CN219060119U - Reinforced earth retaining wall repairing structure - Google Patents

Reinforced earth retaining wall repairing structure Download PDF

Info

Publication number
CN219060119U
CN219060119U CN202320142077.7U CN202320142077U CN219060119U CN 219060119 U CN219060119 U CN 219060119U CN 202320142077 U CN202320142077 U CN 202320142077U CN 219060119 U CN219060119 U CN 219060119U
Authority
CN
China
Prior art keywords
retaining wall
vertical baffle
threaded rod
block
fixed
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
CN202320142077.7U
Other languages
Chinese (zh)
Inventor
刘勇
范作林
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.)
Shandong Shuntu Engineering Testing And Appraisal Co ltd
Shandong Jiaotong University
Original Assignee
Shandong Shuntu Engineering Testing And Appraisal Co ltd
Shandong Jiaotong University
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 Shandong Shuntu Engineering Testing And Appraisal Co ltd, Shandong Jiaotong University filed Critical Shandong Shuntu Engineering Testing And Appraisal Co ltd
Priority to CN202320142077.7U priority Critical patent/CN219060119U/en
Application granted granted Critical
Publication of CN219060119U publication Critical patent/CN219060119U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

Landscapes

  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

The utility model discloses a reinforced earth retaining wall repairing structure, which belongs to the technical field of building construction and comprises a vertical baffle, wherein a long sleeve is detachably arranged on the side surface of the vertical baffle, a threaded rod is arranged in the long sleeve, one end of the threaded rod is rotationally connected with a connecting block, the side surface of the connecting block is provided with an expansion pipe, the tail end of the connecting block is fixedly connected with a top block, the side surface of the threaded rod is in threaded connection with a threaded lantern ring, the side surface of the threaded lantern ring is fixedly connected with a handle, in the reinforced earth retaining wall repairing structure, the handle is rotated, the threaded rod can move under the action of the threaded lantern ring, the subsequent movement with the top block is facilitated, one end of the expansion pipe starts to be abutted against the edge of the long sleeve under the extrusion of the top block, and the expansion pipe is extruded continuously to be opened to become a flower-shaped, so that the expansion pipe can be directly clamped into a mud layer to play a fixing role.

Description

Reinforced earth retaining wall repairing structure
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a reinforced retaining wall repairing structure.
Background
The reinforced retaining wall is a structure for supporting roadbed filled soil or hillside soil and preventing deformation and instability of the filled soil or soil, has the characteristics of low requirement on foundation bearing capacity, convenient construction, less occupied land, low manufacturing cost, attractive appearance and the like, and is widely applied to the fields of dams, ports, mountains, water and soil conservation and the like. The reinforced earth retaining wall can build a higher vertical retaining wall, has low requirement on the foundation and good adaptability, and can effectively reduce the occupied area.
The earth retaining wall collapses under the lapse of time due to partial structural damage, so that the collapsed earth retaining wall needs to be repaired, an earth retaining wall repairing structure is needed, and the earth retaining wall repairing structure is convenient and concise in the installation and disassembly processes, so that the reinforced earth retaining wall repairing structure is designed to solve the problems
Disclosure of Invention
Aiming at the defects of the prior art, the utility model provides a reinforced retaining wall repairing structure for solving the problems in the background art.
In order to achieve the above purpose, the utility model is realized by the following technical scheme: the utility model provides a reinforced soil barricade repair structure, includes vertical baffle, vertical baffle's side surface demountable installation has long sleeve, the inside threaded rod that is provided with of long sleeve, the one end rotation of threaded rod is connected with the connecting block, the side surface of connecting block is provided with the expansion pipe, the terminal fixedly connected with kicking block of connecting block, the side surface threaded connection of threaded rod has the screw thread lantern ring, the side surface fixedly connected with handle of screw thread lantern ring.
Preferably, the side surface fixed mounting of vertical baffle has first fixed block, the end rotation of first fixed block is connected with the connecting rod, the end rotation of connecting rod is connected with the second fixed block, the bottom surface fixedly connected with fixed plate of second fixed block, the surface of fixed plate runs through and installs the staple.
Preferably, the end of the threaded rod is detachably provided with a round cake.
Preferably, the side bottom surface of vertical baffle fixedly connected with horizontal draw-in groove, the inside card of horizontal draw-in groove has horizontal bottom plate, the upper end surface fixed mounting of horizontal bottom plate has vertical reinforcing bar, the side surface fixed mounting of vertical reinforcing bar has horizontal reinforcing bar.
Preferably, the right side of vertical baffle is provided with the cement layer, the right side on cement layer is provided with the clay layer.
Preferably, the side surface of the vertical baffle plate is provided with a water guide rod in a penetrating mode, and the water guide rod is made of plastic materials.
The utility model provides a reinforced retaining wall repairing structure, which has the following beneficial effects:
1. in this reinforced soil barricade restoration structure, rotate the handle, under the effect of screw thread lantern ring, the threaded rod can remove, and convenient follow-up carrying the kicking block removes, under the extrusion of kicking block, expansion pipe one end begins to support at long sleeve edge, continues the extrusion, and the expansion pipe is fried and is opened, becomes the pattern, just so can directly block in the soil layer, play the fixed action.
2. In this reinforced earth barricade restoration structure, utilize the effect of first fixed block, can carry out angle modulation to the connecting rod to continue to carry out angle modulation to the second fixed block, finally carry out angle modulation to the fixed plate of second fixed block bottom, make the fixed plate adapt to the ground of different slopes, then for inserting subaerial to the staple, thereby fix vertical baffle, guarantee the stability of whole restoration structure.
Drawings
FIG. 1 is an overall elevation view of the present utility model;
FIG. 2 is an enlarged view of FIG. 1A in accordance with the present utility model;
FIG. 3 is an overall rear view of the present utility model;
FIG. 4 is an enlarged view of FIG. 3B in accordance with the present utility model;
fig. 5 is a side view of the entirety of the present utility model.
In the figure: 1. a vertical baffle; 2. a horizontal clamping groove; 3. a horizontal bottom plate; 4. horizontal steel bars; 5. vertical steel bars; 6. a long sleeve; 7. a threaded rod; 8. an expansion tube; 9. a connecting block; 10. a top block; 11. a first fixed block; 12. a connecting rod; 13. a second fixed block; 14. a fixing plate; 15. fixing nails; 16. a threaded collar; 17. a handle; 18. round cakes; 19. a cement layer; 20. a clay layer; 21. a water guide rod.
Detailed Description
Embodiments of the present utility model are described in further detail below with reference to the accompanying drawings and examples. The following examples are illustrative of the utility model but are not intended to limit the scope of the utility model.
In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more; the terms "upper," "lower," "left," "right," "inner," "outer," "front," "rear," "head," "tail," and the like are used as an orientation or positional relationship based on that shown in the drawings, merely to facilitate description of the utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the utility model. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "connected," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Referring to fig. 1 to 5, the present utility model provides a technical solution: the utility model provides a reinforced soil barricade restoration structure, including vertical baffle 1, give vertical baffle 1 and install by the soil barricade that needs to repair, then give the horizontal bottom plate 3 in the horizontal draw-in groove 2 of card advance vertical baffle 1 side, the side fixed surface of vertical baffle 1 installs first fixed block 11, utilize the effect of first fixed block 11, can carry out angle adjustment to connecting rod 12, thereby continue to carry out angle adjustment to second fixed block 13, finally carry out angle adjustment to the fixed plate 14 of second fixed block 13 bottom, make the fixed plate 14 adapt to the ground of different grades, then for inserting subaerial to fixed nail 15, thereby fix vertical baffle 1, guarantee the stability of whole restoration structure.
Referring to fig. 1 and 2, the side surface of the vertical baffle 1 is detachably provided with a long sleeve 6, a threaded rod 7 is arranged inside the long sleeve 6, the threaded rod 7 moves to bring a connecting block 9 at the tail end of the long sleeve to move, the connecting block 9 and the threaded rod 7 are rotationally connected, the connecting block 9 moves to bring a top block 10 at the tail end to move, an expansion pipe 8 is arranged on the side surface of the connecting block 9, when the threaded rod 7 is drawn, the connecting block 9 and the top block 10 move together, one end of the expansion pipe 8 starts to prop against the edge of the long sleeve 6 under the extrusion of the top block 10, the extrusion is continued, the expansion pipe 8 is fried to become a pattern, and thus the expansion pipe 8 can be directly clamped into soil to play a fixing role.
Referring to fig. 3 and 4, the side surface threaded connection of threaded rod 7 has screw thread lantern ring 16, utilize the handle 17 of screw thread lantern ring 16 side, rotate screw thread lantern ring 16, the side of screw thread lantern ring 16 supports in long sleeve 6 one side, like this under the effect of screw thread lantern ring 16, threaded rod 7 can remove, conveniently follow-up take kicking block 10 and remove, and add cake 18 at the end of threaded rod 7, through cake 18, in earlier stage, can nail long sleeve 6 and threaded rod 7 more deeply in earth together, and utilize cake 18, can also play limiting displacement, play fixed action to vertical baffle 1, prevent the slope, remove cake 18 simultaneously, can also take out screw thread lantern ring 16 from threaded rod 7, and can also take out long sleeve 6, conveniently follow-up whole repair structure dismantles.
Referring to fig. 5, the vertical steel bars 5 are fixedly installed on the upper end surface of the horizontal bottom plate 3, the horizontal steel bars 4 are fixedly installed on the side surfaces of the vertical steel bars 5, and the cement layer 19 is poured on the vertical steel bars 5 and the horizontal steel bars 4, so that the formed soil blocking wall is firmer in structure and not easy to damage, a soil layer 20 is further required to be arranged on the right side of the cement layer 19, the soil layer 20 can effectively wrap the exploded expansion pipe 8, thereby playing a fixing role and ensuring that the vertical baffle 1 cannot incline in the process of repairing the soil blocking wall.
Referring to fig. 5, the side surface of the vertical baffle 1 is provided with a water guide rod 21 in a penetrating manner, the water guide rod 21 can generate a water guide hole in the cement layer 19, the subsequent water drainage is facilitated, the water guide rod 21 is made of plastic, when the cement layer 19 is solidified, the water guide rod 21 is directly burnt without taking out, and the water guide hole can be generated, so that the water guide device is convenient and concise.
Specific use and action of the embodiment:
install vertical baffle 1 in the soil retaining wall position that needs the restoration, utilize the effect of first fixed block 11, can carry out angle modulation to connecting rod 12, thereby continue to carry out angle modulation to second fixed block 13, finally carry out angle modulation to fixed plate 14 of second fixed block 13 bottom, make fixed plate 14 adapt to the ground of different grades, then for inserting subaerial fixed nail 15, thereby fix vertical baffle 1, guarantee the stability of whole repair structure, with the hammer nail on cake 18, can nail long sleeve 6 and threaded rod 7 together in earth depths, rotate handle 17 thereby take threaded collar 16 together to rotate, threaded collar 16's side is supported in long sleeve 6 one side, so under threaded collar 16's effect, threaded rod 7 can remove, make things convenient for follow-up to take kicking block 10 to remove, under the extrusion of kicking block 10, expansion pipe 8 one end begins to support in long sleeve 6 edge, continue to extrude, expansion pipe 8 is fried to open, become the pattern, just so can directly block into soil layer 20, play the fixed action, pour 5 and horizontal cement on 4, thereby make the layer 19 forms fragile soil layer not firm.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.

Claims (6)

1. The utility model provides a reinforced earth barricade repair structure, includes vertical baffle (1), its characterized in that: the side surface demountable installation of vertical baffle (1) has long sleeve (6), the inside threaded rod (7) that is provided with of long sleeve (6), the one end rotation of threaded rod (7) is connected with connecting block (9), the side surface of connecting block (9) is provided with expansion pipe (8), the terminal fixedly connected with kicking block (10) of connecting block (9), the side surface threaded connection of threaded rod (7) has screw thread lantern ring (16), the side surface fixedly connected with handle (17) of screw thread lantern ring (16).
2. The reinforced retaining wall repair structure of claim 1, wherein: the side surface fixed mounting of vertical baffle (1) has first fixed block (11), the end rotation of first fixed block (11) is connected with connecting rod (12), the end rotation of connecting rod (12) is connected with second fixed block (13), the bottom surface fixedly connected with fixed plate (14) of second fixed block (13), fixed nail (15) are installed in the surface penetration of fixed plate (14).
3. The reinforced retaining wall repair structure of claim 2, wherein: the tail end of the threaded rod (7) is detachably provided with a round cake (18).
4. The reinforced retaining wall repair structure of claim 1, wherein: the side bottom surface fixed connection of vertical baffle (1) has horizontal draw-in groove (2), the inside card of horizontal draw-in groove (2) has horizontal bottom plate (3), the upper end surface fixed mounting of horizontal bottom plate (3) has vertical reinforcing bar (5), the side surface fixed mounting of vertical reinforcing bar (5) has horizontal reinforcing bar (4).
5. The reinforced retaining wall repair structure of claim 1, wherein: the right side of vertical baffle (1) is provided with cement layer (19), the right side of cement layer (19) is provided with clay layer (20).
6. The reinforced retaining wall repair structure of claim 1, wherein: the side surface of the vertical baffle plate (1) is provided with a water guide rod (21) in a penetrating mode, and the water guide rod (21) is made of plastic materials.
CN202320142077.7U 2023-02-07 2023-02-07 Reinforced earth retaining wall repairing structure Active CN219060119U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320142077.7U CN219060119U (en) 2023-02-07 2023-02-07 Reinforced earth retaining wall repairing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320142077.7U CN219060119U (en) 2023-02-07 2023-02-07 Reinforced earth retaining wall repairing structure

Publications (1)

Publication Number Publication Date
CN219060119U true CN219060119U (en) 2023-05-23

Family

ID=86377661

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320142077.7U Active CN219060119U (en) 2023-02-07 2023-02-07 Reinforced earth retaining wall repairing structure

Country Status (1)

Country Link
CN (1) CN219060119U (en)

Similar Documents

Publication Publication Date Title
CN209099369U (en) A kind of internal support of foundation pit device
CN219060119U (en) Reinforced earth retaining wall repairing structure
CN209923941U (en) Building foundation pit supporting device
CN110656701B (en) Assembled steel construction building
JP2002121735A5 (en)
CN214498492U (en) Interim strutting arrangement of adjustable for engineering is built in room
CN215482988U (en) Foundation pit supporting structure
CN210917382U (en) Foundation pit supporting structure
CN211849460U (en) Town road foundation ditch safety device
CN212001138U (en) Easy dismouting formula underground structure supporting device
CN211547749U (en) Inner supporting structure for foundation pit
CN210439275U (en) Consolidation structure for treating soft soil foundation
CN210959768U (en) Urban building water storage irrigation equipment
CN209194546U (en) A kind of Foundation Supported with Composite Soil Nailing
CN103711123B (en) The construction method of bamboo joint type mortar pile
KR100400170B1 (en) Revetment structure using natural stones
KR20090095459A (en) Temporary building for an excavation site of rerics
CN110835912A (en) Rigidity-enhanced glass fiber reinforcement cast-in-place pile cage
CN218466568U (en) Firm type stake is used to engineering
CN213296372U (en) House construction supporting structure
CN216379580U (en) Side slope supporting structure for loose soil
CN219032980U (en) Culvert steel template structure
CN216949492U (en) Novel luffer board template support that wafts of formula of encorbelmenting device
CN220246827U (en) Vertical river channel permanent-facing combined supporting structure in deep soft soil area
CN217760234U (en) Board strutting arrangement is pour in civil construction

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant