CN114635421A - Rapid inserting and striking ground anchor device and rapid inserting and striking method thereof - Google Patents
Rapid inserting and striking ground anchor device and rapid inserting and striking method thereof Download PDFInfo
- Publication number
- CN114635421A CN114635421A CN202210305784.3A CN202210305784A CN114635421A CN 114635421 A CN114635421 A CN 114635421A CN 202210305784 A CN202210305784 A CN 202210305784A CN 114635421 A CN114635421 A CN 114635421A
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- Prior art keywords
- anchor
- pull
- plate
- sheath
- anchor plate
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
Abstract
The invention discloses a fast inserting and beating ground anchor device and a fast inserting and beating method thereof, wherein the device comprises: a sheath tube; the outer side wall of the sheath tube is fixedly connected to the middle of the anchor plate, the anchor plate is provided with a first end and a second end which are opposite to each other, and the width of the anchor plate is gradually increased from the first end to the second end; the two pull-bearing plates are obliquely connected between two opposite sides of the sheath and the anchor plate respectively, the pull-bearing plates are arranged along the axial direction of the sheath, each pull-bearing plate is provided with a first side and a second side, the first sides are opposite to the second sides, the second sides of the two pull-bearing plates are connected with each other in an extending and intersecting manner, and the width of each pull-bearing plate is gradually reduced from the second side to the first side; and the pulling piece is provided with a relative embedded end and a free end, and the embedded end is hinged to the second side. The invention solves the problems of low construction speed and manual and mechanical investment in the existing ground anchor construction.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a quick inserting and driving ground anchor device and a quick inserting and driving method thereof.
Background
In the current stage of ground anchor construction, a construction process of excavating an anchor pit, burying an anchor head or pouring concrete, backfilling and tamping the anchor pit and connecting and pulling lines for fastening is mainly adopted, 3 workers, 1 excavator machine team, a small-sized tamping tool and a concrete prefabricated part or concrete pouring are required to finish one ground anchor construction under the general condition, the time of 1-2 days is required for meeting the use requirement, and the problems of low construction speed, manual work, mechanical machine team, large material investment and the like exist.
The information disclosed in this background section is only for enhancement of understanding of the general background of the invention and should not be taken as an acknowledgement or any form of suggestion that this information forms the prior art already known to a person skilled in the art.
Disclosure of Invention
In order to overcome the defects in the prior art, a rapid inserting and beating ground anchor device and a rapid inserting and beating method thereof are provided so as to solve the problems of low construction speed and manual and mechanical investment in the existing ground anchor construction.
In order to achieve the above object, there is provided a quick inserting and driving ground anchor device, comprising:
the sheath tube is detachably arranged at the tip end of the conical nail;
the outer side wall of the sheath pipe is fixedly connected to the middle of the anchor plate, the anchor plate is provided with a first end and a second end which are opposite to each other, and the width of the anchor plate is gradually increased from the first end to the second end;
the two pull-bearing plates are obliquely connected between the two opposite sides of the sheath pipe and the anchor plate respectively, the pull-bearing plates are arranged along the axial direction of the sheath pipe, each pull-bearing plate is provided with a first side and a second side, the first sides are opposite to each other, the second sides of the two pull-bearing plates are connected with each other in an extending and intersecting manner, and the width of each pull-bearing plate is gradually reduced from the second side to the first side; and
the pulling piece is provided with a relative embedded end and a free end, and the embedded end is hinged to the second side.
Furthermore, a restraining tube for sleeving the outside of the tip is formed by extending one end of the sheath tube close to the first end, and the inner diameter of the restraining tube is gradually reduced from one end of the restraining tube close to the sheath tube to one end of the restraining tube far away from the sheath tube.
Furthermore, the restraint pipe is in a circular truncated cone shape.
Further, the bearing and pulling plate is provided with a second side provided with a shaft hole, a rotating shaft is rotatably installed in the shaft hole, and the embedded end is connected with the rotating shaft.
Further, the shaft hole is arranged at the middle position of the sheath tube.
Further, a space is formed between the first side of the bearing plate and the side of the anchor plate.
The invention provides a construction method of a quick inserting and driving ground anchor device, which comprises the following steps:
mounting the sheath pipe at the tip end of the conical nail, so that the first end of the anchor plate faces the soil body of the ground anchor mounting point;
the conical nails are punched in the soil body, so that the embedded ends of the pulling pieces are embedded in the soil body, the free ends of the pulling pieces are exposed out of the soil body, and the pulling pieces and the anchor plates are arranged along the propelling direction of the conical nails respectively;
withdrawing the taper nail from the sheath pipe, so that the sheath pipe, the anchor plate, the pull-bearing plate and the pre-buried end of the pull piece are left in the soil body;
pre-tensioning the tie member to cause the first end of the anchor plate to tip upwards, thereby leaving the anchor plate in a position perpendicular to the direction of propulsion within the body of earth.
The quick inserting and driving ground anchor device has the advantages that the whole device is quickly pushed and driven into a soil body through the taper nails, the first ends of the anchor plates are upwards overturned by taking the second ends of the anchor plates as supporting points through the pretension of the pulling pieces, then the anchor plates are embedded into the soil body in a posture vertical to the pushing direction of the taper nails, and further the construction of the ground anchor can be quickly completed without the traditional procedures of digging an anchoring pit, embedding an anchor head, backfilling and tamping or pouring concrete and the like, the stability of an original foundation is fully utilized, and the reverse pulling force is provided to achieve the expected effect of the ground anchor.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
fig. 1 is a schematic structural view of a quick-acting ground anchor inserting device according to an embodiment of the present invention.
Fig. 2 is a side view of a quick-plunge earth anchor apparatus according to an embodiment of the invention.
Fig. 3 is a cross-sectional view of a quick-acting ground anchor device according to an embodiment of the present invention.
Fig. 4 to 6 are schematic construction steps of a rapid inserting and driving method of a rapid inserting and driving ground anchor device according to an embodiment of the invention.
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and not restrictive of the invention. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
It should be noted that, in the present application, the embodiments and features of the embodiments may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
Referring to fig. 1 to 6, the present invention provides a quick-inserting and driving ground anchor device, including: sheath pipe 1, anchor slab 2, hold arm-tie 3 and drawknot 4.
Wherein, when in use, the sheath tube 1 is used for being detachably arranged at the tip end of the conical nail 5.
The anchor plate 2 and the tensile plate are respectively in a strip shape. The anchor plate and the pull bearing plate are arranged in the same direction with the sheath tube 1. The anchor plate 2 and the tensile plate are respectively arranged along the axial direction of the sheath pipe. The outer side wall of the sheath tube 1 is fixedly connected with the middle part of the anchor plate 2. The anchor plate 2 has opposite first and second ends. The width of the anchor plate 2 increases gradually from the first end towards the second end.
A pull-bearing plate 3 is respectively and obliquely connected between the two opposite sides of the sheath tube 1 and the anchor plate 2. The bearing plate 3 is arranged along the axial direction of the sheath tube 1.
The tension plate 3 has a first side opposite and a second side connected to the plate 2. The second sides of the two tension bearing plates 3 extend and are connected together in an intersection way. The width of the bearing plate 3 is gradually reduced from the second side to the first side. Referring to fig. 3, the two pull-bearing plates and the anchor plate form a triangular stable structure, the sheath is disposed inside the triangular stable structure, and the outer sidewall of the sheath is supported on the inner sides of the pull-bearing plates and the inner sides of the anchor plate.
The drawknot component 4 is a drawknot cable or a drawknot rod. The pulling piece 4 has a pre-embedded end and a free end which are opposite. The embedded end is hinged to the second side. After the device is used, the embedded end, the sheath pipe, the anchor plate and the tensile plate are embedded in a soil body, and the free end is exposed outside the soil body to tie a structure to be reinforced through the stay cable.
According to the device for quickly inserting and driving the ground anchor, after the hammer nail is inserted into the sheath pipe, the conical nail is hammered through hammering equipment such as a large hammer or an electric hammer, the whole device is quickly pushed and arranged in a soil body, the first end of the anchor plate is upwards overturned by taking the second end of the anchor plate as a fulcrum through the pretension of the drawknot piece, then the anchor plate is embedded in the soil body in a posture perpendicular to the pushing direction of the conical nail, and further the ground anchor construction can be quickly completed without the traditional procedures of digging an anchor pit, embedding an anchor head, backfilling and tamping or concrete pouring and the like, so that the stability of an original foundation is fully utilized, and reverse pulling force is provided to achieve the expected effect of the ground anchor.
As a preferred embodiment, a restraining tube is formed at an end of the sheath tube 1 near the first end for being sleeved outside the tip. The inner diameter of the constraining tube 11 gradually decreases from the end of the constraining tube 11 close to the sheath 1 to the end of the constraining tube 11 far from the sheath 1.
In the present embodiment, the constraining tube 11 has a truncated cone shape. Specifically, referring to fig. 4, when the sheath is used, the tapered tip of the tapered nail is inserted into the sheath, and the tapered tip of the tapered nail is pushed into the restraining tube, so that the tapered tip of the tapered nail extends out of the restraining tube, and the sheath and the tapered nail are detachably connected. The taper nail can only push the sheath pipe to be pushed downwards together, and can not drive the sheath pipe to retreat, so when the taper nail needs to be withdrawn from the sheath pipe, the taper nail only needs to be pulled out from the sheath pipe along the reverse direction of the pushing direction of the taper nail.
As a preferred embodiment, the second side of the tensile plate 3 is provided with a shaft hole. A rotating shaft 31 is rotatably mounted in the shaft hole. The embedded end is connected to the rotating shaft 31. The shaft hole is arranged in the middle of the sheath tube 1, and the free end of the drawknot piece is drawed behind the structure to be reinforced, so that the anti-pulling force provided by the anchor plates on the two opposite sides of the rotating shaft is equivalent.
In the present embodiment, referring to fig. 2 and 3, a distance H is formed between the first side of the tensile plate 3 and the side of the anchor plate 2. And a pulling-resistant groove is formed between the outer side of the bearing plate and the inner side of the anchor plate (namely the side of the anchor plate facing the sheath pipe) so as to improve the pulling-resistant force of the anchor plate.
The invention also provides a construction method of the rapid inserting and striking ground anchor device, which comprises the following steps:
s1: the sheath 1 is arranged at the tip end of the conical nail 5, so that the first end of the anchor plate 2 faces the soil body of the ground anchor installation point.
S2: the conical nails 5 are arranged in the soil body in a striking mode, so that the embedded ends of the pulling pieces 4 are embedded in the soil body, the free ends of the pulling pieces 4 are exposed out of the soil body, and the pulling pieces 4 and the anchor plates 2 are arranged along the propelling direction of the conical nails 5 respectively.
S3: the conical nail 5 is withdrawn from the sheath tube 1, so that the embedded ends of the sheath tube 1, the anchor plate 2, the pull-bearing plate 3 and the pull piece 4 are kept in the soil body.
S4: the pulling piece 4 is pretensioned to turn the first end of the anchor plate 2 upward, thereby causing the anchor plate 2 to be detained in the earth in a posture perpendicular to the advancing direction.
The above description is only a preferred embodiment of the application and is illustrative of the principles of the technology employed. It will be appreciated by a person skilled in the art that the scope of the invention as referred to in the present application is not limited to the embodiments with a specific combination of the above-mentioned features, but also covers other embodiments with any combination of the above-mentioned features or their equivalents without departing from the inventive concept. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.
Claims (7)
1. A quick inserting and beating ground anchor device is characterized by comprising:
the sheath tube is detachably arranged at the tip end of the conical nail;
the outer side wall of the sheath pipe is fixedly connected to the middle of the anchor plate, the anchor plate is provided with a first end and a second end which are opposite to each other, and the width of the anchor plate is gradually increased from the first end to the second end;
the two pull-bearing plates are obliquely connected between the two opposite sides of the sheath pipe and the anchor plate respectively, the pull-bearing plates are arranged along the axial direction of the sheath pipe, each pull-bearing plate is provided with a first side and a second side, the first sides are opposite to each other, the second sides of the two pull-bearing plates are connected with each other in an extending and intersecting manner, and the width of each pull-bearing plate is gradually reduced from the second side to the first side; and
the pulling piece is provided with a relative embedded end and a free end, and the embedded end is hinged to the second side.
2. The device as claimed in claim 1, wherein a restraining tube is formed at an end of the sheath tube adjacent to the first end for engaging the tip, and the inner diameter of the restraining tube is gradually reduced from the end of the restraining tube adjacent to the sheath tube to an end of the restraining tube away from the sheath tube.
3. The device of claim 2 wherein the restraining tube is in the form of a truncated cone.
4. The quick inserting and beating ground anchor device according to claim 1, wherein a shaft hole is formed in the second side of the bearing plate, a rotating shaft is rotatably mounted in the shaft hole, and the embedded end is connected to the rotating shaft.
5. The device as claimed in claim 4, wherein the shaft hole is provided at a middle position of the sheath.
6. The quick plunge ground anchor apparatus of claim 1, wherein a space is formed between the first side of the tension plate and the side of the anchor plate.
7. A construction method of the quick inserting and striking ground anchor device according to any one of claims 1 to 6, characterized by comprising the following steps:
mounting the sheath pipe at the tip end of the conical nail, so that the first end of the anchor plate faces the soil body of the ground anchor mounting point;
the conical nails are punched in the soil body, so that the embedded ends of the pulling pieces are embedded in the soil body, the free ends of the pulling pieces are exposed out of the soil body, and the pulling pieces and the anchor plates are arranged along the propelling direction of the conical nails respectively;
withdrawing the conical nail from the sheath pipe, so that the sheath pipe, the anchor plate, the pull-bearing plate and the embedded end of the pull piece are left in the soil body;
pre-tensioning the tie member to cause the first end of the anchor plate to tip upwards, thereby leaving the anchor plate in a position perpendicular to the direction of propulsion within the body of earth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210305784.3A CN114635421A (en) | 2022-03-25 | 2022-03-25 | Rapid inserting and striking ground anchor device and rapid inserting and striking method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210305784.3A CN114635421A (en) | 2022-03-25 | 2022-03-25 | Rapid inserting and striking ground anchor device and rapid inserting and striking method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114635421A true CN114635421A (en) | 2022-06-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210305784.3A Pending CN114635421A (en) | 2022-03-25 | 2022-03-25 | Rapid inserting and striking ground anchor device and rapid inserting and striking method thereof |
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|---|---|
| CN (1) | CN114635421A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1136832A (en) * | 1993-11-03 | 1996-11-27 | 普拉逖泊制动器有限公司 | Improvements in ground anchors |
| EP0863261A1 (en) * | 1997-03-04 | 1998-09-09 | Foresight Products, LLC | Ground anchor assembly and method for installing same |
| CN103114587A (en) * | 2013-02-06 | 2013-05-22 | 周卫 | Earth anchor device and mounting and dismounting method thereof |
| US20160102442A1 (en) * | 2013-04-29 | 2016-04-14 | Gripple Limited | Ground anchor |
| CN108396741A (en) * | 2018-03-30 | 2018-08-14 | 重庆诺为生态环境工程有限公司 | A kind of stable soil body from anchor device |
| JP6446515B1 (en) * | 2017-09-01 | 2018-12-26 | タキゲン製造株式会社 | Underground anchor |
| CN111733812A (en) * | 2020-07-29 | 2020-10-02 | 扬州爱彼电力建设有限公司 | Ground anchor fixing system for stay wire iron tower |
-
2022
- 2022-03-25 CN CN202210305784.3A patent/CN114635421A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1136832A (en) * | 1993-11-03 | 1996-11-27 | 普拉逖泊制动器有限公司 | Improvements in ground anchors |
| EP0863261A1 (en) * | 1997-03-04 | 1998-09-09 | Foresight Products, LLC | Ground anchor assembly and method for installing same |
| CN103114587A (en) * | 2013-02-06 | 2013-05-22 | 周卫 | Earth anchor device and mounting and dismounting method thereof |
| US20160102442A1 (en) * | 2013-04-29 | 2016-04-14 | Gripple Limited | Ground anchor |
| JP6446515B1 (en) * | 2017-09-01 | 2018-12-26 | タキゲン製造株式会社 | Underground anchor |
| CN108396741A (en) * | 2018-03-30 | 2018-08-14 | 重庆诺为生态环境工程有限公司 | A kind of stable soil body from anchor device |
| CN111733812A (en) * | 2020-07-29 | 2020-10-02 | 扬州爱彼电力建设有限公司 | Ground anchor fixing system for stay wire iron tower |
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