CN217923647U - Anchor auxiliary part, anchor and anchor structure - Google Patents

Anchor auxiliary part, anchor and anchor structure Download PDF

Info

Publication number
CN217923647U
CN217923647U CN202120969222.XU CN202120969222U CN217923647U CN 217923647 U CN217923647 U CN 217923647U CN 202120969222 U CN202120969222 U CN 202120969222U CN 217923647 U CN217923647 U CN 217923647U
Authority
CN
China
Prior art keywords
anchor
anchoring
axis
auxiliary
anchor bar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202120969222.XU
Other languages
Chinese (zh)
Inventor
陆高明
刘伯全
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PowerChina Huadong Engineering Corp Ltd
Zhejiang Huadong Engineering Construction Management Co Ltd
Original Assignee
PowerChina Huadong Engineering Corp Ltd
Zhejiang Huadong Engineering Construction Management Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by PowerChina Huadong Engineering Corp Ltd, Zhejiang Huadong Engineering Construction Management Co Ltd filed Critical PowerChina Huadong Engineering Corp Ltd
Priority to CN202120969222.XU priority Critical patent/CN217923647U/en
Application granted granted Critical
Publication of CN217923647U publication Critical patent/CN217923647U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model provides an anchoring auxiliary part, an anchoring part and an anchoring structure, wherein the auxiliary part is a cylinder body with a plurality of sliding grooves on the side surface; the sliding groove is linearly arranged, and the bottom surface of the sliding groove faces to the axis and is an arc surface; the auxiliary part is divided into a connecting section and an expanding section along the axis direction, and the vertical distance from the bottom surface of each sliding chute to the axis of the auxiliary part is unchanged on the connecting section; on the expanding section, the vertical distance from the bottom surface of each sliding groove to the axis of the auxiliary part is gradually increased from one end to the other end of the joint of the connecting section. The auxiliary part can be used in cooperation with the anchor bar bundles, the connecting section is pressed between the anchor bar bundles, and each anchor bar correspondingly slides into the sliding groove, so that one end of each anchor bar bundle is expanded to form an anchor bar bundle anchoring end with expansion, a larger pulling resistance is provided for each anchor bar bundle, the length of a bar body is not required to be increased, anchoring holes are not required to be expanded, and stress coordination of all parts of each anchor bar bundle is effectively improved.

Description

Anchor auxiliary part, anchor and anchor structure
Technical Field
The utility model relates to an anchor technical field that all kinds of soil property, side slope were strutted.
Background
The large-scale water and power engineering in China often has a large amount of high slopes to be supported, and meanwhile, the excavation process of the high slopes is often accompanied by a plurality of blocks or soil excavation surfaces with different sizes. In China, a shallow layer supporting mode of inserting anchor rods or anchor bar bundles into holes and grouting is often adopted, and the uplift resistance is mainly determined by the tensile strength of the anchor bar bundles or the friction force between grout after grouting of the anchor bar bundles and anchor bar holes (anchor bars). In the side slopes of different stratums, the uplift resistance generated by the anchor bar bundles is different, but the uplift resistance of the anchor bar bundles is often determined by the friction force of the section of the anchor bar hole. Commonly used tendon materials are generally high in tensile strength, and failure of the tendon generally occurs between the grout and the tendon or the tendon hole.
The commonly used measures for increasing the pullout resistance of the anchor bar bundle include increasing the length of the anchor bar bundle, increasing the diameter of the anchor bar bundle, or increasing the diameter of the anchor bar bundle hole. Although the length of the anchor bar bundle can be increased, the pullout resistance of the anchor bar bundle can be directly increased, but the length of the anchor bar bundle hole needs to be increased at the same time. The diameter of the anchor bar bundle is increased or the drilling diameter of the anchor bar bundle is increased, so that the pulling resistance of the anchor bar bundle can be increased, but the strength redundancy of the material of the anchor bar bundle is also increased, and the waste of the material of the bar body is caused.
Due to the difference of the properties of the materials, the strength and the properties of various materials of the anchor tendon are difficult to be coordinately exerted by adopting a conventional anchor tendon structure. The present invention therefore proposes a tendon structure with a self-expanding anchoring end.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome the shortcoming that exists among the prior art, provide an uplift resistance that can effectively increase the anchor muscle to restraint, promote anchor muscle material application performance, increase the anchor auxiliary member of the atress harmony of anchor muscle structure.
In order to realize the purpose, the utility model discloses a technical scheme as follows:
an anchoring auxiliary member is a cylinder body with a plurality of sliding grooves on the side surface; the sliding grooves are linearly arranged, and the bottom surfaces of the sliding grooves face to the axis and are arc surfaces; the auxiliary part is divided into a connecting section and an expanding section along the axis direction, and the vertical distance from the bottom surface of each sliding chute to the axis of the auxiliary part is unchanged on the connecting section; on the expanding section, the vertical distance from the bottom surface of each sliding groove to the axis of the auxiliary part is gradually increased from one end to the other end of the joint of the connecting section.
The auxiliary part can be used in cooperation with the anchor bar bundles, the connecting section is pressed between the anchor bar bundles, and each anchor bar correspondingly slides into the sliding groove, so that one end of each anchor bar bundle is expanded to form an anchor bar bundle anchoring end with expansion, a larger pulling resistance is provided for each anchor bar bundle, the length of a bar body is not required to be increased, anchoring holes are not required to be expanded, and stress coordination of all parts of each anchor bar bundle is effectively improved.
Furthermore, on the connecting section, the bottom surfaces of the sliding grooves are close to the axis of the auxiliary piece, so that the part of the auxiliary piece, which is positioned between the groove walls of the sliding grooves, is a thin wall.
Furthermore, in the expansion section, the groove depth of each sliding groove becomes shallower along with the increase of the vertical distance from the bottom surface of each sliding groove to the axis of the auxiliary member.
Furthermore, each sliding groove surface is also provided with a tooth-shaped structure.
Additionally, the utility model also provides an anchor, including the ordinary anchor muscle bundle that auxiliary member and a plurality of anchor muscle formed, the auxiliary member is impressed in the connection end of ordinary anchor muscle bundle through the linkage segment, thereby the anchor muscle one-to-one is in the spout ordinary anchor muscle bundle has the connection end of diffusion form.
Furthermore, the common anchor bar bundle and the auxiliary piece are bound and fixed.
Furthermore, the anchor bars are welded and fixed with each other to form a common anchor bar bundle.
In addition, the utility model discloses based on this anchor's technical scheme, still provide an anchor structure, including anchor eye and the anchor of installing in the anchor eye; wherein, the common anchor bar bundle is positioned in the anchor hole, and at least part of the connecting section of the auxiliary part is positioned in the anchor hole; grouting in the anchor hole.
Drawings
Fig. 1 is a schematic view of the anchoring structure of the auxiliary member completely pressed into the anchor tendon bundle of the present invention.
Fig. 2 is the utility model discloses the auxiliary member is not pressed into the anchor structure sketch map of anchor muscle bundle completely.
Fig. 3a is a cross-sectional view of a-a of fig. 1.
Fig. 3b is a cross-sectional view of b-b of fig. 1.
Fig. 4a is a cross-sectional view a-a of fig. 2.
Fig. 4b is a cross-sectional view of b-b of fig. 2.
Fig. 5 is a schematic view of the surface structure of the sliding chute of the present invention.
Detailed Description
The present invention will be further described with reference to the accompanying drawings.
Reference is made to the accompanying drawings. The present embodiments disclose an anchoring assistant, an anchor comprising such an assistant, and an anchoring structure. Wherein, the auxiliary member 11 is a strip-shaped cylinder with a plurality of sliding grooves 5 on the side surface. In the present embodiment, 3 sliding grooves 5 are provided, and the sliding grooves 5 are linearly arranged with the axis of the auxiliary 1 as the center of symmetry, that is, each sliding groove 5 is linearly extended from one end to the other end of the side surface of the auxiliary 1. The bottom surface of the sliding chute 5 faces to the axis and is a circular arc surface. The auxiliary member 1 is divided into a connecting section 10 and an expanding section 20 along the axial direction, wherein the diameter of a circumscribed circle of the cross section of the auxiliary member 1 of the connecting section 10 is always the same and unchanged, and the diameter is specifically represented as follows: the vertical distance from the bottom surface of each sliding chute 5 on the connecting section 10 to the axis of the auxiliary element 1 is not changed. The diameter of the circumscribed circle of the cross section of the auxiliary part 1 of the expanding section 20 gradually increases, which is characterized in that: in the enlarged section 20, the vertical distance from the bottom surface of each slide groove 5 to the axis of the auxiliary element 1 gradually increases from one end to the other end at the intersection with the connecting section 10. When the auxiliary part is used, the connecting section 10 of the auxiliary part 1 is pressed into the space between the anchor bar bundles 3, so that each anchor bar in the anchor bar bundles 3 correspondingly slides into the sliding groove 5, and the pressed end of the anchor bar bundle 3 is in a radially expanded state due to the fact that a certain distance exists between the sliding grooves 5 and the distance is finally increased, and therefore the anti-pulling force between the anchor bar bundles 3 and the anchor holes 6 is increased, and the anchoring stability is improved.
In addition, in order to prevent the anchor bar bundle 3 from slipping outwards and increase the pulling resistance of the anchor bar bundle 3, the surface of the sliding groove 5 is also provided with an anti-slip tooth structure 7.
In particular, in the connecting section 10, the bottom of each runner 5 is drawn toward the axis of the auxiliary element 1 so that the portion of the auxiliary element 1 located between the walls of each runner 5 is thin-walled. Therefore, the problem that the connecting section 10 of the auxiliary part 1 is too large in section and difficult to press into the anchor tendon bundles or the length of the pressed anchor tendon bundles is not enough and easy to separate due to the fact that the end of the anchor tendon bundle 3 is expanded too much when the anchor tendon bundles are pressed in can be solved.
In the enlarged section 20, the groove depth of each slide groove 5 becomes shallower as the vertical distance from the bottom surface of each slide groove 5 to the axis of the auxiliary 1 increases. Therefore, the distance between the bottom surfaces of the sliding chutes 5 can be adjusted, and the waste of material cost caused by the large sectional area of the expanded section 20 of the auxiliary 1 is avoided.
Of course, the anchor disclosed in this embodiment includes the auxiliary member 1 and the plurality of anchor bars forming the common anchor bar bundle 3, the auxiliary member 1 is pressed into the connecting end of the common anchor bar bundle 3 through the connecting section 10, and the anchor bars 8 are correspondingly positioned in the sliding grooves 5 so that the common anchor bar bundle 3 has a divergent connecting end. Wherein, ordinary anchor muscle 3 and auxiliary member 1 are binded fixedly through binding 2. The anchor bars 8 are fixed to each other by means of welding points 4.
The anchoring structure disclosed in the present embodiment includes an anchor hole 6 and an anchor installed in the anchor hole 6; wherein, ordinary anchor muscle 3 is in the anchor eye, and auxiliary member 1 has at least some linkage segment 10 to be located the anchor eye, and auxiliary member 1 can specifically adjust the length of pressing in the anchor muscle according to the anchor muscle expansion degree difference. The anchor holes 6 are normally grouted to secure the anchors.
It should be noted that the above describes exemplifying embodiments of the invention. However, it should be understood by those skilled in the art that the present invention is not limited to the above-described embodiments, which are only illustrative of the principles of the present invention, and that various changes and modifications may be made without departing from the scope of the present invention, and the changes and modifications are intended to fall within the scope of the present invention as claimed.

Claims (8)

1. An anchoring auxiliary member is characterized in that the auxiliary member is a cylinder body of which the side surface is provided with a plurality of sliding grooves; the sliding groove is linearly arranged, and the bottom surface of the sliding groove faces to the axis and is an arc surface; the auxiliary part is divided into a connecting section and an expanding section along the axis direction, and the vertical distance from the bottom surface of each sliding groove to the axis of the auxiliary part on the connecting section is not changed; on the expanding section, the vertical distance from the bottom surface of each sliding groove to the axis of the auxiliary element is gradually increased from one end to the other end at the joint of the connecting section.
2. An anchoring assistant according to claim 1, characterized in that in said connecting section, each of said chute bottoms is drawn toward said assistant axis so that a portion of said assistant located between each of said chute walls is thin-walled.
3. An anchoring assistant according to claim 1, wherein in said enlarged section, the groove depth of each of said slide grooves becomes shallower as the vertical distance from the bottom surface of each of said slide grooves to the axis of said assistant increases.
4. An anchoring aid according to any one of claims 1 to 3, wherein each runner surface is further provided with a castellated formation.
5. An anchor, characterized in that it comprises a conventional tendon bundle formed of an auxiliary member as claimed in any one of claims 1 to 4 and a plurality of anchor tendons, said auxiliary member being pressed into connecting ends of said conventional tendon bundle through connecting segments, said anchor tendons being located in said slide grooves in a one-to-one correspondence so that said conventional tendon bundle has diverging connecting ends.
6. An anchor as claimed in claim 5, wherein said common tendon is secured in binding relation with said auxiliary member.
7. An anchor as claimed in claim 5, wherein said tendons are welded to each other to form said common tendon bundles.
8. An anchoring structure comprising an anchor eye and the anchor of claim 5 mounted in said anchor eye; wherein, the common anchor bar bundle is positioned in the anchor hole, and at least part of the connecting section of the auxiliary piece is positioned in the anchor hole; grouting in the anchor hole.
CN202120969222.XU 2021-05-08 2021-05-08 Anchor auxiliary part, anchor and anchor structure Active CN217923647U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120969222.XU CN217923647U (en) 2021-05-08 2021-05-08 Anchor auxiliary part, anchor and anchor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120969222.XU CN217923647U (en) 2021-05-08 2021-05-08 Anchor auxiliary part, anchor and anchor structure

Publications (1)

Publication Number Publication Date
CN217923647U true CN217923647U (en) 2022-11-29

Family

ID=84146636

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120969222.XU Active CN217923647U (en) 2021-05-08 2021-05-08 Anchor auxiliary part, anchor and anchor structure

Country Status (1)

Country Link
CN (1) CN217923647U (en)

Similar Documents

Publication Publication Date Title
JP5335200B2 (en) Spiral steel pipe pile
CN100567659C (en) The base configuration of iron tower
KR101530871B1 (en) Retaining Wall Having Natural Rock And Construction Method Thereof
TWI771453B (en) Offshore structure
CN114319143A (en) Bridge top pushes away interim mound structure suitable for in deep soft soil stratum
JP4901593B2 (en) Underground bite type anchor and its anchor method
CN201943069U (en) Precast compacting-enlarging pile
JP2008163599A (en) Structure for anchoring main girder of bridge
CN217923647U (en) Anchor auxiliary part, anchor and anchor structure
KR100985823B1 (en) The foundation means of reinforcement work for which pulling out resistance pile and this were used
CN210127472U (en) Anti-pulling prestressed pipe pile
JP2011017184A (en) Retaining wall and method of constructing the same
CN111119163A (en) Concrete pile suitable for foundation treatment
KR20090118722A (en) Precast foundation and pile connection structure between precast foundation and pile
CN213233417U (en) Combined pile and combined foundation
KR101357773B1 (en) Micro pile for reinforcing foundation
CN2809219Y (en) Foundation pit anchor rod capable of reclaiming anchor bar
CN209741866U (en) Micro steel pipe pile structure with built-in reinforcing steel bar bundles
KR101334393B1 (en) Pre-boring method for micro pile
JP4814968B2 (en) Rational arrangement method of sheet pile
KR100942524B1 (en) Structure for connecting foundation piles having different diameter
CN214272057U (en) Assembled pile side anchoring beam structure
CN204825862U (en) Double -deck keel does not have prestressed pile or post
CN203514306U (en) Partial-bonding pulling force dispersing type prestress anti-pulling and anti-floating pile
JP2013036188A (en) Pile structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant