adapt to various slopes and angles of the slope, foundation pit and the like where the anchor 500 is located, and avoid the occurrence of force deviation and bending damage of the anchor 500 in the pull-out test.
  • the use of the substrate 100 increases the stress area of the action surface of the anchor pull-out detection device, thereby avoiding the damage of the rock and soil at the action surface and the "distortion" of the test result.
  • the substrate 100 and the adjustable support 200 are two sets, which are respectively disposed on two sides of the anchor 500, and the cross beam 400 spans between the two sets of adjustable supports 200.
  • the loading mechanism 300 is disposed on the center of symmetry of the beam 400, and the center of symmetry of the beam 400 coincides with the central axis of the anchor 500.
  • the distance between the center of the anchor 500 and the side edge of the substrate 100 adjacent to the anchor 500 is greater than or equal to the width of the substrate 100 and greater than 1 m, so that the detection test is reliably performed.
  • the adjustable support 200 includes a bottom plate 210, a carrier plate 220 and a threaded rod 230.
  • the first end of the bottom plate 210 and the first end of the carrier plate 220 are rotatably connected by a first hinge mechanism 240.
  • the second end of the bottom plate 210 is rotatably connected to one end of the threaded rod 230 by a second hinge mechanism 250.
  • the second hinge mechanism 250 is a hinge support, and the support of the hinge support is fixed on the bottom plate 210.
  • the second end of the support plate 220 is provided with a long hole 221, and one end of the threaded rod 230 and the bottom plate 210
  • the second hinge mechanism 250 of the second end is hinged, and the other end passes through the long hole 221 of the carrier plate 220 and is fixed.
  • the adjustment carrier plate 220 is perpendicular to the central axis of the anchor 500, and the action line of the pulling force is coincident with the central axis of the anchor 500.
  • the bottom plate 210 and the carrier plate 220 of the adjustable support 200 are hollow rectangular parallelepiped structures in which the top surface and the bottom surface are steel plates, and the hollow rectangular parallelepiped structure is internally provided with rib plates 260.
  • the top surface and the bottom surface of the rectangular parallelepiped structure are steel plates, and rib plates 260 are evenly spaced between the steel plates of the top surface and the bottom surface, and the rib plates 260 are arranged in a trapezoidal shape or a mesh shape to reinforce the rectangular parallelepiped structure. Withstand large loads.
  • the area of the substrate 100 is larger than the area of the bottom plate 210 of the adjustable support 200 such that the bottom plate 210 is completely located on the substrate 100, and the bottom plate 210 of the adjustable support 200 is located at an intermediate position of the substrate 100.
  • the length of the long hole 221 is larger than the diameter of the threaded rod 230, so that the threaded rod 230 can swing around the length of the long hole 221 around the second hinge mechanism 250.
  • the adjustment threaded rod 230 is perpendicular to the carrier plate 220, and the threaded rod 230 is fixed to the carrier plate 220 by a fastening nut 270.
  • first hinge mechanism 240 There are a plurality of first hinge mechanism 240, second hinge mechanism 250, long hole 221 and threaded rod 230.
  • first hinge mechanism 240, the second hinge mechanism 250, the long hole 221 and the threaded rod 230 are both Three sets, and the first hinge mechanism 240, the second hinge mechanism 250, the long hole 221 and the threaded rod 230 are evenly spaced along the width direction of the bottom plate 210 or the carrier plate 220, thereby improving the reliability of the device.
  • the beam 400 is two pieces, and the two beams 400 are spaced apart and parallel across the two sets of adjustable supports 200. The two ends of the two beams 400 are placed on the support of the adjustable support 200. Board 220 Upper, the central axis of the anchor 500 is located between the two beams 400.
  • a pad 600 is disposed between the loading mechanism 300 and the beam 400 for transmitting the force, and the load applied by the loading mechanism 300 is uniformly transmitted to the beam 400.
  • the loading mechanism 300 is a jack, and the lower end of the jack is connected to the anchor 500.
  • a load is applied to the anchor 500 by the jack, and the beam 400 transmits the load reaction force to the adjustable support 200 and the substrate 100 and the surrounding rock layer.

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  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Piles And Underground Anchors (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

An anchor rod (500) pulling resistance testing device, used to carry out pulling testing on the anchor rod (500) which is mounted on an acting surface, comprising: a substrate (100) used for attaching to the acting surface, an adjustable base (200), a loading mechanism (300) and a beam (400). The adjustable base (200) is arranged on the substrate (100); the beam (400) is erectly provided on the adjustable base (200); and the loading mechanism (300) is provided on the beam (400), and is used for applying a load onto the anchor rod (500). When the anchor rod (500) pulling resistance testing device is used to carry out pulling testing on the anchor rod (500), the substrate (100) is placed on the acting surface, and the loading mechanism (300) is connected to the anchor rod (500) to apply a load onto the anchor rod (500), wherein the load may be transferred in a reverse direction to the adjustable base (200) and the substrate (100) by means of the beam (400). Various angles may be achieved by means of the adjustable base (200) to accommodate the various slope and angle of a location of the anchor rod (500), such as a side slope and a base pit, so as to prevent the anchor rod (500) from deviating under force or being damaged from being bent during the pulling resistance test. The substrate (100) is used to increase a force bearing area of the anchor rod (500) pulling resistance testing device on the acting surface, thus preventing a rock and soil body at the acting surface from being damaged and preventing the testing results from being distorted.

Description

锚杆抗拔检测装置Anchor rod pull-out detection device 技术领域Technical field
本发明涉及建筑工程领域,更具体地,涉及一种锚杆抗拔检测装置。The present invention relates to the field of building engineering, and more particularly to a bolt pull-out detecting device.
背景技术Background technique
工程中,锚杆作为目前一种主要的加固或支护方式,广泛应用于边坡、基坑、隧道、坝体、煤矿巷道等工程中,对其加固的效果试验检测十分重要。锚杆抗拔检测时,通常用穿心千斤顶和加载反力装置组合作为锚杆抗拔检测装置对锚杆进行拉拔。由于锚杆具有一定范围的倾斜角度,角度通常为15°-35°,现有的锚杆抗拔检测装置难以保证千斤顶施力方向与锚杆的中心轴线完全重合,使得锚杆所受拉拔力均为偏心状态,试验载荷不能反应出锚杆真实受力情况,同时锚杆也会受到一定程度的弯折破坏。此外,现有的锚杆抗拔检测装置对锚杆周围岩土体的压应力作用明显,容易造成岩土体破坏和测试结果“失真”。In the project, as a main reinforcement or support method, the bolt is widely used in slopes, foundation pits, tunnels, dams, coal mine roadways, etc. It is very important to test the effect of reinforcement. When the anchor is pulled out, the anchor rod is usually pulled out by using a combination of a piercing jack and a loading reaction device as a bolt pull-out detecting device. Since the bolt has a certain range of inclination angle, the angle is usually 15°-35°, and the existing bolt pull-out detecting device is difficult to ensure that the direction of the jack pushing force completely coincides with the central axis of the anchor rod, so that the bolt is pulled. The force is eccentric, the test load can not reflect the actual force of the anchor, and the anchor will also be damaged by a certain degree of bending. In addition, the existing bolt pull-out detection device has obvious effect on the compressive stress of the rock and soil around the anchor rod, which is easy to cause rock and soil damage and the test result is “distorted”.
发明内容Summary of the invention
基于此,本发明在于克服现有技术的缺陷,提供一种锚杆抗拔检测装置。Based on this, the present invention is to overcome the deficiencies of the prior art and to provide a bolt pull-out detecting device.
其技术方案如下:Its technical solutions are as follows:
一种锚杆抗拔检测装置,用于对固定在作用面上的锚杆进行拉拔检测,包括:用于与作用面贴合的基板、可调支座、加载机构和横梁;所述可调支座设于基板上,所述横梁架设于可调支座上,所述加载机构设于横梁上并用于对锚杆施加载荷。上述锚杆抗拔检测装置对锚杆进行拉拔检测时,边坡、基坑等的侧壁表面作为作用面,基板置于作用面上,加载机构与锚杆连接并对锚杆施加载荷,载荷通过横梁反向传递至可调支座和基板上。采用可调支座能够调节不同角度以适应锚杆所在的边坡、基坑等的各种坡度和角度,避 免锚杆在抗拔测试中受力偏离和弯折破坏的情况的发生,同时采用基板增大了锚杆抗拔检测装置对作用面的受力面积,避免了作用面处的岩土体的破坏和测试结果的“失真”。The utility model relates to a bolt pull-out detecting device, which is used for pulling and detecting a bolt fixed on an active surface, comprising: a substrate for bonding with an active surface, an adjustable support, a loading mechanism and a beam; The adjustment seat is disposed on the substrate, the beam is mounted on the adjustable support, and the loading mechanism is disposed on the beam and used to apply a load to the anchor. When the anchor rod pull-out detecting device performs the pull-out detection on the anchor rod, the side wall surface of the slope, the foundation pit and the like serves as an action surface, the substrate is placed on the action surface, and the loading mechanism is connected with the anchor rod and applies a load to the anchor rod. The load is transmitted back through the beam to the adjustable support and the substrate. The adjustable support can adjust different angles to adapt to various slopes and angles of the slope, foundation pit, etc. where the anchor is located, avoiding The occurrence of force deviation and bending failure of the anchor-free rod in the pull-out test occurs, and the use of the substrate increases the force-receiving area of the action surface of the bolt pull-out detecting device, thereby avoiding the rock and soil body at the action surface. Destruction and "distortion" of test results.
在其中一个实施例中,所述基板和可调支座为两组,分别设于锚杆两侧,所述横梁横跨于两组可调支座之间。加载机构设于横梁的对称中心上,横梁的对称中心与锚杆的中心轴线重合。In one embodiment, the base plate and the adjustable support are two sets, which are respectively disposed on two sides of the anchor rod, and the cross beam spans between the two sets of adjustable supports. The loading mechanism is placed on the symmetrical center of the beam, and the center of symmetry of the beam coincides with the central axis of the anchor.
在其中一个实施例中,锚杆中心与基板邻近锚杆一侧边缘之间的距离大于等于基板的宽度且大于1m,保证检测试验可靠进行。In one of the embodiments, the distance between the center of the anchor and the side edge of the substrate adjacent to the anchor is greater than or equal to the width of the substrate and greater than 1 m, ensuring reliable detection testing.
在其中一个实施例中,所述可调支座包括底板、承载板和螺纹杆,所述底板的第一端与承载板的第一端转动连接,所述底板的第二端与所述螺纹杆的一端转动连接,所述承载板的第二端设有长孔,所述螺纹杆的另一端穿过承载板的长孔并固定。根据锚杆的倾斜角度,调节承载板与锚杆的中心轴线垂直,保证拉拔力的作用线与锚杆的中心轴线重合。所述长孔的长度大于螺纹杆的直径,使得螺纹杆可长孔的长度范围内摆动。当调整好角度后,调整螺纹杆与承载板垂直,并用紧固螺母将螺纹杆固定于承载板上。In one embodiment, the adjustable support comprises a bottom plate, a carrier plate and a threaded rod, the first end of the bottom plate being rotatably coupled to the first end of the carrier plate, the second end of the bottom plate and the thread One end of the rod is rotatably connected, and the second end of the carrier plate is provided with a long hole, and the other end of the threaded rod passes through the long hole of the carrier plate and is fixed. According to the inclination angle of the anchor rod, the adjustment bearing plate is perpendicular to the central axis of the anchor rod, and the action line of the pulling force is coincident with the central axis of the anchor rod. The length of the elongated hole is greater than the diameter of the threaded rod such that the threaded rod can swing over a length of the elongated hole. After adjusting the angle, adjust the threaded rod perpendicular to the carrier plate and fasten the threaded rod to the carrier plate with a fastening nut.
在其中一个实施例中,所述可调支座的底板和承载板为中空长方体结构,所述中空长方体结构内间隔设有肋板,加固了中空长方体结构,能够承受较大的载荷。In one embodiment, the bottom plate and the carrier plate of the adjustable support are hollow rectangular parallelepiped structures, and the hollow rectangular parallelepiped structure is internally provided with ribs to reinforce the hollow rectangular parallelepiped structure and can withstand large loads.
在其中一个实施例中,所述长孔和螺纹杆为多个,且长孔和螺纹杆沿着底板或者承载板的宽度方向均匀间隔设置,提高装置的可靠性。In one embodiment, the long hole and the threaded rod are plural, and the long hole and the threaded rod are evenly spaced along the width direction of the bottom plate or the carrier plate, thereby improving the reliability of the device.
在其中一个实施例中,所述基板的面积大于所述可调支座的底板的面积,使得底板完全位于基板上,且可调支座的底板位于基板的中间位置。In one embodiment, the area of the substrate is larger than the area of the bottom plate of the adjustable support such that the bottom plate is completely on the substrate, and the bottom plate of the adjustable support is located at an intermediate position of the substrate.
在其中一个实施例中,所述横梁为两块,两块横梁间隔且平行横跨于两组可调支座之间,所述两块横梁的两端置于可调支座的承载板上,锚杆的中心轴线位于两块横梁之间。 In one embodiment, the beam is two pieces, and the two beams are spaced apart and parallel across the two sets of adjustable supports, and the two ends of the two beams are placed on the carrier plate of the adjustable support. The central axis of the anchor is located between the two beams.
在其中一个实施例中,所述加载机构与横梁之间设有垫板,用于传力支撑,将加载机构施加的载荷均匀地传至横梁上。In one embodiment, a pad is provided between the loading mechanism and the beam for transmitting the force, and the load applied by the loading mechanism is uniformly transmitted to the beam.
在其中一个实施例中,所述加载机构为千斤顶,千斤顶的下端与锚杆连接。In one embodiment, the loading mechanism is a jack, and the lower end of the jack is coupled to the anchor.
本发明的有益效果在于:The beneficial effects of the invention are:
上述锚杆抗拔检测装置对锚杆进行拉拔检测时,边坡、基坑等的侧壁表面作为作用面,基板置于作用面上,加载机构与锚杆连接并对锚杆施加载荷,载荷通过横梁反向传递至可调支座和基板上。采用可调支座能够调节不同角度以适应锚杆所在的边坡、基坑等的各种坡度和角度,避免锚杆在抗拔测试中受力偏离和弯折破坏的情况的发生,同时采用基板增大了锚杆抗拔检测装置对作用面的受力面积,避免了作用面处的岩土体的破坏和测试结果的“失真”。When the anchor rod pull-out detecting device performs the pull-out detection on the anchor rod, the side wall surface of the slope, the foundation pit and the like serves as an action surface, the substrate is placed on the action surface, and the loading mechanism is connected with the anchor rod and applies a load to the anchor rod. The load is transmitted back through the beam to the adjustable support and the substrate. The adjustable support can adjust different angles to adapt to various slopes and angles of the slope, foundation pit, etc. where the anchor is located, and avoid the occurrence of force deviation and bending damage of the anchor in the pull-out test, and adopt The substrate increases the stress area of the action surface of the anchor pull-out detection device, and avoids the damage of the rock and soil at the action surface and the "distortion" of the test result.
加载机构设于横梁的对称中心上,横梁的对称中心与锚杆的中心轴线重合。根据锚杆的倾斜角度,调节承载板与锚杆的中心轴线垂直,保证拉拔力的作用线与锚杆的中心轴线重合。所述长孔的长度大于螺纹杆的直径,使得螺纹杆可在长孔的长度范围内摆动。当调整好角度后,调整螺纹杆与承载板垂直,并用紧固螺母将螺纹杆固定于承载板上。The loading mechanism is placed on the symmetrical center of the beam, and the center of symmetry of the beam coincides with the central axis of the anchor. According to the inclination angle of the anchor rod, the adjustment bearing plate is perpendicular to the central axis of the anchor rod, and the action line of the pulling force is coincident with the central axis of the anchor rod. The length of the elongated hole is greater than the diameter of the threaded rod such that the threaded rod can swing over the length of the elongated hole. After adjusting the angle, adjust the threaded rod perpendicular to the carrier plate and fasten the threaded rod to the carrier plate with a fastening nut.
附图说明DRAWINGS
图1为本发明的锚杆抗拔检测装置俯视图;Figure 1 is a top plan view of the bolt pull-out detecting device of the present invention;
图2为本发明的锚杆抗拔检测装置的可调支座结构示意图。2 is a schematic view showing the structure of an adjustable support of the bolt pull-out detecting device of the present invention.
附图标记说明:Description of the reference signs:
100、基板;200、可调支座;210、底板;220、承载板;221、长孔;230、螺纹杆;240、第一铰接机构;250、第二铰接机构;260、肋板;270、紧固 螺母;300、加载机构;400、横梁;500、锚杆;600、垫板。100, substrate; 200, adjustable support; 210, bottom plate; 220, carrier plate; 221, long hole; 230, threaded rod; 240, first hinge mechanism; 250, second hinge mechanism; 260, rib; Fastening Nut; 300, loading mechanism; 400, beam; 500, anchor; 600, pad.
具体实施方式detailed description
为使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及具体实施方式,对本发明进行进一步的详细说明。应当理解的是,此处所描述的具体实施方式仅用以解释本发明,并不限定本发明的保护范围。The present invention will be further described in detail below with reference to the drawings and specific embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the scope of the invention.
如图1所示的一种锚杆抗拔检测装置,用于对设置在边坡、基坑等场所的锚杆500进行拉拔检测。锚杆500与边坡、基坑等的侧壁表面之间具有一定的倾斜角度。所述的锚杆抗拔检测装置包括基板100、可调支座200、加载机构300和横梁400。所述可调支座200设于基板100上,所述横梁400架设于可调支座200上,所述加载机构300设于横梁400上并用于对锚杆施加载荷。As shown in FIG. 1 , a bolt pull-out detecting device is used for pulling and detecting a bolt 500 disposed at a slope, a foundation pit or the like. The anchor 500 has a certain inclination angle with the side wall surface of the slope, the foundation pit or the like. The bolt pull-out detecting device comprises a substrate 100, an adjustable support 200, a loading mechanism 300 and a beam 400. The adjustable support 200 is disposed on the substrate 100. The beam 400 is mounted on the adjustable support 200. The loading mechanism 300 is disposed on the beam 400 and used to apply a load to the anchor.
上述锚杆抗拔检测装置对锚杆500进行拉拔检测时,边坡、基坑等的侧壁表面作为作用面,基板100置于作用面上,加载机构300与锚杆500连接并对锚杆500施加载荷,载荷通过横梁400反向传递至可调支座200和基板100上。采用可调支座200能够调节不同角度以适应锚杆500所在的边坡、基坑等的各种坡度和角度,避免锚杆500在抗拔测试中受力偏离和弯折破坏的情况的发生,同时采用基板100增大了锚杆抗拔检测装置对作用面的受力面积,避免了作用面处的岩土体的破坏和测试结果的“失真”。When the anchor rod pull-out detecting device performs the pull-out detection on the anchor rod 500, the side wall surface of the slope, the foundation pit or the like serves as an action surface, the substrate 100 is placed on the action surface, and the loading mechanism 300 is connected with the anchor rod 500 and the anchor The rod 500 applies a load that is reversely transmitted through the beam 400 to the adjustable support 200 and the substrate 100. The adjustable support 200 can adjust different angles to adapt to various slopes and angles of the slope, foundation pit and the like where the anchor 500 is located, and avoid the occurrence of force deviation and bending damage of the anchor 500 in the pull-out test. At the same time, the use of the substrate 100 increases the stress area of the action surface of the anchor pull-out detection device, thereby avoiding the damage of the rock and soil at the action surface and the "distortion" of the test result.
所述基板100和可调支座200为两组,分别设于锚杆500两侧,所述横梁400横跨于两组可调支座200之间。加载机构300设于横梁400的对称中心上,横梁400的对称中心与锚杆500的中心轴线重合。The substrate 100 and the adjustable support 200 are two sets, which are respectively disposed on two sides of the anchor 500, and the cross beam 400 spans between the two sets of adjustable supports 200. The loading mechanism 300 is disposed on the center of symmetry of the beam 400, and the center of symmetry of the beam 400 coincides with the central axis of the anchor 500.
锚杆500中心与基板100邻近锚杆500一侧边缘之间的距离大于等于基板100的宽度且大于1m,保证检测试验可靠进行。The distance between the center of the anchor 500 and the side edge of the substrate 100 adjacent to the anchor 500 is greater than or equal to the width of the substrate 100 and greater than 1 m, so that the detection test is reliably performed.
如图2所示,所述可调支座200包括底板210、承载板220和螺纹杆230, 所述底板210的第一端与承载板220的第一端通过第一铰接机构240转动连接,所述底板210的第二端与所述螺纹杆230的一端通过第二铰接机构250转动连接。本实施例中第二铰接机构250为铰链支座,铰链支座的支座固定于底板210上,所述承载板220的第二端设有长孔221,所述螺纹杆230一端与底板210第二端的第二铰接机构250铰接,另一端穿过承载板220的长孔221并固定。根据锚杆500的倾斜角度,调节承载板220与锚杆500的中心轴线垂直,保证拉拔力的作用线与锚杆500的中心轴线重合。As shown in FIG. 2, the adjustable support 200 includes a bottom plate 210, a carrier plate 220 and a threaded rod 230. The first end of the bottom plate 210 and the first end of the carrier plate 220 are rotatably connected by a first hinge mechanism 240. The second end of the bottom plate 210 is rotatably connected to one end of the threaded rod 230 by a second hinge mechanism 250. In this embodiment, the second hinge mechanism 250 is a hinge support, and the support of the hinge support is fixed on the bottom plate 210. The second end of the support plate 220 is provided with a long hole 221, and one end of the threaded rod 230 and the bottom plate 210 The second hinge mechanism 250 of the second end is hinged, and the other end passes through the long hole 221 of the carrier plate 220 and is fixed. According to the inclination angle of the anchor 500, the adjustment carrier plate 220 is perpendicular to the central axis of the anchor 500, and the action line of the pulling force is coincident with the central axis of the anchor 500.
所述可调支座200的底板210和承载板220为顶面和底面为钢板的中空长方体结构,所述中空长方体结构内间隔设有肋板260。所述长方体结构的顶面和底面均为钢板,顶面和底面的钢板之间均匀间隔设有肋板260,所述肋板260呈井字状布置或网状布置,加固了长方体结构,能够承受较大的载荷。The bottom plate 210 and the carrier plate 220 of the adjustable support 200 are hollow rectangular parallelepiped structures in which the top surface and the bottom surface are steel plates, and the hollow rectangular parallelepiped structure is internally provided with rib plates 260. The top surface and the bottom surface of the rectangular parallelepiped structure are steel plates, and rib plates 260 are evenly spaced between the steel plates of the top surface and the bottom surface, and the rib plates 260 are arranged in a trapezoidal shape or a mesh shape to reinforce the rectangular parallelepiped structure. Withstand large loads.
所述基板100的面积大于所述可调支座200的底板210的面积,使得底板210完全位于基板100上,且可调支座200的底板210位于基板100的中间位置。The area of the substrate 100 is larger than the area of the bottom plate 210 of the adjustable support 200 such that the bottom plate 210 is completely located on the substrate 100, and the bottom plate 210 of the adjustable support 200 is located at an intermediate position of the substrate 100.
本实施例中,所述长孔221的长度大于螺纹杆230的直径,使得螺纹杆230可绕着第二铰接机构250在长孔221的长度范围内摆动。当调整好角度后,调整螺纹杆230与承载板220垂直,并用紧固螺母270将螺纹杆230固定于承载板220上。In this embodiment, the length of the long hole 221 is larger than the diameter of the threaded rod 230, so that the threaded rod 230 can swing around the length of the long hole 221 around the second hinge mechanism 250. After the angle is adjusted, the adjustment threaded rod 230 is perpendicular to the carrier plate 220, and the threaded rod 230 is fixed to the carrier plate 220 by a fastening nut 270.
第一铰接机构240、第二铰接机构250、长孔221和螺纹杆230有多个,一实施例中所述第一铰接机构240、第二铰接机构250、长孔221和螺纹杆230均为三组,且第一铰接机构240、第二铰接机构250、长孔221和螺纹杆230沿着底板210或者承载板220的宽度方向均匀间隔设置,提高装置的可靠性。There are a plurality of first hinge mechanism 240, second hinge mechanism 250, long hole 221 and threaded rod 230. In one embodiment, the first hinge mechanism 240, the second hinge mechanism 250, the long hole 221 and the threaded rod 230 are both Three sets, and the first hinge mechanism 240, the second hinge mechanism 250, the long hole 221 and the threaded rod 230 are evenly spaced along the width direction of the bottom plate 210 or the carrier plate 220, thereby improving the reliability of the device.
一实施例中所述横梁400为两块,两块横梁400间隔且平行横跨于两组可调支座200之间,所述两块横梁400的两端置于可调支座200的承载板220 上,锚杆500的中心轴线位于两块横梁400之间。In one embodiment, the beam 400 is two pieces, and the two beams 400 are spaced apart and parallel across the two sets of adjustable supports 200. The two ends of the two beams 400 are placed on the support of the adjustable support 200. Board 220 Upper, the central axis of the anchor 500 is located between the two beams 400.
一实施例中所述加载机构300与横梁400之间设有垫板600,用于传力支撑,将加载机构300施加的载荷均匀地传至横梁400上。In one embodiment, a pad 600 is disposed between the loading mechanism 300 and the beam 400 for transmitting the force, and the load applied by the loading mechanism 300 is uniformly transmitted to the beam 400.
一实施例中所述加载机构300为千斤顶,千斤顶的下端与锚杆500连接。由千斤顶对锚杆500施加载荷,横梁400将载荷反力传至可调支座200和基板100以及周围岩土层中。In one embodiment, the loading mechanism 300 is a jack, and the lower end of the jack is connected to the anchor 500. A load is applied to the anchor 500 by the jack, and the beam 400 transmits the load reaction force to the adjustable support 200 and the substrate 100 and the surrounding rock layer.
以上所述实施例的各技术特征可以进行任意的组合,为使描述简洁,未对上述实施例中的各个技术特征所有可能的组合都进行描述,然而,只要这些技术特征的组合不存在矛盾,都应当认为是本说明书记载的范围。The technical features of the above-described embodiments may be arbitrarily combined. For the sake of brevity of description, all possible combinations of the technical features in the above embodiments are not described. However, as long as there is no contradiction between the combinations of these technical features, All should be considered as the scope of this manual.
以上所述实施例仅表达了本发明的几种实施方式,其描述较为具体和详细,但并不能因此而理解为对发明专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形和改进,这些都属于本发明的保护范围。因此,本发明专利的保护范围应以所附权利要求为准。 The above-described embodiments are merely illustrative of several embodiments of the present invention, and the description thereof is more specific and detailed, but is not to be construed as limiting the scope of the invention. It should be noted that a number of variations and modifications may be made by those skilled in the art without departing from the spirit and scope of the invention. Therefore, the scope of the invention should be determined by the appended claims.

Claims (9)

  1. 一种锚杆抗拔检测装置,用于对固定在作用面上的锚杆进行拉拔检测,其特征在于,包括:用于与作用面贴合的基板、可调支座、加载机构和横梁;所述可调支座设于基板上,所述横梁架设于可调支座上,所述加载机构设于横梁上并用于对锚杆施加载荷。The utility model relates to a bolt pull-out detecting device, which is used for pulling and detecting a bolt fixed on an active surface, and is characterized in that: a substrate for adapting to an action surface, an adjustable support, a loading mechanism and a beam The adjustable support is disposed on the substrate, the beam is mounted on the adjustable support, and the loading mechanism is disposed on the beam and used to apply a load to the anchor.
  2. 根据权利要求1所述的锚杆抗拔检测装置,其特征在于,所述基板和可调支座为两组,分别设于锚杆两侧,所述横梁横跨于两组可调支座之间。The bolt pull-out detecting device according to claim 1, wherein the base plate and the adjustable support are two groups, which are respectively disposed on two sides of the anchor rod, and the cross beam spans two sets of adjustable support bases. between.
  3. 根据权利要求2所述的锚杆抗拔检测装置,其特征在于,锚杆中心与基板邻近锚杆一侧边缘之间的距离大于等于基板的宽度且大于1m。The bolt pull-out detecting device according to claim 2, wherein a distance between a center of the anchor and a side edge of the substrate adjacent to the anchor is greater than or equal to a width of the substrate and greater than 1 m.
  4. 根据权利要求1所述的锚杆抗拔检测装置,其特征在于,所述可调支座包括底板、承载板和螺纹杆,所述底板的第一端与承载板的第一端转动连接,所述底板的第二端与所述螺纹杆的一端转动连接,所述承载板的第二端设有长孔,所述螺纹杆的另一端穿过承载板的长孔并固定。The bolt pull-out detecting device according to claim 1, wherein the adjustable support comprises a bottom plate, a carrier plate and a threaded rod, and the first end of the bottom plate is rotatably connected to the first end of the carrier plate, The second end of the bottom plate is rotatably connected to one end of the threaded rod, and the second end of the carrying plate is provided with an elongated hole, and the other end of the threaded rod passes through the long hole of the carrying plate and is fixed.
  5. 根据权利要求4所述的锚杆抗拔检测装置,其特征在于,所述可调支座的底板和承载板为中空长方体结构,所述中空长方体结构内间隔设有肋板。The bolt pull-out detecting device according to claim 4, wherein the bottom plate and the carrier plate of the adjustable support are hollow rectangular parallelepiped structures, and the hollow rectangular parallelepiped structure is internally provided with ribs.
  6. 根据权利要求4所述的锚杆抗拔检测装置,其特征在于,所述长孔和螺纹杆为多个,且长孔和螺纹杆沿着底板或者承载板的宽度方向均匀间隔设置。The bolt pull-out detecting device according to claim 4, wherein the long hole and the threaded rod are plural, and the long hole and the threaded rod are evenly spaced along the width direction of the bottom plate or the carrier plate.
  7. 根据权利要求4所述的锚杆抗拔检测装置,其特征在于,所述基板的面积大于所述可调支座的底板的面积。The bolt pull-out detecting device according to claim 4, wherein an area of the substrate is larger than an area of the bottom plate of the adjustable support.
  8. 根据权利要求2-7任一项所述的锚杆抗拔检测装置,其特征在于,所述横梁为两块,两块横梁间隔且平行横跨于两组可调支座之间,锚杆的中心轴线位于两块横梁之间。The bolt pull-out detecting device according to any one of claims 2-7, wherein the beam is two pieces, and the two beams are spaced apart and parallel across the two sets of adjustable supports, the anchor rod The central axis is located between the two beams.
  9. 根据权利要求8所述的锚杆抗拔检测装置,其特征在于,所述加载机 The bolt pull-out detecting device according to claim 8, wherein the loader
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CN109187170B (en) * 2018-11-14 2024-03-15 山东大学 Device and method for testing limit drawing of anchor plate under plane strain condition
CN109798141A (en) * 2019-01-25 2019-05-24 武汉科技大学 A kind of inclined-plane anchor rod pallet board of adjustable angle
CN109798141B (en) * 2019-01-25 2024-01-09 武汉科技大学 Angle-adjustable inclined plane anchor rod tray
CN111103195A (en) * 2019-12-24 2020-05-05 中铁高新工业股份有限公司 Large-section horseshoe-shaped duct piece stress characteristic and structure bearing capacity test device
CN111751226A (en) * 2020-07-06 2020-10-09 华侨大学 Testing device for bending resistance, bearing capacity and deformation performance of rammed soil and wood beam node and using method thereof
CN112014220A (en) * 2020-08-26 2020-12-01 中交第二航务工程局有限公司 Leveling device for anchor rod drawing detection and construction method
CN112881180A (en) * 2021-03-26 2021-06-01 青岛理工大学 Device and method for rapidly detecting uplift bearing capacity of non-metal anchor rod
CN115219089B (en) * 2022-08-19 2023-03-31 惠州市建设集团工程建设监理有限公司 Foundation pit monitoring system applied to construction supervision and detection method
CN115219089A (en) * 2022-08-19 2022-10-21 惠州市建设集团工程建设监理有限公司 Foundation pit monitoring system applied to construction supervision and supervision detection method
CN115112484B (en) * 2022-08-30 2022-11-11 徐州东屹建材科技有限公司 Bridge jib tensile strength testing arrangement
CN115112484A (en) * 2022-08-30 2022-09-27 徐州东屹建材科技有限公司 Bridge jib tensile strength testing arrangement
CN116306054A (en) * 2023-05-25 2023-06-23 长江三峡集团实业发展(北京)有限公司 Method, device, equipment and medium for analyzing ultimate pulling resistance of self-anchored socket

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