CN218479203U - Modular retaining wall - Google Patents

Modular retaining wall Download PDF

Info

Publication number
CN218479203U
CN218479203U CN202222819058.1U CN202222819058U CN218479203U CN 218479203 U CN218479203 U CN 218479203U CN 202222819058 U CN202222819058 U CN 202222819058U CN 218479203 U CN218479203 U CN 218479203U
Authority
CN
China
Prior art keywords
block
retaining wall
building
modular retaining
building block
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
CN202222819058.1U
Other languages
Chinese (zh)
Inventor
游上作
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.)
Ningde Luxing Design Co ltd
Original Assignee
Ningde Luxing Design 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 Ningde Luxing Design Co ltd filed Critical Ningde Luxing Design Co ltd
Priority to CN202222819058.1U priority Critical patent/CN218479203U/en
Application granted granted Critical
Publication of CN218479203U publication Critical patent/CN218479203U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Retaining Walls (AREA)

Abstract

The application discloses modularization retaining wall relates to the technical field of retaining wall, has improved the problem that current relevant retaining wall adopts the modularization to lack stability, and it includes a plurality of building blocks, and the vertical road of pouring that runs through the building block is all seted up to building block one side, and a plurality of building blocks are arranged along the soil slope from the bottom up in proper order for a plurality of roads of pouring are end to end in proper order, to pouring concrete in the road of pouring, form the reinforced column after the concrete sets. This application strengthens the post through the pouring concrete in retaining wall, strengthens modularization retaining wall's structural stability.

Description

Modular retaining wall
Technical Field
The application relates to the technical field of retaining wall structures, in particular to a modular retaining wall.
Background
The retaining wall is a structure for supporting roadbed filling or hillside soil slope and preventing deformation and instability of the filling or the soil slope, the traditional retaining wall is mostly built by a brick-building method, an operator needs to carry out combination after plastering on each block, and the building efficiency of the procedures is low.
The related technology of the existing retaining wall comprises a plurality of building blocks, wherein the building blocks are provided with inserting blocks, corresponding inserting grooves are formed in the building blocks, the inserting blocks are inserted into the inserting grooves in two adjacent building blocks, the assembling cooperation of the building blocks is realized, and the building efficiency of the retaining wall is improved.
Aiming at the related technologies, the inventor thinks that the building blocks in the related technologies are not enough in stability only by adopting splicing combination, and when severe weather occurs, the retaining wall is easy to collapse due to overlarge water flow or geological change, so that serious loss is caused.
Disclosure of Invention
In order to improve the unstable defect of correlation technique structure, this application provides a modularization retaining wall.
The application provides a modularization retaining wall adopts following technical scheme:
the utility model provides a modularization retaining wall, includes the building block of a plurality of rectangles, the building block has been seted up vertical running through the way of pouring of building block, it is a plurality of the building block is arranged in proper order along the slight slope from the bottom up for it is a plurality of pour the way end to end connection in proper order, it has the enhancement post through concrete placement formation in saying to pour.
Through adopting above-mentioned technical scheme, form the road of pouring that link up whole retaining wall by building block combination back, to pouring concrete formation in the road and strengthening the post, integrated into one piece's enhancement post can the certain degree bending resistance shear for retaining wall structural stability strengthens.
Optionally, the locating slot has all been seted up to the upper surface of building block, just it keeps away from to lay bricks the one end at locating slot place all is provided with the locating piece that the locating slot corresponds, two adjacent it passes through to lay bricks the locating piece with connect from top to bottom in the cooperation of locating slot.
Through adopting above-mentioned technical scheme, constant head tank and locating piece cooperation make the building block more stable piling up in-process mechanism, avoid the concrete to spill over from the building block gap at the in-process of pouring simultaneously.
Optionally, it is a plurality of the building block divide into and links up piece and filling block, link up the piece with the filling block splices the cooperation in the horizontal direction in proper order, just the both ends of linking up the piece are equipped with the connecting block, the filling block both ends seted up with the spread groove that the connecting block corresponds, the connecting block with the spread groove cooperation makes the filling block with it connects to link up the piece.
By adopting the technical scheme, the connection blocks are matched with the filling blocks in an inserted manner, so that the combined installation of the retaining wall is facilitated.
Optionally, a plurality of the one end that links up the piece and keep away from the slight slope all seted up link up the round hole that links up the piece, just the round hole with it communicates to pour the way.
Through adopting above-mentioned technical scheme, through the coupling mechanism between round hole mountable retaining wall and the slight slope.
Optionally, a steel bar is arranged in the circular hole, the diameter of the steel bar is consistent with the inner diameter of the circular hole, the steel bar is inserted into the circular hole after the building blocks are combined, and then cement is poured to integrate the steel bar and the reinforcing column.
Through adopting above-mentioned technical scheme, make reinforcing bar and reinforced column pour as an organic wholely, strengthen retaining wall structural stability.
Optionally, the reinforcing bar passes through the round hole and inserts in the slight slope.
Through adopting above-mentioned technical scheme, the reinforcing bar that inserts in the slight slope turns into the slight slope to the tensile stress of reinforcing bar with the pressure of slight slope to the retaining wall partially to strengthen retaining wall bending stiffness.
Optionally, the connecting block is parallel to the soil slope.
By adopting the technical scheme, the connection block and the filling block are prevented from slipping after being subjected to the soil slope pressure.
Optionally, the building block further comprises a base block, the base block is a trapezoidal block, a tail groove corresponding to the positioning block is formed in the upper surface of the base block, and the adjacent base blocks are fixedly connected.
Through adopting above-mentioned technical scheme, the base piece is trapezoidal enhancement retaining wall antidumping stability, and the tail groove of seting up on the base piece makes when strengthening the post and pours and builds as an organic wholely with the base piece, increases retaining wall overall stability.
In summary, the present application includes at least one of the following advantages:
1. the retaining wall is more convenient to install by adopting a splicing combination mode;
2. after the installation is finished, pouring concrete into the pouring channel to form a reinforcing column so that the integral structure of the retaining wall is more stable;
3. the reinforcing columns and the reinforcing steel bars which are integrally poured are matched to disperse the pressure borne by the retaining wall, so that the overall load of the mechanism is reduced.
Drawings
FIG. 1 is a schematic view of the overall structure of the present embodiment;
FIG. 2 is a schematic cross-sectional view of the present embodiment;
FIG. 3 is a schematic diagram of a connecting block of the present embodiment;
FIG. 4 is a schematic diagram of the structure of the filler block of the present embodiment;
fig. 5 is a schematic diagram of the base block structure of the embodiment.
Description of reference numerals: 1. building blocks; 2. a joining block; 21. pouring a road; 22. positioning a groove; 23. positioning a block; 24. a circular hole; 25. connecting blocks; 3. filling blocks; 31. connecting grooves; 4. a base block; 41. a combination tank; 42. a tail groove; 5. reinforcing steel bars; 6. a reinforcement column; 7. a soil slope; 8. a road.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses modularization retaining wall.
Referring to fig. 1 and 2, the modularization retaining wall is formed by the combination of a plurality of building blocks 1, and building block 1 is the rectangle, and the vertical pouring 21 that runs through building block 1 is offered to building block 1 upper surface, and pouring 21 is cylindrical, and a plurality of building blocks 1 are arranged along the slight slope 7 from the bottom up in proper order to make a plurality of pouring 21 of saying connect end to end in proper order, to pouring the interior concreting of saying 21, form reinforced column 6 after the concrete sets.
Specifically, the locating groove 22 has all been seted up to the upper surface central point of building block 1, and the locating groove 22 is the rectangle, and building block 1 keeps away from the one end at locating groove 22 place and all is provided with the locating piece 23 that corresponds with locating groove 22, and two adjacent building blocks 1 are connected from top to bottom through the cooperation of locating piece 23 and locating groove 22. The pouring channel 21 is also arranged in the center of the upper surface of the building block 1. While the blocks 1 are connected, the pouring channels 21 are aligned to form a cylindrical cavity vertically penetrating the entire retaining wall, so that the poured reinforcing columns 6 become columns connecting the entire retaining wall.
In addition, referring to fig. 3, the building block 1 is divided into two types, namely a joining block 2 and a filling block 3, the joining block 2 is provided with connecting blocks 25 at two ends in the horizontal direction, the connecting blocks 25 are rectangular and vertically arranged, the filling block 3 is provided with connecting grooves 31 corresponding to the connecting blocks 25 at two ends in the horizontal direction, and the adjacent joining blocks 2 and the filling blocks 3 are horizontally connected through the matching of the connecting blocks 25 and the connecting grooves 31. The splicing block 2 and the filling block 3 are conveniently assembled in a splicing matching mode, and the connecting block 25 and the connecting groove 31 are parallel to the soil slope 7, so that the pressure of the soil slope 7 on retaining soil is dispersed to the splicing block 2 and the filling block 3.
The center of the joining block 2 far away from the side of the soil slope 7 is provided with a round hole 24 which horizontally penetrates through the joining block 2, and the round hole 24 is communicated with the pouring channel 21. Simultaneously be provided with reinforcing bar 5 in the round hole 24, the reinforcing bar 5 diameter is unanimous with the 24 internal diameters of round hole, inserts reinforcing bar 5 in round hole 24 after 1 combination of building block is accomplished to make reinforcing bar 5 get into the soil slope 7, the concrete is pour to reinforcing bar 5 fixed completion back, makes reinforcing bar 5 and reinforcement post 6 build as an organic whole. The reinforcing bars 5 inserted into the soil slope 7 partially convert the pressure of the soil slope 7 against the retaining wall into tensile stress of the soil slope 7 against the reinforcing bars 5, thereby enhancing the flexural rigidity of the retaining wall.
Referring to fig. 5, a combination groove 41 corresponding to the bottom surface of the block 1 is formed on the upper surface of the base, and the block 1 is installed in the combination groove 41. The bottom surface of the combination groove 41 is provided with a tail groove 42 corresponding to the positioning block 23. The base block 4 is trapezoidal and strengthens retaining wall antidumping stability, and the tail groove 42 of offering on the base block 4 makes when strengthening the post 6 pouring build as an organic wholely with base block 4, increases retaining wall overall stability.
The implementation principle of the modularized retaining wall in the embodiment of the application is as follows:
the method comprises the steps of digging a groove in front of an earth slope 7, placing bases into the groove, horizontally splicing a plurality of base blocks 4, fixedly connecting the base blocks 4 through cement, sequentially combining a connecting block 2 and a filling block 3 horizontally, completing wall combination from bottom to top, forming a pouring channel 21 penetrating through the whole earth retaining wall after combining a building block 1, inserting reinforcing steel bars 5 into circular holes 24 of the connecting block 2, enabling the reinforcing steel bars 5 to enter the earth slope 7, enabling the surfaces of the reinforcing steel bars 5 to be flat on the wall, pouring concrete into the pouring channel 21 to form reinforcing columns 6, pouring the reinforcing steel bars 5 and the reinforcing columns 6 into a whole, enabling the integrally formed reinforcing columns 6 to be capable of bending resistance to a certain degree, and meanwhile, enabling the reinforcing steel bars 5 to partially convert the pressure of the earth slope 7 on the earth retaining wall into the tensile stress of the earth slope on the reinforcing steel bars 5, so as to strengthen the bending resistance rigidity of the earth retaining wall and strengthen the structural stability of the earth retaining wall.
The above are preferred embodiments of the present application, and the scope of protection of the present application is not limited thereto, so: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. A modular retaining wall comprises a plurality of rectangular blocks (1), and is characterized in that: building block (1) are seted up and are vertically run through building block (1) pour way (21), and a plurality of building block (1) are arranged along hillside (7) from the bottom up in proper order for a plurality of it connects end to end in proper order to pour way (21), it has reinforcing post (6) through concrete placement formation to pour in the way (21).
2. A modular retaining wall according to claim 1, characterized in that: constant head tank (22) have all been seted up to the upper surface of building block (1), just the building block is kept away from the one end at constant head tank (22) place all be provided with locating piece (23) that constant head tank (22) correspond, adjacent two it passes through to lay bricks locating piece (23) with connect from top to bottom in the cooperation of constant head tank (22).
3. A modular retaining wall according to claim 2, characterized in that: a plurality of building block (1) divide into and links up piece (2) and filling block (3), link up piece (2) with filling block (3) splice the cooperation in proper order in the horizontal direction, just the both ends that link up piece (2) are equipped with connecting block (25), filling block (3) both ends seted up with spread groove (31) that connecting block (25) correspond, connecting block (25) with spread groove (31) cooperation makes filling block (3) with link up piece (2) and connect.
4. A modular retaining wall according to claim 3, characterized in that: a plurality of join block (2) keep away from the round hole (24) of joining block (2) are all seted up to the one end of soil slope (7), just round hole (24) with pour way (21) intercommunication.
5. A modular retaining wall according to claim 4, characterized in that: and reinforcing steel bars (5) are arranged in the circular holes (24), the diameters of the reinforcing steel bars (5) are consistent with the inner diameter of the circular holes (24), the reinforcing steel bars (5) are inserted into the circular holes (24) after the building blocks (1) are combined, cement is poured afterwards, and the reinforcing steel bars (5) and the reinforcing columns (6) are integrally built.
6. A modular retaining wall according to claim 5, characterized in that: the reinforcing steel bar (5) is inserted into the soil slope (7) through the round hole (24).
7. A modular retaining wall according to claim 3, characterized in that: the connecting block (25) is parallel to the soil slope (7).
8. A modular retaining wall according to claim 2, characterized in that: the building block (1) further comprises a base block (4), the base block (4) is a trapezoidal block, a tail groove (42) corresponding to the positioning block (23) is formed in the upper surface of the base block, and the adjacent base blocks (4) are fixedly connected.
CN202222819058.1U 2022-10-25 2022-10-25 Modular retaining wall Active CN218479203U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222819058.1U CN218479203U (en) 2022-10-25 2022-10-25 Modular retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222819058.1U CN218479203U (en) 2022-10-25 2022-10-25 Modular retaining wall

Publications (1)

Publication Number Publication Date
CN218479203U true CN218479203U (en) 2023-02-14

Family

ID=85169021

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222819058.1U Active CN218479203U (en) 2022-10-25 2022-10-25 Modular retaining wall

Country Status (1)

Country Link
CN (1) CN218479203U (en)

Similar Documents

Publication Publication Date Title
KR101179778B1 (en) Method for constructing underground structure
CN109356173A (en) A kind of pin-connected panel anchor bolt frame girder construction and its construction method
KR101278687B1 (en) Box-type thrust tube structure, and method of building underground structure using the box-type thrust tube structure
KR101396517B1 (en) Construction method of the underground tunnel and, structure for the slab construction
CN210622820U (en) Tunnel assembled inverted arch structure
CN218479203U (en) Modular retaining wall
KR102254227B1 (en) High-strength concrete pile structure with pc pile cap and construction method
CN111519653A (en) Modular assembly type retaining wall and construction method thereof
CN108442413B (en) Prefabricated tunnel wall horizontal seam reinforcing structure and splicing method
CN209620049U (en) A kind of pin-connected panel anchor bolt frame girder construction
KR100562686B1 (en) The underground structure and it's construction method is using sheet pile and cast in a place concrete
CN215715252U (en) Modular concrete dado structure used in shaft tunneling
CN115045179A (en) Upper-bridge and lower-tunnel combined construction structure and construction method
CN114482607A (en) Construction method for additionally installing steel plate layer on inner wall of reinforced concrete silo
CN110512733B (en) Installation method of assembled concrete shear wall structure
KR20040004265A (en) Precast segment slab arch bridge
CN111005476A (en) Spliced shear wall and construction process thereof
CN113174974A (en) Prefabricated structure for supporting side slope
CN214993023U (en) Frame pier body structure
KR100823348B1 (en) Installation method of a retaining wall
CN216552688U (en) Prefabricated hollow beam and hollow beam assembling system thereof
CN210459287U (en) Comprehensive pipe gallery adopting open caisson construction
CN212714461U (en) Laying tool for steel pipe pile channel type pavement
CN113897891B (en) Construction method of bluestone railing
CN220686392U (en) Assembled building wall component

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant