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CN114673150B - Anchor pipe device - Google Patents

Anchor pipe device Download PDF

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Publication number
CN114673150B
CN114673150B CN202210474495.6A CN202210474495A CN114673150B CN 114673150 B CN114673150 B CN 114673150B CN 202210474495 A CN202210474495 A CN 202210474495A CN 114673150 B CN114673150 B CN 114673150B
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China
Prior art keywords
anchor pipe
anchor
slit
external insertion
pipe
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CN114673150A (en
Inventor
李荐
杨得雷
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CCCC First Highway Engineering Co Ltd
Haiwei Engineering Construction Co Ltd of FHEC of CCCC
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CCCC First Highway Engineering Co Ltd
Haiwei Engineering Construction Co Ltd of FHEC of CCCC
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Priority to CN202210474495.6A priority Critical patent/CN114673150B/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

本发明提供一种锚管装置,涉及施工用具技术领域。该锚管装置包括锚管和驱动组件;锚管的管身设有切缝,切缝的一端和另一端间隔设置,且切缝的两端之间设有弯折处,弯折处用于使切缝形成半封闭的环形结构;锚管的位于切缝的环内空间的管身为外插部,驱动组件的输出端设于锚管内并位于外插部的一侧,驱动组件用于驱动外插部朝向远离锚管内部的方向翘起并插入锚管周侧的土体中。该锚管装置通过在锚管钻入土体的过程中使得切缝处的外插部不翘起,以及在锚管钻入土体中后利用驱动组件而使外插部翘起并插入锚管周侧的土体中,可以在不妨碍锚管钻入土体的前提下,提升锚管与土体之间的锚固强度。

The present invention provides an anchor pipe device, which relates to the technical field of construction tools. The anchor pipe device includes an anchor pipe and a driving assembly; the pipe body of the anchor pipe is provided with a slit, one end and the other end of the slit are arranged at intervals, and a bend is provided between the two ends of the slit, and the bend is used to make the slit form a semi-closed annular structure; the pipe body of the anchor pipe located in the annular space of the slit is an external insertion part, the output end of the driving assembly is arranged in the anchor pipe and on one side of the external insertion part, and the driving assembly is used to drive the external insertion part to tilt in a direction away from the inside of the anchor pipe and insert it into the soil body around the anchor pipe. The anchor pipe device can improve the anchoring strength between the anchor pipe and the soil body without hindering the anchor pipe from drilling into the soil body by preventing the external insertion part at the slit from tilting during the process of the anchor pipe drilling into the soil body, and by using the driving assembly to tilt the external insertion part and insert it into the soil body around the anchor pipe after the anchor pipe is drilled into the soil body.

Description

锚管装置Anchor pipe device

技术领域Technical Field

本发明涉及施工用具技术领域,尤其是涉及一种锚管装置。The invention relates to the technical field of construction tools, in particular to an anchor pipe device.

背景技术Background technique

锚管是一种能够对土体进行加固的施工构件,在使用锚管时,需将锚管打设入土体内。An anchor pipe is a construction component that can reinforce the soil. When using the anchor pipe, it needs to be driven into the soil.

为防止土体内的锚管在自重作用下自动钻入土体中,从而失去对土体的加固效果,现有的锚管外壁通常焊接设有倒刺,倒刺可以提升锚管与土体之间的锚固强度,从而提升锚管的稳定性。In order to prevent the anchor pipe in the soil from automatically drilling into the soil under the action of its own weight, thereby losing the reinforcement effect on the soil, the outer wall of the existing anchor pipe is usually welded with barbs, which can increase the anchoring strength between the anchor pipe and the soil, thereby improving the stability of the anchor pipe.

但倒刺通常会对锚管钻入土体中的过程造成阻碍,从而降低锚管的施工效率。However, the barbs usually hinder the process of the anchor pipe drilling into the soil, thereby reducing the construction efficiency of the anchor pipe.

发明内容Summary of the invention

本发明的目的在于提供一种锚管装置,以缓解现有技术中存在的锚管外壁通常焊接设有倒刺,倒刺会对锚管钻入土体中的过程造成阻碍,从而降低锚管的施工效率技术问题。The purpose of the present invention is to provide an anchor pipe device to alleviate the technical problem in the prior art that the outer wall of the anchor pipe is usually welded with barbs, which hinder the process of the anchor pipe drilling into the soil, thereby reducing the construction efficiency of the anchor pipe.

第一方面,本发明提供一种锚管装置,包括锚管和驱动组件;In a first aspect, the present invention provides an anchor pipe device, comprising an anchor pipe and a drive assembly;

所述锚管的管身设有切缝,所述切缝的一端和另一端间隔设置,且所述切缝的两端之间设有弯折处,所述弯折处用于使所述切缝形成半封闭的环形结构;The anchor pipe body is provided with a slit, one end and the other end of the slit are arranged at intervals, and a bend is provided between the two ends of the slit, and the bend is used to form the slit into a semi-closed annular structure;

所述锚管的位于所述切缝的环内空间的管身为外插部,所述驱动组件的输出端设于所述锚管内并位于所述外插部的一侧,所述驱动组件用于驱动所述外插部朝向远离所述锚管内部的方向翘起并插入所述锚管周侧的土体中。The tube body of the anchor pipe located in the inner space of the cut is an external insertion part, and the output end of the drive component is arranged in the anchor pipe and located on one side of the external insertion part. The drive component is used to drive the external insertion part to tilt in a direction away from the inside of the anchor pipe and insert into the soil around the anchor pipe.

在可选的实施方式中,所述外插部包括连接端和翘起端,所述连接端位于所述切缝的两端之间,所述翘起端能够远离所述锚管内部方向移动;In an optional embodiment, the external insertion portion includes a connecting end and a tilting end, the connecting end is located between the two ends of the slit, and the tilting end can move away from the inner direction of the anchor pipe;

所述锚管包括首端和后于首端钻入土体内的尾端,所述锚管的首端、尾端、所述连接端和所述翘起端在所述锚管的中轴线上的投影中,所述翘起端的投影位于所述连接端的投影和所述锚管的首端的投影之间。The anchor pipe comprises a head end and a tail end drilled into the soil after the head end. In the projections of the head end, tail end, connecting end and tilted end of the anchor pipe on the central axis of the anchor pipe, the projection of the tilted end is located between the projection of the connecting end and the projection of the head end of the anchor pipe.

在可选的实施方式中,所述切缝的弯折处的内角为锐角。In an optional embodiment, the inner angle of the bend of the slit is an acute angle.

在可选的实施方式中,所述驱动组件包括伸缩机构,所述伸缩机构包括移动端,所述伸缩机构能够伸缩以带动所述移动端移动;In an optional embodiment, the driving assembly includes a telescopic mechanism, the telescopic mechanism includes a moving end, and the telescopic mechanism can be telescoped to drive the moving end to move;

所述移动端能够与所述外插部的内壁抵接,所述移动端用于在移动过程中推动所述外插部朝向远离所述锚管内部的方向翘起。The movable end can abut against the inner wall of the external insertion portion, and the movable end is used to push the external insertion portion to tilt in a direction away from the interior of the anchor pipe during the movement process.

在可选的实施方式中,所述伸缩机构包括多个连杆,多个所述连杆依次首尾铰接以形成环形的连杆机构,所述移动端设于所述连杆机构的相邻两连杆之间的铰接处,所述连杆机构能够在外力驱动下变形以带动所述移动端移动。In an optional embodiment, the telescopic mechanism includes a plurality of connecting rods, which are hinged end to end in sequence to form a ring-shaped connecting rod mechanism, and the movable end is arranged at a hinge between two adjacent connecting rods of the connecting rod mechanism. The connecting rod mechanism can be deformed under external force to drive the movable end to move.

在可选的实施方式中,所述连杆机构上设有固定部和能够相对所述固定部移动的移动部;In an optional embodiment, the link mechanism is provided with a fixed portion and a movable portion capable of moving relative to the fixed portion;

所述驱动组件还包括轴向移动件,所述轴向移动件与所述移动部连接,所述轴向移动件用于驱动所述移动部相对所述固定部沿所述连杆机构的高度方向移动,以带动所述连杆机构变形。The driving assembly further comprises an axial moving member connected to the moving part, and the axial moving member is used to drive the moving part to move relative to the fixed part along the height direction of the connecting rod mechanism to drive the connecting rod mechanism to deform.

在可选的实施方式中,所述驱动组件还包括固定件,所述固定件与所述固定部连接,用于支撑所述固定部保持固定。In an optional embodiment, the driving assembly further includes a fixing member, which is connected to the fixing portion and is used to support the fixing portion to remain fixed.

在可选的实施方式中,所述轴向移动件和所述固定件均为杆状,所述轴向移动件的一端与所述移动部连接,另一端伸出于所述锚管外;In an optional embodiment, the axial moving member and the fixing member are both rod-shaped, one end of the axial moving member is connected to the moving part, and the other end extends out of the anchor tube;

所述固定件的一端与所述固定部连接,另一端靠近所述轴向移动件的伸出于所述锚管外的端部设置。One end of the fixing member is connected to the fixing portion, and the other end is arranged close to the end of the axial moving member extending out of the anchor pipe.

在可选的实施方式中,所述固定部和所述移动部沿所述连杆机构的高度方向间隔设置,且所述固定部设有穿孔;In an optional embodiment, the fixed portion and the movable portion are arranged at intervals along the height direction of the link mechanism, and the fixed portion is provided with a through hole;

所述固定件为管状,所述固定件的端部与所述固定部的穿孔连通;The fixing piece is tubular, and the end of the fixing piece is connected to the through hole of the fixing part;

所述轴向移动件套设于所述固定件内,且所述轴向移动件的靠近所述移动部的端部穿过所述固定部的穿孔后与所述移动部连接。The axial moving member is sleeved in the fixing member, and the end of the axial moving member close to the moving part passes through the through hole of the fixing part and is connected to the moving part.

在可选的实施方式中,沿所述锚管的轴向,所述锚管的管身设有多个所述外插部,且任一组相邻的两个所述外插部的翘起端相互抵接。In an optional embodiment, along the axial direction of the anchor pipe, the body of the anchor pipe is provided with a plurality of the external insertion parts, and the raised ends of any group of two adjacent external insertion parts abut against each other.

在可选的实施方式中,沿所述锚管的周向,所述锚管的管身设有多个所述外插部。In an optional embodiment, the anchor pipe body is provided with a plurality of the external insertion parts along the circumference of the anchor pipe.

本发明提供的锚管装置包括锚管和驱动组件;锚管的管身设有切缝,切缝的一端和另一端间隔设置,且切缝的两端之间设有弯折处,弯折处用于使切缝形成半封闭的环形结构;锚管的位于切缝的环内空间的管身为外插部,驱动组件的输出端设于锚管内并位于外插部的一侧,驱动组件用于驱动外插部朝向远离锚管内部的方向翘起并插入锚管周侧的土体中。在使用该锚管装置时,可以先将锚管打入土体内,此时锚管管身的切缝处的外插部未翘起,因而锚管的管身光滑,外插部不会对锚管钻入土体内的过程造成阻碍,锚管的施工效率可以得到提升。当锚管钻入土体中后,可以将驱动组件的输出端伸入至锚管内,并使得驱动组件的输出端位于外插部的一侧。继而可以启动驱动组件,利用驱动组件输出端输出的动力驱动外插部朝向远离锚管内部的方向翘起,外插部翘起后即可插入锚管周侧的土体中,进而可以提升锚管和土体之间的锚固强度,有效保证锚管在土体内的稳定性。The anchor pipe device provided by the present invention includes an anchor pipe and a driving assembly; the pipe body of the anchor pipe is provided with a slit, one end and the other end of the slit are arranged at intervals, and a bend is provided between the two ends of the slit, and the bend is used to make the slit form a semi-closed annular structure; the pipe body of the anchor pipe located in the annular space of the slit is an external insertion part, the output end of the driving assembly is arranged in the anchor pipe and is located on one side of the external insertion part, and the driving assembly is used to drive the external insertion part to tilt in a direction away from the inside of the anchor pipe and insert into the soil body around the anchor pipe. When using the anchor pipe device, the anchor pipe can be driven into the soil body first, at this time, the external insertion part at the slit of the anchor pipe body is not tilted, so the pipe body of the anchor pipe is smooth, the external insertion part will not hinder the process of the anchor pipe drilling into the soil body, and the construction efficiency of the anchor pipe can be improved. After the anchor pipe is drilled into the soil body, the output end of the driving assembly can be extended into the anchor pipe, and the output end of the driving assembly is located on one side of the external insertion part. Then the driving component can be started, and the power output from the output end of the driving component can be used to drive the external plug-in part to tilt in the direction away from the inside of the anchor pipe. After the external plug-in part is tilted, it can be inserted into the soil around the anchor pipe, thereby improving the anchoring strength between the anchor pipe and the soil, and effectively ensuring the stability of the anchor pipe in the soil.

与现有技术相比,本发明提供的锚管装置通过在锚管钻入土体的过程中使得切缝处的外插部不翘起,以及在锚管钻入土体中后利用驱动组件而使外插部翘起并插入锚管周侧的土体中,可以在不妨碍锚管钻入土体而提升施工效率的前提下,提升锚管与土体之间的锚固强度。Compared with the prior art, the anchor pipe device provided by the present invention can improve the anchoring strength between the anchor pipe and the soil without hindering the anchor pipe from drilling into the soil and improving the construction efficiency by preventing the outer plug-in portion at the cut from curling up during the process of the anchor pipe drilling into the soil and using a driving assembly to make the outer plug-in portion curl up and insert into the soil around the anchor pipe after the anchor pipe is drilled into the soil.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

为了更清楚地说明本发明具体实施方式或现有技术中的技术方案,下面将对具体实施方式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,下面描述中的附图是本发明的一些实施方式,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他的附图。In order to more clearly illustrate the specific implementation methods of the present invention or the technical solutions in the prior art, the drawings required for use in the specific implementation methods or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some implementation methods of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

图1为本发明实施例提供的锚管装置中的锚管的结构示意图;FIG1 is a schematic structural diagram of an anchor pipe in an anchor pipe device provided by an embodiment of the present invention;

图2为本发明实施例提供的锚管装置的结构示意图;FIG2 is a schematic structural diagram of an anchor pipe device provided in an embodiment of the present invention;

图3为本发明实施例提供的驱动组件的结构示意图;FIG3 is a schematic diagram of the structure of a driving assembly provided in an embodiment of the present invention;

图4为本发明实施例提供的锚管装置的另一结构示意图。FIG. 4 is another schematic structural diagram of the anchor pipe device provided in an embodiment of the present invention.

图标:1-锚管;10-外插部;100-连接端;101-翘起端;11-首端;12-尾端;2-驱动组件;20-伸缩机构;200-移动端;201-固定部;202-移动部;21-轴向移动件;22-固定件;3-切缝。Icons: 1-anchor tube; 10-external insertion part; 100-connecting end; 101-lifting end; 11-head end; 12-tail end; 2-driving assembly; 20-telescopic mechanism; 200-moving end; 201-fixed part; 202-moving part; 21-axial moving part; 22-fixed part; 3-cutting slit.

具体实施方式Detailed ways

为使本发明实施例的目的、技术方案和优点更加清楚,下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明一部分实施例,而不是全部的实施例。通常在此处附图中描述和示出的本发明实施例的组件可以以各种不同的配置来布置和设计。In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Generally, the components of the embodiments of the present invention described and shown in the drawings here can be arranged and designed in various different configurations.

因此,以下对在附图中提供的本发明的实施例的详细描述并非旨在限制要求保护的本发明的范围,而是仅仅表示本发明的选定实施例。基于本发明中的实施例,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他实施例,都属于本发明保护的范围。Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the invention claimed for protection, but merely represents selected embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

下面结合附图,对本发明的一些实施方式作详细说明。在不冲突的情况下,下述的实施例及实施例中的特征可以相互组合。Some embodiments of the present invention are described in detail below in conjunction with the accompanying drawings. In the absence of conflict, the following embodiments and features in the embodiments can be combined with each other.

实施例:Example:

如图1、图2和图3所示,本实施例提供的锚管装置包括锚管1和驱动组件2;锚管1的管身设有切缝3,切缝3的一端和另一端间隔设置,且切缝3的两端之间设有弯折处,弯折处用于使切缝3形成半封闭的环形结构;锚管1的位于切缝3的环内空间的管身为外插部10,驱动组件2的输出端设于锚管1内并位于外插部10的一侧,驱动组件2用于驱动外插部10朝向远离锚管1内部的方向翘起并插入锚管1周侧的土体中。As shown in Figures 1, 2 and 3, the anchor pipe device provided in this embodiment includes an anchor pipe 1 and a driving assembly 2; the pipe body of the anchor pipe 1 is provided with a slit 3, one end and the other end of the slit 3 are arranged at intervals, and a bending part is provided between the two ends of the slit 3, and the bending part is used to make the slit 3 form a semi-closed ring structure; the pipe body of the anchor pipe 1 located in the inner ring space of the slit 3 is an external insertion part 10, and the output end of the driving assembly 2 is arranged in the anchor pipe 1 and on one side of the external insertion part 10, and the driving assembly 2 is used to drive the external insertion part 10 to tilt in a direction away from the inside of the anchor pipe 1 and insert into the soil around the anchor pipe 1.

在使用该锚管装置时,可以先将锚管1打入土体内,此时锚管1管身的切缝3处的外插部10未翘起,因而锚管1的管身光滑,外插部10不会对锚管1钻入土体内的过程造成阻碍,锚管1的施工效率可以得到提升。When using the anchor pipe device, the anchor pipe 1 can be driven into the soil first. At this time, the external insertion part 10 at the cut slit 3 of the anchor pipe 1 is not raised, so the anchor pipe 1 is smooth, and the external insertion part 10 will not hinder the process of the anchor pipe 1 drilling into the soil, so the construction efficiency of the anchor pipe 1 can be improved.

当锚管1钻入土体中后,可以将驱动组件2的输出端伸入至锚管1内,并使得驱动组件2的输出端位于外插部10的一侧。继而可以启动驱动组件2,利用驱动组件2输出端输出的动力驱动外插部10朝向远离锚管1内部的方向翘起,外插部10翘起后即可插入锚管1周侧的土体中,进而可以提升锚管1和土体之间的锚固强度,有效保证锚管1在土体内的稳定性。After the anchor pipe 1 is drilled into the soil, the output end of the driving component 2 can be extended into the anchor pipe 1, and the output end of the driving component 2 can be located on one side of the external plug-in portion 10. Then the driving component 2 can be started, and the power output from the output end of the driving component 2 can be used to drive the external plug-in portion 10 to tilt in a direction away from the inside of the anchor pipe 1. After the external plug-in portion 10 is tilted, it can be inserted into the soil around the anchor pipe 1, thereby improving the anchoring strength between the anchor pipe 1 and the soil, and effectively ensuring the stability of the anchor pipe 1 in the soil.

与现有技术相比,本实施例提供的锚管装置通过在锚管1钻入土体的过程中使得切缝3处的外插部10不翘起,以及在锚管1钻入土体中后利用驱动组件2而使外插部10翘起并插入锚管1周侧的土体中,可以在不妨碍锚管1钻入土体而提升施工效率的前提下,提升锚管1与土体之间的锚固强度。Compared with the prior art, the anchor pipe device provided in this embodiment can improve the anchoring strength between the anchor pipe 1 and the soil without hindering the anchor pipe 1 from drilling into the soil and improving the construction efficiency by preventing the external insertion part 10 at the cut 3 from curling up during the process of the anchor pipe 1 drilling into the soil, and using the driving component 2 to make the external insertion part 10 curl up and insert into the soil around the anchor pipe 1 after the anchor pipe 1 drills into the soil.

如图1和图2所示,外插部10包括连接端100和翘起端101,连接端100位于切缝3的两端之间,翘起端101能够远离锚管1内部方向移动;锚管1包括首端11和后于首端11钻入土体内的尾端12,锚管1的首端11、尾端12、连接端100和翘起端101在锚管1的中轴线上的投影中,翘起端101的投影位于连接端100的投影和锚管1的首端11的投影之间。As shown in Figures 1 and 2, the external insertion part 10 includes a connecting end 100 and a tilted end 101, the connecting end 100 is located between the two ends of the slit 3, and the tilted end 101 can move away from the inner direction of the anchor pipe 1; the anchor pipe 1 includes a head end 11 and a tail end 12 drilled into the soil after the head end 11, and in the projections of the head end 11, the tail end 12, the connecting end 100 and the tilted end 101 of the anchor pipe 1 on the central axis of the anchor pipe 1, the projection of the tilted end 101 is located between the projection of the connecting end 100 and the projection of the head end 11 of the anchor pipe 1.

在实际应用中,外插部10被驱动组件2驱动而翘起后,外插部10更易于与锚管1的管身呈锐角设置。因而当翘起端101的投影位于连接端100的投影和锚管1的首端11的投影之间时,外插部10翘起后与锚管1之间形成的锐角夹角会朝向锚管1的首端11,此时外插部10不仅可以提升锚管1和土体之间的锚固强度,且可以在锚管1因自重而具有自动下沉趋势时,有效阻碍锚管1的下沉趋势,从而有效提升锚管1在土体内的稳定性。In actual application, after the external plug-in part 10 is driven by the driving assembly 2 to tilt up, the external plug-in part 10 is more likely to be set at an acute angle with the pipe body of the anchor pipe 1. Therefore, when the projection of the tilted end 101 is located between the projection of the connection end 100 and the projection of the head end 11 of the anchor pipe 1, the acute angle formed between the external plug-in part 10 and the anchor pipe 1 after tilting up will be toward the head end 11 of the anchor pipe 1. At this time, the external plug-in part 10 can not only improve the anchoring strength between the anchor pipe 1 and the soil, but also effectively hinder the sinking trend of the anchor pipe 1 when the anchor pipe 1 has a tendency to automatically sink due to its own weight, thereby effectively improving the stability of the anchor pipe 1 in the soil.

需要说明的是,为减少现有的锚管上的倒刺对锚管钻入土体过程的阻碍,现有的锚管上的倒刺通常与锚管之间呈锐角设置,且该倒刺与锚管之间的锐角夹角朝向锚管的尾端。但现有的倒刺可以减少对锚管造成的阻碍,然而不能有效防止锚固在土体内自动下沉,因而相较于现有的锚管上的倒刺,本实施例提供的锚管装置中的外插部10还可以有效防止锚管1自动下沉。It should be noted that, in order to reduce the hindrance of the barbs on the existing anchor pipe to the process of the anchor pipe drilling into the soil, the barbs on the existing anchor pipe are usually arranged at an acute angle with the anchor pipe, and the acute angle between the barbs and the anchor pipe is toward the tail end of the anchor pipe. However, the existing barbs can reduce the hindrance caused to the anchor pipe, but cannot effectively prevent the anchor from automatically sinking in the soil. Therefore, compared with the barbs on the existing anchor pipe, the external insertion part 10 in the anchor pipe device provided in this embodiment can also effectively prevent the anchor pipe 1 from automatically sinking.

如图1所示,切缝3的弯折处的内角为锐角。As shown in FIG. 1 , the inner angle of the bend of the slit 3 is an acute angle.

切缝3弯折处的锐角内角使得外插部10的翘起端101可以为尖端,而尖端则可以使得翘起端101更易于插入锚管1周侧的土体中,从而使得翘起端101的翘起过程可以更顺畅。The acute inner angle at the bend of the cut 3 allows the tilted end 101 of the external insertion portion 10 to be a pointed end, and the pointed end can make it easier for the tilted end 101 to be inserted into the soil around the anchor pipe 1, thereby making the tilting process of the tilted end 101 smoother.

驱动组件2的结构形式没有限制,驱动组件2可以采用现有的旋转开合机构,该旋转开合机构可以通过旋转轴的旋转而带动旋转轴上的叶片展开或回缩,叶片展开时即可驱动外插部10翘起。There is no restriction on the structural form of the driving component 2. The driving component 2 can adopt an existing rotary opening and closing mechanism, which can drive the blades on the rotating shaft to expand or retract by rotating the rotating shaft. When the blades are expanded, the external insertion part 10 can be driven to tilt up.

而本实施例为提升驱动组件2的驱动力而保证外插部10顺利翘起,如图2和图3所示,驱动组件2包括伸缩机构20,伸缩机构20包括移动端200,伸缩机构20能够伸缩以带动移动端200移动;移动端200能够与外插部10的内壁抵接,移动端200用于在移动过程中推动外插部10朝向远离锚管1内部的方向翘起。In order to enhance the driving force of the driving component 2 and ensure that the external insertion part 10 can be tilted up smoothly in this embodiment, as shown in Figures 2 and 3, the driving component 2 includes a telescopic mechanism 20, and the telescopic mechanism 20 includes a movable end 200. The telescopic mechanism 20 can be telescoped to drive the movable end 200 to move; the movable end 200 can abut against the inner wall of the external insertion part 10, and the movable end 200 is used to push the external insertion part 10 to tilt up in a direction away from the inside of the anchor pipe 1 during the movement.

其中,伸缩机构20的伸缩过程可以与锚管1的径向同向,此时伸缩机构20的移动端200的移动方向也与锚管1的径向同向,因而当移动端200与外插部10的内壁抵接且伸缩机构20伸长后,移动端200可以沿锚管1的径向驱动外插部10移动。又由于外插部10的连接端100仍旧与锚管1连接,而翘起端101在切缝3的作用下与锚管1的管身分离,因而外插部10被移动端200驱动而移动时,外插部10会朝向远离锚管1内部的方向翘起并插入锚管1周侧的土体内。The telescopic mechanism 20 can be telescoped in the same direction as the radial direction of the anchor pipe 1. At this time, the moving direction of the moving end 200 of the telescopic mechanism 20 is also in the same direction as the radial direction of the anchor pipe 1. Therefore, when the moving end 200 abuts against the inner wall of the external insertion part 10 and the telescopic mechanism 20 is extended, the moving end 200 can drive the external insertion part 10 to move along the radial direction of the anchor pipe 1. Since the connecting end 100 of the external insertion part 10 is still connected to the anchor pipe 1, and the tilting end 101 is separated from the body of the anchor pipe 1 under the action of the slit 3, when the external insertion part 10 is driven by the moving end 200 to move, the external insertion part 10 will tilt in a direction away from the inside of the anchor pipe 1 and be inserted into the soil around the anchor pipe 1.

伸缩机构20可以为电动推杆、气缸、油缸等能够伸缩的驱动器,由于电动推杆、气缸和油缸需搭配动力源和管线使用,其结构较为复杂,成本也较高。因而为简化伸缩机构20的机构以及降低其成本,如图2和图3所示,本实施例优选伸缩机构20包括多个连杆,多个连杆依次首尾铰接以形成环形的连杆机构,移动端200设于连杆机构的相邻两连杆之间的铰接处,连杆机构能够在外力驱动下变形以带动移动端200移动。The telescopic mechanism 20 can be an actuator capable of telescoping, such as an electric push rod, an air cylinder, or an oil cylinder. Since the electric push rod, the air cylinder, and the oil cylinder need to be used with a power source and pipelines, their structures are relatively complex and their costs are also relatively high. Therefore, in order to simplify the structure of the telescopic mechanism 20 and reduce its cost, as shown in FIG. 2 and FIG. 3 , the telescopic mechanism 20 of this embodiment preferably includes a plurality of connecting rods, and the plurality of connecting rods are hinged end to end in sequence to form a ring-shaped connecting rod mechanism. The mobile end 200 is disposed at the hinge between two adjacent connecting rods of the connecting rod mechanism, and the connecting rod mechanism can be deformed under the drive of an external force to drive the mobile end 200 to move.

其中,连杆机构可以通过自身变形而实现移动端200的移动过程,当连杆机构被外力驱动而变形时,连杆机构上的移动端200可以沿锚管1的径向移动,进而可以驱动外插部10翘起。The connecting rod mechanism can realize the movement process of the movable end 200 by its own deformation. When the connecting rod mechanism is deformed by external force, the movable end 200 on the connecting rod mechanism can move along the radial direction of the anchor pipe 1, thereby driving the external insertion part 10 to tilt up.

在本实施例中,用于驱动连杆机构变形的外力可以通过推杆实现,此时连杆机构可以通过吊杆支撑而悬空于锚管1内以及可以通过连接于连杆机构内的弹簧等弹性件维持原形,推杆则可以伸入至锚管1内,并在锚管1与连杆机构抵接后,推动连杆机构变形。In this embodiment, the external force used to drive the deformation of the connecting rod mechanism can be achieved by a push rod. At this time, the connecting rod mechanism can be suspended in the anchor pipe 1 through the support of the suspension rod and can maintain its original shape through elastic parts such as springs connected to the connecting rod mechanism. The push rod can be extended into the anchor pipe 1 and push the connecting rod mechanism to deform after the anchor pipe 1 abuts against the connecting rod mechanism.

需要说明的是,由于连杆机构能够变形,因而连杆的数量至少为四个,如图3所示,本实施例中的连杆的数量为六个。It should be noted that, since the connecting rod mechanism can be deformed, the number of connecting rods is at least four. As shown in FIG. 3 , the number of connecting rods in this embodiment is six.

如图3所示,连杆机构上设有固定部201和能够相对固定部201移动的移动部202;驱动组件2还包括轴向移动件21,轴向移动件21与移动部202连接,轴向移动件21用于驱动移动部202相对固定部201沿连杆机构的高度方向移动,以带动连杆机构变形。As shown in Figure 3, the connecting rod mechanism is provided with a fixed part 201 and a movable part 202 that can move relative to the fixed part 201; the driving component 2 also includes an axial movable member 21, which is connected to the movable part 202. The axial movable member 21 is used to drive the movable part 202 to move relative to the fixed part 201 along the height direction of the connecting rod mechanism to drive the connecting rod mechanism to deform.

其中,连杆机构的固定部201可以在前述吊杆的支撑下保持位置固定。The fixing portion 201 of the connecting rod mechanism can be kept in a fixed position under the support of the aforementioned suspension rod.

连杆机构的高度方向可以与锚管1的轴向同向,轴向移动件21则可以沿锚管1的轴向移动。当轴向移动件21沿锚管1的轴向移动后,轴向移动件21可以带动移动部202相对固定部201沿连杆机构的高度方向移动,从而使得连杆机构的高度发生改变并使得连杆机构变形。The height direction of the connecting rod mechanism can be in the same direction as the axial direction of the anchor tube 1, and the axial moving member 21 can move along the axial direction of the anchor tube 1. When the axial moving member 21 moves along the axial direction of the anchor tube 1, the axial moving member 21 can drive the moving part 202 to move relative to the fixed part 201 along the height direction of the connecting rod mechanism, thereby changing the height of the connecting rod mechanism and deforming the connecting rod mechanism.

当连杆机构包括六个连杆时,连杆机构的移动部202和固定部201可以分别设于六个连杆中的位置相对的两个连杆上。When the link mechanism includes six links, the moving portion 202 and the fixing portion 201 of the link mechanism may be respectively disposed on two links that are located opposite to each other among the six links.

如图2和图3所示,驱动组件2还包括固定件22,固定件22与固定部201连接,用于支撑固定部201保持固定。As shown in FIG. 2 and FIG. 3 , the driving assembly 2 further includes a fixing member 22 , which is connected to the fixing portion 201 and is used to support the fixing portion 201 to keep it fixed.

固定件22可以采用前述吊杆,此时通过手持固定件22,可以保证固定部201的位置固定。The fixing member 22 may be the aforementioned suspension rod. In this case, by holding the fixing member 22 , the position of the fixing portion 201 can be ensured to be fixed.

进一步的,如图2和图3所示,轴向移动件21和固定件22均为杆状,轴向移动件21的一端与移动部202连接,另一端伸出于锚管1外;固定件22的一端与固定部201连接,另一端靠近轴向移动件21的伸出于锚管1外的端部设置。Furthermore, as shown in Figures 2 and 3, the axial movable member 21 and the fixed member 22 are both rod-shaped, one end of the axial movable member 21 is connected to the movable portion 202, and the other end extends out of the anchor tube 1; one end of the fixed member 22 is connected to the fixed portion 201, and the other end is arranged close to the end of the axial movable member 21 extending out of the anchor tube 1.

当需要使得连杆机构的移动部202相对固定移动时,施工人员可以利用一只手把持固定件22而保证固定部201的位置固定,同时可以利用另一只手拉动轴向移动件21而带动移动部202相对固定部201移动。When the movable part 202 of the connecting rod mechanism needs to be moved relatively fixedly, the construction worker can use one hand to hold the fixing member 22 to ensure the fixed position of the fixed part 201, and use the other hand to pull the axial movable member 21 to drive the movable part 202 to move relative to the fixed part 201.

轴向移动件21的另一端伸出于锚管1外时,便于施工人员把持轴向移动件21,从而提升该锚管装置的使用便捷性。When the other end of the axial moving member 21 extends out of the anchor pipe 1 , it is convenient for construction workers to hold the axial moving member 21 , thereby improving the convenience of use of the anchor pipe device.

固定件22的另一端靠近轴向移动件21的伸出于锚管1外的端部设置时,则便于施工人员把持固定件22,同样可以提升该锚管装置的使用便捷性。When the other end of the fixing member 22 is arranged close to the end of the axial moving member 21 extending out of the anchor pipe 1, it is convenient for construction workers to hold the fixing member 22, and the convenience of use of the anchor pipe device can also be improved.

进一步的,固定部201和移动部202沿连杆机构的高度方向间隔设置,且固定部201设有穿孔;固定件22为管状,固定件22的端部与固定部201的穿孔连通;轴向移动件21套设于固定件22内,且轴向移动件21的靠近移动部202的端部穿过固定部201的穿孔后与移动部202连接。Furthermore, the fixed part 201 and the movable part 202 are arranged at intervals along the height direction of the connecting rod mechanism, and the fixed part 201 is provided with a through hole; the fixed part 22 is tubular, and the end of the fixed part 22 is connected to the through hole of the fixed part 201; the axial movable part 21 is sleeved in the fixed part 22, and the end of the axial movable part 21 close to the movable part 202 passes through the through hole of the fixed part 201 and is connected to the movable part 202.

轴向移动件21套设于固定件22内时,固定件22可以对轴向移动件21起到导向作用,从而提升轴向移动件21移动过程的稳定性。When the axial moving member 21 is sleeved in the fixing member 22 , the fixing member 22 can guide the axial moving member 21 , thereby improving the stability of the moving process of the axial moving member 21 .

如图3所示,为防止固定件22阻碍轴向移动件21的移动过程,本实施例优选固定件22的长度小于轴向移动件21的长度,且轴向移动件21的远离移动部202的端部伸出于固定件22之外。As shown in Figure 3, in order to prevent the fixing member 22 from obstructing the movement of the axial movable member 21, in this embodiment, the length of the fixing member 22 is preferably smaller than the length of the axial movable member 21, and the end of the axial movable member 21 away from the moving part 202 extends out of the fixing member 22.

如图4所示,沿锚管1的轴向,锚管1的管身设有多个外插部10,且任一组相邻的两个外插部10的翘起端101相互抵接。As shown in FIG. 4 , along the axial direction of the anchor pipe 1 , the pipe body of the anchor pipe 1 is provided with a plurality of external insertion parts 10 , and the raised ends 101 of any group of two adjacent external insertion parts 10 abut against each other.

任一组相邻的两个外插部10的翘起端101相互抵接时,驱动组件2的输出端可以与上述两个翘起端101抵接处的一侧,当驱动组件2驱动外插部10朝向远离锚管1内部的方向翘起时,此时驱动组件2的输出端可以同时对相互抵接的两个翘起端101进行推动,从而使得两个翘起端101均朝向远离锚管1的内部的方向翘起并插入锚管1周侧的土体中,进而可以提升该锚管装置的施工效率。When the raised ends 101 of any group of two adjacent external insertion parts 10 abut against each other, the output end of the driving component 2 can be at one side of the abutment point of the two raised ends 101. When the driving component 2 drives the external insertion part 10 to be raised in a direction away from the interior of the anchor pipe 1, the output end of the driving component 2 can simultaneously push the two raised ends 101 abutting against each other, so that the two raised ends 101 are both raised in a direction away from the interior of the anchor pipe 1 and inserted into the soil around the anchor pipe 1, thereby improving the construction efficiency of the anchor pipe device.

如图1所示,沿锚管1的周向,锚管1的管身设有多个外插部10。As shown in FIG. 1 , a plurality of external insertion portions 10 are provided on the anchor pipe 1 along the circumference of the anchor pipe 1 .

锚管1的管身设有多个外插部10且锚管1的管身设有多个外插部10时,可以有效提升锚管1与土体之间的锚固强度,进而有效提升锚管1在土体内的稳定性。When the pipe body of the anchor pipe 1 is provided with a plurality of external insertion parts 10, the anchoring strength between the anchor pipe 1 and the soil can be effectively improved, thereby effectively improving the stability of the anchor pipe 1 in the soil.

当锚管1的管身上设有沿其周向分布的多个外插部10,且沿锚管1的轴向,任一组相邻的两个外插部10的翘起端101相互抵接时,驱动组件2可以包括为连杆机构的伸缩机构20,且伸缩机构20可以同时具有多个移动端200,多个移动端200与锚管1周向上的多个外插部10一一对应设置,当利用驱动组件2驱动外插部10翘起时,每个移动端200均可以同时驱动翘起端101相互抵接的两个外插部10同时翘起,此时锚管装置不仅可以通过多个外插部10有效提升锚固效果,达到抗浮抗沉的效果,且可以进一步的有效提升该锚管装置的施工效率。When the anchor pipe 1 is provided with a plurality of external insertion parts 10 distributed along its circumference, and along the axial direction of the anchor pipe 1, the raised ends 101 of any group of two adjacent external insertion parts 10 abut against each other, the driving component 2 may include a telescopic mechanism 20 which is a connecting rod mechanism, and the telescopic mechanism 20 may have a plurality of movable ends 200 at the same time, and the plurality of movable ends 200 are arranged in a one-to-one correspondence with the plurality of external insertion parts 10 on the circumference of the anchor pipe 1. When the driving component 2 is used to drive the external insertion parts 10 to be lifted, each movable end 200 may simultaneously drive the two external insertion parts 10 whose lifted ends 101 abut against each other to be lifted at the same time. At this time, the anchor pipe device can not only effectively improve the anchoring effect through the plurality of external insertion parts 10 to achieve the anti-floating and anti-sinking effect, but also can further effectively improve the construction efficiency of the anchor pipe device.

最后应说明的是:以上各实施例仅用以说明本发明的技术方案,而非对其限制;尽管参照前述各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,或者对其中部分或者全部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范围。Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or replace some or all of the technical features therein with equivalents. However, these modifications or replacements do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of the present invention.

Claims (8)

1.一种锚管装置,其特征在于,包括锚管(1)和驱动组件(2);1. An anchor pipe device, characterized in that it comprises an anchor pipe (1) and a driving assembly (2); 所述锚管(1)的管身设有切缝(3),所述切缝(3)的一端和另一端间隔设置,且所述切缝(3)的两端之间设有弯折处,所述弯折处用于使所述切缝(3)形成半封闭的环形结构;The anchor pipe (1) is provided with a slit (3) on its body, one end and the other end of the slit (3) are spaced apart, and a bend is provided between the two ends of the slit (3), the bend being used to form the slit (3) into a semi-closed annular structure; 所述锚管(1)的位于所述切缝(3)的环内空间的管身为外插部(10),所述驱动组件(2)的输出端设于所述锚管(1)内并位于所述外插部(10)的一侧,所述驱动组件(2)用于驱动所述外插部(10)朝向远离所述锚管(1)内部的方向翘起并插入所述锚管(1)周侧的土体中;The pipe body of the anchor pipe (1) located in the inner ring space of the slit (3) is an external insertion part (10), the output end of the driving component (2) is arranged in the anchor pipe (1) and located on one side of the external insertion part (10), and the driving component (2) is used to drive the external insertion part (10) to tilt in a direction away from the inside of the anchor pipe (1) and insert into the soil around the anchor pipe (1); 所述驱动组件(2)包括伸缩机构(20),所述伸缩机构(20)包括移动端(200),所述伸缩机构(20)能够伸缩以带动所述移动端(200)移动;The driving assembly (2) comprises a telescopic mechanism (20), the telescopic mechanism (20) comprises a moving end (200), and the telescopic mechanism (20) is capable of telescoping to drive the moving end (200) to move; 所述移动端(200)能够与所述外插部(10)的内壁抵接,所述移动端(200)用于在移动过程中推动所述外插部(10)朝向远离所述锚管(1)内部的方向翘起;The movable end (200) can abut against the inner wall of the external insertion part (10), and the movable end (200) is used to push the external insertion part (10) to tilt in a direction away from the inside of the anchor pipe (1) during the movement process; 所述伸缩机构(20)包括多个连杆,多个所述连杆依次首尾铰接以形成环形的连杆机构,所述移动端(200)设于所述连杆机构的相邻两连杆之间的铰接处,所述连杆机构能够在外力驱动下变形以带动所述移动端(200)移动;The telescopic mechanism (20) comprises a plurality of connecting rods, the plurality of connecting rods being hinged end to end in sequence to form a ring-shaped connecting rod mechanism, the movable end (200) being arranged at a hinge between two adjacent connecting rods of the connecting rod mechanism, and the connecting rod mechanism being capable of deforming under the driving force of an external force to drive the movable end (200) to move; 所述连杆机构上设有固定部(201)和能够相对所述固定部(201)移动的移动部(202);The connecting rod mechanism is provided with a fixed portion (201) and a movable portion (202) capable of moving relative to the fixed portion (201); 所述驱动组件(2)还包括轴向移动件(21),所述轴向移动件(21)与所述移动部(202)连接,所述轴向移动件(21)用于驱动所述移动部(202)相对所述固定部(201)沿所述连杆机构的高度方向移动,以带动所述连杆机构变形。The driving assembly (2) further comprises an axial moving member (21), wherein the axial moving member (21) is connected to the moving portion (202), and the axial moving member (21) is used to drive the moving portion (202) to move relative to the fixed portion (201) along the height direction of the connecting rod mechanism, so as to drive the connecting rod mechanism to deform. 2.根据权利要求1所述的锚管装置,其特征在于,所述外插部(10)包括连接端(100)和翘起端(101),所述连接端(100)位于所述切缝(3)的两端之间,所述翘起端(101)能够远离所述锚管(1)内部方向移动;2. The anchor pipe device according to claim 1, characterized in that the external insertion portion (10) comprises a connecting end (100) and a tilting end (101), wherein the connecting end (100) is located between two ends of the slit (3), and the tilting end (101) can move away from the inner direction of the anchor pipe (1); 所述锚管(1)包括首端(11)和后于首端(11)钻入土体内的尾端(12),所述锚管(1)的首端(11)、尾端(12)、所述连接端(100)和所述翘起端(101)在所述锚管(1)的中轴线上的投影中,所述翘起端(101)的投影位于所述连接端(100)的投影和所述锚管(1)的首端(11)的投影之间。The anchor pipe (1) comprises a head end (11) and a tail end (12) drilled into the soil after the head end (11); in the projections of the head end (11), the tail end (12), the connecting end (100) and the tilted end (101) of the anchor pipe (1) on the central axis of the anchor pipe (1), the projection of the tilted end (101) is located between the projection of the connecting end (100) and the projection of the head end (11) of the anchor pipe (1). 3.根据权利要求1所述的锚管装置,其特征在于,所述切缝(3)的弯折处的内角为锐角。3. The anchor pipe device according to claim 1, characterized in that the inner angle of the bend of the slit (3) is an acute angle. 4.根据权利要求1所述的锚管装置,其特征在于,所述驱动组件(2)还包括固定件(22),所述固定件(22)与所述固定部(201)连接,用于支撑所述固定部(201)保持固定。4. The anchor pipe device according to claim 1, characterized in that the driving assembly (2) further comprises a fixing member (22), wherein the fixing member (22) is connected to the fixing portion (201) and is used to support the fixing portion (201) to remain fixed. 5.根据权利要求4所述的锚管装置,其特征在于,所述轴向移动件(21)和所述固定件(22)均为杆状,所述轴向移动件(21)的一端与所述移动部(202)连接,另一端伸出于所述锚管(1)外;5. The anchor pipe device according to claim 4, characterized in that the axial moving member (21) and the fixing member (22) are both rod-shaped, one end of the axial moving member (21) is connected to the moving part (202), and the other end extends out of the anchor pipe (1); 所述固定件(22)的一端与所述固定部(201)连接,另一端靠近所述轴向移动件(21)的伸出于所述锚管(1)外的端部设置。One end of the fixing member (22) is connected to the fixing portion (201), and the other end is arranged close to the end of the axial moving member (21) extending outside the anchor pipe (1). 6.根据权利要求5所述的锚管装置,其特征在于,所述固定部(201)和所述移动部(202)沿所述连杆机构的高度方向间隔设置,且所述固定部(201)设有穿孔;6. The anchor pipe device according to claim 5, characterized in that the fixed portion (201) and the movable portion (202) are arranged at intervals along the height direction of the connecting rod mechanism, and the fixed portion (201) is provided with a through hole; 所述固定件(22)为管状,所述固定件(22)的端部与所述固定部(201)的穿孔连通;The fixing member (22) is tubular, and the end of the fixing member (22) is connected to the through hole of the fixing portion (201); 所述轴向移动件(21)套设于所述固定件(22)内,且所述轴向移动件(21)的靠近所述移动部(202)的端部穿过所述固定部(201)的穿孔后与所述移动部(202)连接。The axial moving member (21) is sleeved in the fixed member (22), and the end of the axial moving member (21) close to the moving portion (202) passes through the through hole of the fixed portion (201) and is connected to the moving portion (202). 7.根据权利要求1所述的锚管装置,其特征在于,沿所述锚管(1)的轴向,所述锚管(1)的管身设有多个所述外插部(10),且任一组相邻的两个所述外插部(10)的翘起端(101)相互抵接。7. The anchor pipe device according to claim 1 is characterized in that, along the axial direction of the anchor pipe (1), the pipe body of the anchor pipe (1) is provided with a plurality of the external insertion parts (10), and the raised ends (101) of any group of two adjacent external insertion parts (10) abut against each other. 8.根据权利要求1-3任一项所述的锚管装置,其特征在于,沿所述锚管(1)的周向,所述锚管(1)的管身设有多个所述外插部(10)。8. The anchor pipe device according to any one of claims 1 to 3, characterized in that a plurality of the external insertion portions (10) are provided on the pipe body of the anchor pipe (1) along the circumference of the anchor pipe (1).
CN202210474495.6A 2022-04-29 2022-04-29 Anchor pipe device Active CN114673150B (en)

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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0560115A (en) * 1991-08-29 1993-03-09 Miyanaga:Kk Female screw anchor
CN1943522A (en) * 2005-08-05 2007-04-11 比德曼莫泰赫有限公司 Bone anchoring element
KR20100011342A (en) * 2008-07-25 2010-02-03 (유)정명산업 A rubber anchor bolt assembly
CN102481149A (en) * 2009-05-08 2012-05-30 艾斯丘莱普股份公司 Coated wire with anchoring structure for anchoring in biological tissue
CN205822182U (en) * 2016-06-24 2016-12-21 武大巨成结构股份有限公司 A kind of hollow is from base expanding and base expanding crab-bolt
CN106759326A (en) * 2016-12-14 2017-05-31 重庆大学 A kind of Stress Control multistage opening type anchor pole and anchoring construction method
CN111254917A (en) * 2020-03-13 2020-06-09 东南大学 A kind of quick expansion steel pipe pile and its construction method
CN112523209A (en) * 2020-11-25 2021-03-19 中国建筑第五工程局有限公司 Anchoring connector for anchor rod
CN113124031A (en) * 2019-12-31 2021-07-16 克罗波特有限公司 Anchor bolt for inner wall
CN113981986A (en) * 2021-11-10 2022-01-28 西安建筑科技大学 Supporting construction of building foundation ditch

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0560115A (en) * 1991-08-29 1993-03-09 Miyanaga:Kk Female screw anchor
CN1943522A (en) * 2005-08-05 2007-04-11 比德曼莫泰赫有限公司 Bone anchoring element
KR20100011342A (en) * 2008-07-25 2010-02-03 (유)정명산업 A rubber anchor bolt assembly
CN102481149A (en) * 2009-05-08 2012-05-30 艾斯丘莱普股份公司 Coated wire with anchoring structure for anchoring in biological tissue
CN205822182U (en) * 2016-06-24 2016-12-21 武大巨成结构股份有限公司 A kind of hollow is from base expanding and base expanding crab-bolt
CN106759326A (en) * 2016-12-14 2017-05-31 重庆大学 A kind of Stress Control multistage opening type anchor pole and anchoring construction method
CN113124031A (en) * 2019-12-31 2021-07-16 克罗波特有限公司 Anchor bolt for inner wall
CN111254917A (en) * 2020-03-13 2020-06-09 东南大学 A kind of quick expansion steel pipe pile and its construction method
CN112523209A (en) * 2020-11-25 2021-03-19 中国建筑第五工程局有限公司 Anchoring connector for anchor rod
CN113981986A (en) * 2021-11-10 2022-01-28 西安建筑科技大学 Supporting construction of building foundation ditch

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