Self-adaptive anchoring device for deformed slope and construction method thereof

文档序号:610924 发布日期:2021-05-07 浏览:21次 中文

阅读说明:本技术 变形边坡的自适应锚固装置及其施工方法 (Self-adaptive anchoring device for deformed slope and construction method thereof ) 是由 张磊 夏炎 刘传新 张强 于 2020-12-23 设计创作,主要内容包括:本发明涉及边坡防护领域,具体公开一种变形边坡的自适应锚固装置及其施工方法。变形边坡的自适应锚固装置包括固定锚杆可旋转的转动调节盘、锚杆套以及底杆。本发明的自适应锚固装置与护坡配合稳定,可避免出现锚固装置脱落以及固定能力降低的情况,通过应力条的设置将固定锚杆位于孔洞内部形成弓形,进而当锚固装置侧壁出现弯曲应力时,通过弓形的应力条,使弯曲应力分布至固定锚杆上,进而大大降低固定锚杆侧壁的受力强度,进而大大固定锚杆的抗弯曲应力强度,进而避免钢管桩出现无法抵抗边坡扩展变形的作用力而导致钢管桩弯曲变形的情况。(The invention relates to the field of slope protection, and particularly discloses a self-adaptive anchoring device for a deformed slope and a construction method thereof. The self-adaptive anchoring device of the deformed slope comprises a rotary adjusting disc for fixing an anchor rod in a rotatable mode, an anchor rod sleeve and a bottom rod. The self-adaptive anchoring device is stably matched with the slope protection, the situations that the anchoring device falls off and the fixing capacity is reduced can be avoided, the fixing anchor rod is positioned in the hole through the stress strips to form an arch shape, when the side wall of the anchoring device has bending stress, the bending stress is distributed on the fixing anchor rod through the arch-shaped stress strips, the stress strength of the side wall of the fixing anchor rod is greatly reduced, the bending stress strength of the fixing anchor rod is greatly improved, and the situation that the steel pipe pile is bent and deformed due to the acting force which cannot resist the expansion and deformation of the slope is avoided.)

1. A self-adaptive anchoring device for a deformed slope is characterized by comprising a fixed anchor rod (1), a rotatable rotary adjusting disc (2), an anchor rod sleeve (3) and a bottom rod (5);

the rotary adjusting disc (2) is sleeved at one end of the fixed anchor rod (1);

the other end of the fixed anchor rod (1) extends into the anchor rod sleeve (3), and the fixed anchor rod (1) is rotationally and fixedly connected with the anchor rod sleeve (3);

the stress strip (4) is embedded and mounted on the outer side wall of the anchor rod sleeve (3);

the bottom rod (5) is arranged at the lower end of the anchor rod sleeve (3), and the upper end of the bottom rod (5) is fixedly connected with the lower end of the fixed anchor rod (1);

the stress strip (4) is in transmission fit with the fixed anchor rod (1), and the lower end of the stress strip (4) is in sliding fit with the bottom rod (5).

2. The deformed slope adaptive anchoring device according to claim 1, wherein the fixed anchor (1) comprises an anchor body (12) and an anchor head (13) fixed at the upper end of the anchor body (12);

the lower end of the anchor rod body (12) is fixedly provided with a rotating head (11), and the anchor rod body (12) is fixedly connected with the bottom rod (5) in a rotating manner through the rotating head (11);

anchor rod cover (3) inboard is located in fixed stock (1), and is equipped with the screw thread on fixed stock (1) lateral wall, anchor rod cover (3) upper end is located in anchor rod head (13), change adjusting disk (2) and fix anchor rod head (13) lateral wall.

3. The adaptive anchoring device for deformed slopes according to claim 2, wherein the rotating head (11) is a truncated cone with an inverted T-shaped cross section.

4. The adaptive slope anchoring device according to claim 1, wherein the rotatable rotary adjusting disc (2) comprises a ring-shaped adjusting body (21), and the adjusting body (21) is fixedly sleeved on the anchor rod head (13);

the adjusting device is characterized in that a limiting ring (22) is fixed at the lower end of the adjusting body (21), the limiting ring (22) is in a ring shape with an L-shaped cross section, and the adjusting body (21) is rotationally fixed on the upper end face of the anchor rod sleeve (3) through the limiting ring (22).

5. The self-adaptive anchoring device for the deformed slope according to claim 1, wherein the anchor rod sleeve (3) comprises a sliding block (31), a matching groove (32) is formed in the outer side wall of the sliding block (31), and the sliding block (31) is arranged inside the anchor rod sleeve body (34) in a sliding mode;

the utility model discloses a bolt sleeve, including anchor sleeve body (34), anchor sleeve body (34) and cooperation recess (32), the hollow cylinder casing that both ends link up is, be equipped with locator card strip (36) on anchor sleeve body (34) lateral wall, anchor sleeve body (34) lower extreme is fixed with extrusion card strip (35), be equipped with cooperation extrusion draw runner (33) on extrusion card strip (35) inside wall, cooperation extrusion draw runner (33) and cooperation recess (32) sliding fit.

6. The adaptive slope anchoring device according to claim 1, wherein the stress bars (4) comprise three stress bar bodies (41), and the three stress bar bodies (41) are arranged on the outer side wall of the anchor sleeve body (34).

7. The self-adaptive anchoring device for deformed slopes according to claim 6, wherein the upper ends of the three stress bar bodies (41) are fixedly connected with the anchor sleeve body (34), and the lower ends of the three stress bar bodies are in sliding fit with the bottom rod (5);

two sliding blocks (42) are arranged on the inner side of the stress bar body (41), the two sliding blocks (42) are both circular, threads are arranged on the inner side walls of the two sliding blocks (42), and the rotating directions of the threads are opposite; the sliding blocks (42) are rotationally fixed on the anchor rod body (12) through inner side wall threads; all evenly be fixed with push rod (43) on two slider (42) lateral walls, and push rod (43) one end is rotated with slider (42) and is connected, and the other end rotates with rotation seat (44) and is connected, it is fixed in on stress strip body (41) to rotate seat (44).

8. The adaptive anchoring device of a deformed slope according to claim 1, characterized in that the bottom rod (5) comprises a bottom rod body (53), the bottom rod body (53) being a solid cylinder;

the upper end of the bottom rod body (53) is provided with a rotation limiting groove (51), the bottom rod body (53) is rotatably connected with the fixed anchor rod (1) through the rotation limiting groove (51), and the rotation limiting groove (51) is matched with the rotating head (11);

the utility model discloses a pole body, including sill bar body (53), bottom bar body (53) lateral wall downside evenly is equipped with a plurality of fixed recess (54), sill bar body (53) lateral wall upside evenly is equipped with stress strip cooperation spout (52), stress strip cooperation spout (52) and stress strip body (41) lower extreme sliding fit.

9. A construction method of the self-adaptive anchoring device for deformed slopes according to claim 1, characterized by comprising the steps of:

1) punching holes on the deformed slope;

2) a bottom rod (5) of the self-adaptive anchoring device is extended into the hole;

3) the rotatable rotating adjusting disc (2) is rotated, and the rotating adjusting disc (2) drives the fixed anchor rod (1) to rotate the sliding block (31) and the sliding block (42) to move;

4) the sliding block (31) moves to open the extrusion clamping strip (35) so as to extrude the hole wall and clamp the self-adaptive anchoring device in the hole;

5) the sliding block (42) moves to drive the pushing rod (43) to move, so that the stress bar body (41) is tensioned into an arc shape, and the stress bar body (41) is tightly contacted with the hole wall;

6) and grouting into the hole, and solidifying.

Technical Field

The invention belongs to the technical field of road kerbs, particularly relates to a slope protection technology, and particularly provides a self-adaptive anchoring device for a deformed slope and a construction method thereof.

Background

The side slope refers to a slope surface with a certain slope which is formed on two sides of the roadbed to ensure the stability of the roadbed. In the long-term use process of the side slope, the side slope is easy to deform due to the fact that the side slope is washed by gravity and rainwater, the structure of the side slope is changed, the side slope collapses, breaks or loses water and soil, and a road or a building is covered.

In order to avoid the problem, an anchoring device is usually required to be constructed on the side slope for fixing the side slope, and an currently adopted anchoring treatment mode is to arrange steel pipe piles at intervals along the side edge of the upper slope of the deformed side slope at the periphery of the deformed side slope for reinforcement treatment so as to prevent the upper side slope from further deforming and expanding. The steel pipe pile has the characteristics of rapidness, simple and effective construction conditions and the like; however, the sectional area of the steel pipe is small, and the actual bending resistance of the steel pipe is weak, so that the actual reinforcing effect on the side slope is limited, and the problem that the steel pipe pile cannot resist the acting force of the side slope expansion deformation in some cases, so that the steel pipe pile is bent and deformed, and even the anchoring device is completely failed easily occurs. For example, chinese application publication No. CN109469076 proposes an anchoring device for a deformed slope, which is used to solve the problems that the bending resistance of a steel pipe pile is weak, the reinforcing effect on the slope is limited, and the bending deformation of the steel pipe pile is likely to occur, and even the anchoring device fails completely. The steel pipe pile is connected with the anchoring piece through the connecting piece by arranging the anchoring piece and the connecting piece, and the steel pipe pile is provided with tension support through the anchoring effect of the anchoring piece; and then one end of each steel pipe pile inserted into the side slope can be connected with the stable bedrock, and the end part of each steel pipe pile penetrating out of the surface of the side slope is connected with the anchoring part through the connecting part, so that the bending resistance of the steel pipe pile is improved, and the further deformation problem of the side slope is effectively controlled.

However, the contact position between the anchoring device and the slope protection is only fixed by the friction force between the outer side wall of the anchor rod and the wall of the hole, so that the anchoring device and the slope protection are unstable in fixation, the anchoring device falls off or the fixing capacity is reduced due to extrusion, meanwhile, the existing anchoring devices are all of a straight rod structure, and the steel pipe pile is easy to bend and deform due to the fact that the acting force which cannot resist the expansion and deformation of the slope occurs.

Disclosure of Invention

Aiming at the defects in the prior art, the invention aims to provide a self-adaptive anchoring device for a deformed slope and a construction method thereof.

According to the improved first aspect of the invention, the self-adaptive anchoring device for the deformed slope comprises a fixed anchor rod, wherein a rotatable rotating adjusting disc is fixedly sleeved at one end of the fixed anchor rod, the other end of the fixed anchor rod extends into an anchor rod sleeve, the fixed anchor rod is fixedly connected with the anchor rod sleeve in a rotating manner, a stress strip is embedded in the outer side wall of the anchor rod sleeve and is in transmission fit with the fixed anchor rod, the lower end of the stress strip is in sliding fit with a bottom rod, the bottom rod is arranged at the lower end of the anchor rod sleeve, and the upper end of the bottom rod is fixedly connected with the lower end of the fixed anchor rod.

Further, fixed stock includes the stock body, stock body upper end is fixed with the stock head, stock body lower extreme is fixed with the rotating head, the rotating head is the round platform of type of falling T for the cross section, the stock body passes through the rotating head and rotates fixed connection with the sill bar, the stock cover inboard is located to fixed stock, and is equipped with the screw thread on the fixed stock lateral wall, stock cover upper end is located to the stock head, and the fixed rotatable adjusting disk that rotates that is equipped with on the first lateral wall of stock.

Further, rotatable rotation adjustment disk is including adjusting the body, it is the ring type to adjust the body, and adjusts and be equipped with anti-skidding line on the body lateral wall, it is overhead in the stock to adjust the fixed cover of body, it is fixed with spacing ring to adjust the body lower extreme, spacing ring is the ring form that the cross section is the L type, it is fixed in on the stock upper end face through spacing ring rotation to adjust the body.

Further, the anchor rod cover comprises a sliding block, a matching groove is formed in the outer side wall of the sliding block, the sliding block is arranged on the inner side of the anchor rod cover body in a sliding mode, the anchor rod cover body is a hollow cylindrical shell with two through ends, a positioning clamping strip is arranged on the outer side wall of the anchor rod cover body, an extrusion clamping strip is fixed to the lower end of the anchor rod cover body, a matching extrusion sliding strip is arranged on the inner side wall of the extrusion clamping strip, and the matching extrusion sliding strip is in sliding fit with the matching groove.

Further, stress strip includes stress strip body, stress strip body is equipped with threely altogether, and is three on anchor sleeve body lateral wall is located to stress strip body, and is three stress strip body upper end all with anchor sleeve body fixed connection, and three stress strip body lower extreme and sill bar sliding fit, three stress strip body inboard is equipped with two sliders, two the slider all is the ring, two all be equipped with the screw thread on the slider inside wall, and two slider inside wall screw threads revolve to opposite, two the slider all is fixed in on the anchor rod body through inside wall screw thread rotation, two all evenly be fixed with the push rod on the slider lateral wall, and push rod one end is connected with the slider rotation, and the other end rotates with the rotation seat to be connected, it is fixed in on the stress strip body to rotate the seat.

Further, the sill bar includes the sill bar body, the sill bar body is solid cylinder, sill bar body upper end is equipped with rotates spacing recess, the sill bar body rotates with fixed stock through rotating spacing recess and is connected, and rotates spacing recess and cooperate with the rotating head, sill bar body lateral wall downside evenly is equipped with a plurality of fixed recesses, sill bar body lateral wall upside evenly is equipped with stress strip cooperation spout, stress strip cooperation spout and stress strip body lower extreme sliding fit.

According to the improved second aspect of the invention, the construction method of the self-adaptive anchoring device for the always deformed slope is also provided, and comprises the following steps:

1) punching holes on the deformed slope;

2) extending a bottom rod of the self-adaptive anchoring device into the hole;

3) rotating the rotatable rotating adjusting disc, and driving the fixed anchor rod to rotate the sliding block and the sliding block to move by the rotatable rotating adjusting disc;

4) the sliding block moves to enable the extrusion clamping strip to be opened, so that the hole wall is extruded, and the self-adaptive anchoring device is clamped in the hole;

5) the sliding block moves to drive the pushing rod to move, so that the stress bar body is tensioned into an arc shape and is in close contact with the hole wall;

6) and grouting into the hole, and solidifying.

Compared with the prior art, the invention has the beneficial effects that:

1. the self-adaptive anchoring device is provided with the extrusion clamping strips, and the extrusion clamping strips enable the anchoring device to be positioned in the hole part of the slope protection to form an expansion screw structure, so that the fixing strength of the anchoring device and the slope protection is improved, the anchoring device and the slope protection are stably matched, and the situations that the anchoring device falls off and the fixing capacity is reduced are avoided;

2. further, can make fixed stock be located the inside bow-shaped formation in hole through the design of stress strip, and then when the anchor device lateral wall bending stress appears, through bow-shaped stress strip, make bending stress distribute to fixed stock on, and then the stress strength of the fixed stock lateral wall of greatly reduced, and then the anti bending stress intensity of greatly fixed stock, and then avoid the steel-pipe pile to appear the effort that can't resist the slope extension deformation and lead to the condition of steel-pipe pile bending deformation.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.

FIG. 1 is a schematic structural diagram of an adaptive anchoring device for a deformed slope according to the present invention;

FIG. 2 is a schematic structural diagram of a fixing anchor rod of the self-adaptive anchoring device for a deformed slope of the invention;

FIG. 3 is a schematic structural view of a rotatable adjusting disc of the self-adaptive anchoring device for a deformed slope of the present invention;

FIG. 4 is a schematic structural view of the anchor sleeve of the self-adaptive anchoring device for a deformed slope of the present invention;

FIG. 5 is a schematic structural diagram of a stress bar of the self-adaptive anchoring device for a deformed slope of the present invention;

FIG. 6 is a schematic structural view of the bottom rod of the self-adaptive anchoring device for a deformed slope of the present invention;

fig. 7 is a schematic view of the unfolding structure of the self-adaptive anchoring device for the deformed slope of the invention.

The meaning of the individual reference symbols in the figures is as follows:

the anchor rod fixing device comprises a fixed anchor rod 1, a rotatable rotating adjusting disc 2, an anchor rod sleeve 3, a stress strip 4 and a bottom rod 5;

the anchor rod comprises a rotating head 11, an anchor rod body 12, an anchor rod head 13, an adjusting body 21 and a limiting ring 22;

the sliding block 31 is matched with the groove 32, matched with the extrusion sliding strip 33, the anchor rod sleeve body 34, the extrusion clamping strip 35 and the positioning clamping strip 36;

a stress bar body 41, a sliding block 42, a pushing rod 43 and a rotating seat 44;

the limiting groove 51 is rotated, the stress strip is matched with the sliding groove 52, the bottom rod body 53 and the fixing groove 54.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

The self-adaptive anchoring device for deformed slopes, which is shown in the exemplary embodiment in fig. 1 to 7, comprises a fixed anchor rod 1, a rotatable rotary adjusting disc 2, an anchor rod sleeve 3 and a bottom rod 5.

With the combination of the figure, one end of the fixed anchor rod 1 is fixedly sleeved with a rotatable rotating adjusting disc 2, and the other end of the fixed anchor rod 1 extends into the anchor rod sleeve 3.

The fixed anchor rod 1 and the anchor rod sleeve 3 are fixedly connected in a rotating mode, the outer side wall of the anchor rod sleeve 3 is embedded with a stress strip 4, and the stress strip 4 is in transmission fit with the fixed anchor rod 1.

The lower end of the stress strip 4 is in sliding fit with the bottom rod 5, the bottom rod 5 is arranged at the lower end of the anchor rod sleeve 3, and the upper end of the bottom rod 5 is fixedly connected with the lower end of the fixed anchor rod 1.

As shown in fig. 2, in a preferred embodiment, the fixed anchor rod 1 includes an anchor rod body 12, an anchor rod head 13 is fixed on the upper end of the anchor rod body 12, a rotating head 11 is fixed on the lower end of the anchor rod body 12, the rotating head 11 is a circular truncated cone with an inverted T-shaped cross section, the anchor rod body 12 rotates and is fixedly connected with the bottom rod 5 through the rotating head 11, the fixed anchor rod 1 is arranged inside the anchor rod sleeve 3, a thread is arranged on the outer side wall of the fixed anchor rod 1, the anchor rod head 13 is arranged on the upper end of the anchor rod sleeve 3, and a rotatable rotating adjusting disc 2 is fixedly.

As shown in fig. 3, in an alternative embodiment, the rotatable rotation adjusting disk 2 includes an adjusting body 21, the adjusting body 21 is a circular ring, anti-slip threads are disposed on the outer side wall of the adjusting body 21, the adjusting body 21 is fixedly sleeved on the anchor rod head 13, a limiting ring 22 is fixed at the lower end of the adjusting body 21, the limiting ring 22 is a circular ring with an L-shaped cross section, and the adjusting body 21 is rotatably fixed on the upper end surface of the anchor rod sleeve 3 through the limiting ring 22.

As shown in fig. 4, in an optional embodiment, the anchor sleeve 3 includes a sliding block 31, a matching groove 32 is provided on an outer side wall of the sliding block 31, the sliding block 31 is slidably provided inside an anchor sleeve body 34, the anchor sleeve body 34 is a hollow cylindrical shell with two through ends, a positioning clamping strip 36 is provided on an outer side wall of the anchor sleeve body 34, an extrusion clamping strip 35 is fixed at a lower end of the anchor sleeve body 34, a matching extrusion sliding strip 33 is provided on an inner side wall of the extrusion clamping strip 35, and the matching extrusion sliding strip 33 is in sliding fit with the matching groove 32.

As shown in fig. 5, in an alternative embodiment, the stress bar 4 includes a stress bar body 41, the number of the stress bar bodies 41 is three, the three stress bar bodies 41 are disposed on the outer side wall of the anchor sleeve body 34, the upper ends of the three stress bar bodies 41 are all fixedly connected to the anchor sleeve body 34, the lower end of the three stress bar bodies 41 is in sliding fit with the bottom rod 5, two sliders 42 are disposed inside the three stress bar bodies 41, the two sliders 42 are all circular rings, threads are disposed on the inner side walls of the two sliders 42, the threads of the inner side walls of the two sliders 42 are opposite in rotation direction, the two sliders 42 are all rotationally fixed on the anchor rod body 12 through the inner side wall threads, push rods 43 are uniformly fixed on the outer side walls of the two sliders 42, one end of each push rod 43 is rotationally connected to the slider 42, the other end is rotationally connected to the.

As shown in fig. 6, in an alternative embodiment, the bottom rod 5 includes a bottom rod body 53, the bottom rod body 53 is a solid cylinder, a rotation limiting groove 51 is disposed at an upper end of the bottom rod body 53, the bottom rod body 53 is rotatably connected to the fixing anchor rod 1 through the rotation limiting groove 51, the rotation limiting groove 51 is matched with the rotating head 11, a plurality of fixing grooves 54 are uniformly disposed on a lower side of an outer side wall of the bottom rod body 53, a stress bar matching sliding groove 52 is uniformly disposed on an upper side of an outer side wall of the bottom rod body 53, and the stress bar matching sliding groove 52 is in sliding fit with a lower end of the.

The self-adaptive anchoring device combined with the embodiment specifically comprises the following steps in the construction process:

1) punching holes on the deformed slope;

2) moving the bottom rod 5 of the self-adaptive anchoring device and extending into the hole;

3) the rotatable rotating adjusting disk 2 is rotated, and the rotatable rotating adjusting disk 2 drives the fixed anchor rod 1 to rotate the sliding block 31 and the sliding block 42 to move;

4) the sliding block 31 moves to open the extrusion clamping strip 35, so that the hole wall is extruded, and the self-adaptive anchoring device is clamped in the hole;

5) the sliding block 42 moves to drive the pushing rod 43 to move, so that the stress bar body 41 is tensioned into an arc shape, and the stress bar body 41 is tightly contacted with the hole wall;

6) and grouting into the hole, and solidifying.

The preferred embodiments of the invention disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best utilize the invention. The invention is limited only by the claims and their full scope and equivalents.

11页详细技术资料下载
上一篇:一种医用注射器针头装配设备
下一篇:一种液压挖掘机打桩设备

网友询问留言

已有0条留言

还没有人留言评论。精彩留言会获得点赞!

精彩留言,会给你点赞!

技术分类