CN221052664U - Combined retaining wall structure of prestressed anchor cable retaining wall - Google Patents

Combined retaining wall structure of prestressed anchor cable retaining wall Download PDF

Info

Publication number
CN221052664U
CN221052664U CN202323115065.4U CN202323115065U CN221052664U CN 221052664 U CN221052664 U CN 221052664U CN 202323115065 U CN202323115065 U CN 202323115065U CN 221052664 U CN221052664 U CN 221052664U
Authority
CN
China
Prior art keywords
retaining wall
anchor
stock
fixed
anchor rope
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
CN202323115065.4U
Other languages
Chinese (zh)
Inventor
陈紫薇
徐彬
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.)
Hubei Xingye Geological Engineering Co ltd
Original Assignee
Hubei Xingye Geological Engineering 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 Hubei Xingye Geological Engineering Co ltd filed Critical Hubei Xingye Geological Engineering Co ltd
Priority to CN202323115065.4U priority Critical patent/CN221052664U/en
Application granted granted Critical
Publication of CN221052664U publication Critical patent/CN221052664U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses a combined retaining wall structure of a prestressed anchor rope and retaining wall, which comprises a retaining wall, wherein one side of the surface of the retaining wall is provided with a stabilizing mechanism for improving the installation stability, the stabilizing mechanism comprises anchor rods, anchor ropes, fixing blocks, limiting rods and limiting rings, one side of the retaining wall is provided with the anchor rods, the anchor ropes are arranged in the anchor rods, one ends of the anchor ropes are fixedly connected with one side of the inside of the anchor rods, the side wall of the inside of the anchor rods is fixedly provided with a plurality of fixing blocks, four fixing blocks are uniformly distributed in the anchor rods at intervals, and the limiting rods are movably inserted in the fixing blocks. The utility model has good use effect, saves the traditional steps of drilling holes, installing the anchor cable after cleaning holes and grouting and fixing for the installation of the anchor cable, and can automatically complete the locking of the anchor cable and the anchor cable by only inserting the anchor cable into the anchor cable and then pulling out the anchor cable by using a hydraulic device.

Description

Combined retaining wall structure of prestressed anchor cable retaining wall
Technical Field
The utility model relates to the technical field of retaining wall structures, in particular to a combined retaining wall structure of a prestressed anchor cable retaining wall.
Background
The retaining wall is a structure for supporting soil and preventing the soil from sliding down. They are typically made of stone, concrete, wood or other materials that can withstand the pressure of the soil and disperse it onto the foundation. The retaining wall has wide application in the fields of civil engineering, road and bridge construction, hydraulic engineering and the like.
The retaining wall in the prior art is various such as gravity type retaining wall, cantilever type retaining wall and buttress type retaining wall, and some retaining walls may need anchor cable for reinforcement and fixation after installation.
In the prior art, holes are generally drilled for installing the anchor cable when the anchor cable is paved, but the holes are drilled in a troublesome step in the whole construction step, the problem of collapse of the installation holes is also required to be worried about, and the installation efficiency is seriously affected, so that the combined retaining wall structure of the prestressed anchor cable is required to be improved aiming at the problem.
Disclosure of utility model
The utility model aims to provide a combined retaining wall structure of a prestressed anchor rope retaining wall, which solves the problems in the prior art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a prestressed anchorage cable barricade combination retaining wall structure, includes the retaining wall, retaining wall surface one side is provided with the stabilizing mean who improves installation stability, stabilizing mean includes stock, anchor rope, fixed block, gag lever post, spacing ring, retaining wall one side is provided with the stock, the inside anchor rope that is provided with of stock (the anchor rope is stranded wire rope winding together), anchor rope one end and the inside one side fixed connection of stock, the inboard lateral wall of stock is fixed and is provided with the fixed block, the fixed block is provided with a plurality of, and four for a set of even interval distribution in the stock inside, the inside activity interlude of fixed block is provided with the gag lever post, gag lever post one end activity interlude extends to the stock outside through the stock, anchor rope outside fixed surface is provided with the spacing ring, retaining wall surface is provided with the coupling mechanism who is connected with stabilizing mean.
Preferably, the connecting mechanism comprises a connecting frame, a connecting sleeve, a connecting ring, a rotating ring and a screw rod, wherein the connecting frame is fixedly arranged on the outer side of the retaining wall, the connecting sleeve is fixedly arranged in the connecting frame, the connecting ring is fixedly arranged on one side of the connecting sleeve, the rotating ring is movably arranged in the middle of the inner side of the connecting ring through a bearing, the screw rod is movably screwed in the middle of the inner side of the rotating ring through threads, and one end, close to an anchor cable, of the screw rod is fixedly connected with the anchor cable; the stabilizing mechanism and the retaining wall can be quickly connected and fixed together through the connecting mechanism, and the tensioning degree of the steel cable can be adjusted.
Preferably, the outer side surface of the rotating ring is fixedly provided with a screwing block, and the rotating ring can be conveniently rotated by using a tool through the screwing block, so that the screw rod can be forced to drive the anchor cable to move towards the direction close to the connecting sleeve under the action of the screw thread, and the anchor cable can be tensioned.
Preferably, a locking screw is fixedly arranged between the connecting sleeve and the connecting ring, and the connecting sleeve and the connecting ring can be fixed through the locking screw.
Preferably, a drill bit is fixedly arranged at one end of the anchor rod, and the anchor rod can be conveniently inserted into the target soil layer by using the hydraulic device through the drill bit.
Preferably, the fixed ground nail that is provided with of retaining wall lower extreme can conveniently say through the ground nail that the lower extreme of retaining wall inserts inside the cement base, and the lower extreme of retaining wall also mainly relies on the ground nail to fix.
Preferably, the stop block is fixedly arranged at one end of the stop rod, and the stop rod can be prevented from falling off from the inside of the fixed block through the stop block.
Compared with the prior art, the utility model has the beneficial effects that:
1. According to the utility model, the hydraulic device props against the anchor rod after the anchor rod is inserted so as not to move the anchor rod, and then the anchor rope is pulled out, so that the anchor rope is stressed and straightened, and the limiting rod is extruded through the limiting ring when the anchor rope is pulled out and straightened, so that the limiting rod is opened to the periphery to form a state shown in fig. 3, so that the barb formed by the limiting rod is inserted into a surrounding soil layer, the anchor rod and the anchor rope can be quickly fixed, the device omits the traditional steps of drilling holes, cleaning holes and installing the anchor rope after grouting, and the installation efficiency of the anchor rope is greatly improved.
2. According to the utility model, foundation pit pouring cement is excavated at a target position, then the retaining wall is inserted into the target position by using the ground nails, at the moment, the connecting ring at one end of the anchor rod and the connecting sleeve are fixed by the locking screw, and then the rotating ring is rotated by using a tool, so that the screw rod can be forced to drive the anchor cable to move towards the direction close to the connecting sleeve under the action of the screw thread, and the anchor cable and the retaining wall can be connected, so that the connection between the device and the retaining wall is convenient, and the device is convenient to use.
Drawings
FIG. 1 is a schematic view of the overall structure of a retaining wall structure of a prestressed anchorage cable retaining wall assembly according to the present utility model;
FIG. 2 is a cross-sectional view of the overall structure of the connecting mechanism of the retaining wall assembly of the prestressed anchorage cable of the present utility model;
FIG. 3 is a cross-sectional view of an anchor rod in a pre-stressed anchor retaining wall assembly of the present utility model;
fig. 4 is an initial view of a stop lever in a combined retaining wall structure of a prestressed anchorage cable retaining wall according to the present utility model.
In the figure: 1. a retaining wall; 2. a bolt; 3. an anchor cable; 4. a fixed block; 5. a limit rod; 6. a limiting ring; 7. a connecting frame; 8. a connecting sleeve; 9. a connecting ring; 10. a rotating ring; 11. a screw; 12. twisting the block; 13. locking a screw; 14. a drill bit; 15. ground nails; 16. and a limiting block.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, the present utility model provides a technical solution: the utility model provides a 3 barricade combination retaining wall structures of prestressed anchorage cable, includes retaining wall 1, retaining wall 1 surface one side is provided with the stabilizing mean who improves installation stability, stabilizing mean includes stock 2, anchor rope 3, fixed block 4, gag lever post 5, spacing ring 6, retaining wall 1 one side is provided with stock 2, stock 2 inside is provided with anchor rope 3 (anchor rope 3 is stranded wire rope winding cable together), anchor rope 3 one end and the inside one side fixed connection of stock 2, the fixed block 4 that is provided with of stock 2 inboard lateral wall, fixed block 4 is provided with a plurality ofly, and fixed block 4 is a set of even interval distribution inside stock 2, the inside activity interlude of fixed block 4 is provided with gag lever post 5, 5 one end activity interlude of gag lever post is extended to the stock 2 outside through stock 2, anchor rope 3 outside surface fixation is provided with spacing ring 6, retaining wall 1 surface is provided with the coupling mechanism who is connected with stabilizing mean.
The connecting mechanism comprises a connecting frame 7, a connecting sleeve 8, a connecting ring 9, a rotating ring 10 and a screw 11, wherein the connecting frame 7 is fixedly arranged on the outer side of the retaining wall 1, the connecting sleeve 8 is fixedly arranged in the connecting frame 7, the connecting ring 9 is fixedly arranged on one side of the connecting sleeve 8, the rotating ring 10 is movably arranged in the middle of the inner side of the connecting ring 9 through a bearing, the screw 11 is movably screwed in the middle of the inner side of the rotating ring 10 through threads, and one end, close to the anchor cable 3, of the screw 11 is fixedly connected with the anchor cable 3; the stabilizing mechanism and the retaining wall 1 can be quickly connected and fixed together through the connecting mechanism, and the tensioning degree of the steel cable can be adjusted;
the screwing block 12 is fixedly arranged on the outer side surface of the rotating ring 10, the rotating ring 10 can be conveniently rotated by a tool through the screwing block 12, so that the screw 11 can be forced to drive the anchor cable 3 to move towards the direction close to the connecting sleeve 8 under the action of threads, and the anchor cable 3 can be tensioned;
a locking screw 13 is fixedly arranged between the connecting sleeve 8 and the connecting ring 9, and the locking screw 13 can play a role of fixing the connecting sleeve 8 and the connecting ring 9;
A drill bit 14 is fixedly arranged at one end of the anchor rod 2, and the anchor rod 2 can be conveniently inserted into a target soil layer by using a hydraulic device through the drill bit 14;
The lower end of the retaining wall 1 is fixedly provided with a ground nail 15, the lower end of the retaining wall 1 can be conveniently inserted into the cement base through the ground nail 15, and the lower end of the retaining wall 1 is also fixed mainly by virtue of the ground nail 15;
The limiting block 16 is fixedly arranged at one end of the limiting rod 5, and the limiting rod 5 can be prevented from falling upwards from the inside of the fixed block 4 through the limiting block 16.
Working principle: when the device is used, firstly the anchor rod 2 is installed, the anchor rod 2 is inserted into the target position by utilizing the hydraulic device when the anchor rod 2 is installed, at the moment, the initial state of the limiting rod 5 is shown in fig. 4, the limiting rod 5 is contracted in the anchor rod 2, so that the blocking is not performed, the hydraulic device props against the anchor rod 2 after the insertion of the anchor rod 2 is completed, the anchor rod 2 is not moved, then the anchor rope 3 is pulled out, so that the anchor rope 3 is stressed and straightened, and when the anchor rope 3 is pulled out and straightened, the limiting rod 5 is extruded by the limiting ring 6, so that the limiting rod 5 is opened to the periphery to form a state shown in fig. 3, the limiting rod 5 can be inserted into surrounding soil layers to form a gripping effect, the anchor rod 2 can be firmly fixed, the quick fixation of the anchor rod 2 and the anchor rope 3 can be completed, the traditional steps of drilling, cleaning holes and installing the anchor rope 3 after grouting are omitted, and the installation efficiency of the anchor rope 3 is greatly improved;
Then excavate foundation ditch pouring cement at the target position and then utilize ground nail 15 to insert retaining wall 1 in the target position, fix go on locking screw 13 with go-between 9 and the adapter sleeve 8 of stock 2 one end this moment, then utilize and utilize the instrument rotation swivel ring 10 to can force screw rod 11 to drive anchor rope 3 to be close to the direction removal of adapter sleeve 8 under the effect of screw thread, thereby can be with being connected between anchor rope 3 and the retaining wall 1, so the connection between device and the retaining wall 1 is also comparatively convenient, convenient to use.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The utility model provides a prestressing force anchor rope barricade combination barricade structure, includes retaining wall (1), its characterized in that: the retaining wall (1) surface one side is provided with the stabilizing mean who improves installation stability, stabilizing mean includes stock (2), anchor rope (3), fixed block (4), gag lever post (5), spacing ring (6), retaining wall (1) one side is provided with stock (2), stock (2) inside is provided with anchor rope (3), anchor rope (3) one end and inside one side fixed connection of stock (2), stock (2) inboard lateral wall is fixed to be provided with fixed block (4), fixed block (4) are provided with a plurality ofly, and fixed block (4) are four inside stock (2) for a set of even interval distribution, fixed block (4) inside activity alternates and is provided with gag lever post (5), gag lever post (5) one end activity alternates and extends to the stock (2) outside through stock (2), anchor rope (3) outside fixed surface is provided with spacing ring (6), retaining wall (1) surface is provided with the coupling mechanism who is connected with stabilizing mean.
2. The pre-stressed anchor line retaining wall composite retaining wall structure of claim 1, wherein: coupling mechanism includes link (7), adapter sleeve (8), go-between (9), rotation ring (10), screw rod (11), fixed link (7) are provided with in the retaining wall (1) outside, the inside fixed adapter sleeve (8) that is provided with of link (7), fixed link (9) are provided with in adapter sleeve (8) one side, the inboard middle part of go-between (9) is provided with rotation ring (10) through the bearing activity, the inboard middle part of rotation ring (10) is provided with screw rod (11) through the screw thread activity spin, fixed connection between one end that screw rod (11) are close to anchor rope (3) and anchor rope (3).
3. The pre-stressed anchor line retaining wall composite retaining wall structure of claim 2, wherein: the outer side surface of the rotating ring (10) is fixedly provided with a screwing block (12).
4. The pre-stressed anchor line retaining wall composite retaining wall structure of claim 2, wherein: a locking screw (13) is fixedly arranged between the connecting sleeve (8) and the connecting ring (9).
5. The pre-stressed anchor line retaining wall composite retaining wall structure of claim 1, wherein: one end of the anchor rod (2) is fixedly provided with a drill bit (14).
6. The pre-stressed anchor line retaining wall composite retaining wall structure of claim 1, wherein: the soil retaining wall (1) lower extreme is fixedly provided with ground nail (15).
7. The pre-stressed anchor line retaining wall composite retaining wall structure of claim 1, wherein: one end of the limiting rod (5) is fixedly provided with a limiting block (16).
CN202323115065.4U 2023-11-19 2023-11-19 Combined retaining wall structure of prestressed anchor cable retaining wall Active CN221052664U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202323115065.4U CN221052664U (en) 2023-11-19 2023-11-19 Combined retaining wall structure of prestressed anchor cable retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202323115065.4U CN221052664U (en) 2023-11-19 2023-11-19 Combined retaining wall structure of prestressed anchor cable retaining wall

Publications (1)

Publication Number Publication Date
CN221052664U true CN221052664U (en) 2024-05-31

Family

ID=91225682

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202323115065.4U Active CN221052664U (en) 2023-11-19 2023-11-19 Combined retaining wall structure of prestressed anchor cable retaining wall

Country Status (1)

Country Link
CN (1) CN221052664U (en)

Similar Documents

Publication Publication Date Title
KR101133431B1 (en) Anchor for rock
RU83517U1 (en) SOIL ANCHOR
US20210381188A1 (en) Ground Anchor
CN108331594B (en) Supporting structure for weak surrounding rock tunnel
CN111676969A (en) Foundation pit bag type enlarged footing anchor cable supporting structure and construction method
CN210917406U (en) Prestressing force soil nail assembled supporting construction
CN210766754U (en) Recoverable prestressed anchorage cable stock supporting construction
CN113756339A (en) Construction method of prestressed anchor cable frame beam structure
CN221052664U (en) Combined retaining wall structure of prestressed anchor cable retaining wall
CN113123373A (en) Pressure-bearing uplift pile with rear-inserted unbonded steel strand U-shaped pipe and construction method thereof
CN111206601B (en) Method for rapid rush repair and reinforcement of high and steep landslide
CN109577327B (en) Grouting anti-pulling prestressed anchor rod device
CN210263075U (en) Arrange bars formula tubular pile post back slip casting internal anchor outer stagnant water support system
CN112575791A (en) Foundation pit supporting structure and construction method thereof
CN206554106U (en) Conehead muscle body posttension pile foundation
CN113605401B (en) Foundation pit steel structure supporting system and construction method thereof
CN211368728U (en) Foundation pit supporting structure with recoverable anchor rod
CN212452659U (en) A diagonal bracing screw thread pile supporting construction for foundation ditch enclosure
CN110685282B (en) Anchor cable bearing device, anchor cable and tensioning construction method thereof
CN1690316A (en) Architectural feature of novel large diameter drill hole filling anchor pile and construction method thereof
CN221255539U (en) Supporting structure for treating cracking of retaining wall and collapse of soil body behind wall
CN214738028U (en) Anchor rod structure for slope support
CN217949047U (en) Be suitable for plain soil tamp ground anchor and strengthen stock
CN214245776U (en) Prestressed anchorage cable structure of municipal administration side slope
CN214784243U (en) Back-inserted unbonded steel strand U-shaped pipe pressure-bearing uplift pile

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant