CN214497038U

CN214497038U - Vertical type does not have ecological embankment structure of slope light

Info

Publication number: CN214497038U
Application number: CN202120218779.XU
Authority: CN
Inventors: 张晶; 魏振宏; 程行勇; 吴娟
Original assignee: Anhui Hetong Construction Engineering Group Co ltd
Current assignee: Anhui Hetong Construction Engineering Group Co ltd
Priority date: 2021-01-25
Filing date: 2021-01-25
Publication date: 2021-10-26
Anticipated expiration: 2031-01-25

Abstract

The utility model relates to a vertical type does not have ecological embankment structure of slope light, it includes plain soil layer and is located the embankment main part of plain soil layer top, retaining wall is installed to the both sides of embankment main part, the bottom rigid coupling of retaining wall in the top surface of plain soil layer, two install between the retaining wall and be used for connecting two the coupling mechanism of retaining wall. The method and the device have the effect of saving land resources.

Description

Vertical type does not have ecological embankment structure of slope light

Technical Field

The application relates to embankment technical field, especially relates to a ecological embankment structure of vertical type slope-free light.

Background

The embankment is a filled roadbed with the top surface higher than the original ground, is a common road cross section form in traffic engineering road construction, and is constructed by adopting a slope releasing form in the traditional expressway embankment.

The utility model discloses a chinese utility model that bulletin number is CN211522738U at present discloses an embankment structure of road, and it includes the embankment, and the embankment includes top surface and domatic, be provided with a plurality of downcomer in the embankment, every downcomer all with embankment fixed connection, the one end that every downcomer is close to the top surface all is provided with filtering component, fixedly connected with header in the embankment, every downcomer all with header fixed connection, every downcomer all with header intercommunication, header fixedly connected with drain pipe, the one end fixedly connected with storage water tank of header is kept away from to the drain pipe, be provided with supporting component between the domatic of storage water tank and embankment, the top surface of embankment is provided with spray set.

With respect to the related art in the above, the inventors consider that: the embankment adopting the technical scheme is constructed in a slope-releasing mode, so that a large number of farmers are inevitably occupied, and the waste of land resources is caused.

SUMMERY OF THE UTILITY MODEL

In order to practice thrift land resources, this application provides a ecological embankment structure of vertical type no slope light.

The application provides a pair of ecological embankment structure of vertical type slope-free light adopts following technical scheme:

the utility model provides a vertical type does not have ecological embankment structure of slope light, includes plain soil layer and is located the embankment main part of plain soil layer top, retaining wall is installed to the both sides of embankment main part, the bottom rigid coupling of retaining wall in the top surface on plain soil layer, two install between the retaining wall and be used for connecting two the coupling mechanism of retaining wall.

Through adopting above-mentioned technical scheme, retaining wall and plain soil layer are fixed, and the retaining wall provides the support to the side of embankment main part, avoids the embankment main part to take place in both sides to collapse, can provide the support for the retaining wall of embankment main part both sides through utilizing coupling mechanism, further strengthens the support protective capacities of retaining wall, and the retaining wall stands vertically in the both sides of embankment main part, and the land area that the bottom of embankment main part occupy is little to can reach the effect of practicing thrift land resources.

Optionally, coupling mechanism includes dead lever and connecting rod, the dead lever has two, two the dead lever is located two respectively in the retaining wall, the connecting rod is a plurality of, and install respectively in two at the both ends of connecting rod on the dead lever, it is a plurality of the connecting rod is followed fixed rod length direction sets up, install on the dead lever and be used for connecting the coupling assembling of connecting rod.

Through adopting above-mentioned technical scheme, when embankment one side takes place to sink, owing to bury the dead lever underground in retaining wall, utilize coupling assembling to connect many connecting rods on two retaining walls in two retaining walls, the retaining wall atress of one side is fallen with the force balance through the retaining wall of opposite side to can guarantee embankment main part overall structure's stability.

Optionally, the connecting assembly comprises a first connecting block and a second connecting block, the end face of one end of the first connecting block is fixedly connected to the side face of one side of the second connecting block, the first connecting block is far away from the end face of one end of the second connecting block, the end face of the connecting rod is inserted into the first connecting hole, the end face of one end of the second connecting block is provided with a second connecting hole which runs through the second connecting block, the orifice direction of the second connecting hole is perpendicular to the orifice direction of the first connecting hole, the fixed rod is arranged in the second connecting hole in a penetrating manner, the side face of one side of the first connecting block is provided with a first through hole, the first through hole runs through the first connecting block and is communicated with the first connecting hole, the end part of the connecting rod is provided with a second through hole which is communicated with the first through hole, and a first steel ball bolt is arranged in the first through hole in a penetrating manner.

Through adopting above-mentioned technical scheme, when needs are connected dead lever and connecting rod, establish on the dead lever connecting block cover of coupling assembling earlier, insert the connecting hole one on the connecting block one of both sides respectively with the both ends of connecting rod again, align through-hole one and through-hole two, insert steel ball bolt one and fix the connecting rod, than welding connecting rod and dead lever, utilize coupling assembling to make things convenient for operating personnel's installation.

Optionally, a third through hole penetrating through the second connecting block is formed in the side face of one side of the second connecting block, the third through hole is communicated with the second connecting hole, a fourth through hole is formed in the fixing rod, the fourth through hole is communicated with the third through hole, and a second steel ball bolt penetrates through the third through hole.

Through adopting above-mentioned technical scheme, when the dead lever inserts in connecting hole two of connecting block two, align through-hole three and through-hole four, insert steel ball bolt two, fix connecting block two to can hinder coupling assembling to slide on the dead lever, be favorable to guaranteeing the stability of connecting rod when installing.

Optionally, a supporting plate is installed on the fixing rod and located in the retaining wall.

Through adopting above-mentioned technical scheme, because install the backup pad on the dead lever, the backup pad is buried underground in retaining wall, utilizes the backup pad can strengthen the joint strength between dead lever and the retaining wall.

Optionally, an end face of one end of the supporting plate is provided with a mounting hole penetrating through the supporting plate, and the fixing rod is arranged in the mounting hole in a penetrating manner.

Through adopting above-mentioned technical scheme, because the mounting hole that runs through the backup pad is seted up to the terminal surface of backup pad one end, utilize the mounting hole to make things convenient for operating personnel to install the backup pad on the dead lever.

Optionally, there are three connecting mechanisms, and the connecting mechanisms are distributed along the height direction of the retaining wall.

Through adopting above-mentioned technical scheme, because coupling mechanism has threely, three coupling mechanism can increase the joint strength of two retaining walls to can promote embankment overall structure's stability.

Optionally, two foundation piles are buried in the plain soil layer, the two foundation piles are located on two sides of the plain soil layer respectively, a reinforcement cage is poured at the top end of each foundation pile, and one end of each reinforcement cage extends out of the plain soil layer and is connected to the bottom end of the retaining wall.

Through adopting above-mentioned technical scheme, pass through the steel reinforcement cage with the retaining wall and fix on the foundation pile, further improve the stability of retaining wall.

In summary, the present application includes at least one of the following beneficial technical effects:

the retaining walls are fixed with the plain soil layers, the retaining walls support the side faces of the embankment main body to prevent the embankment main body from collapsing at two sides, the retaining walls on two sides of the embankment main body can be supported by utilizing the connecting mechanism to further enhance the supporting and protecting capability of the retaining walls, the retaining walls are erected at two sides of the embankment main body, the land area occupied by the bottom of the embankment main body is small, and therefore the effect of saving land resources can be achieved;

when one side of the embankment collapses, because the fixing rods are embedded in the retaining walls, the connecting components are utilized to connect the connecting rods to the two fixing rods in the two retaining walls, the retaining wall on one side is stressed and balances the force through the retaining wall on the other side, and therefore the stability of the overall structure of the embankment main body can be ensured;

when needs are connected dead lever and connecting rod, establish on the dead lever with coupling assembling's connecting block cover earlier, insert the connecting hole one on the connecting block one of both sides respectively with the both ends of connecting rod again, align through-hole one and through-hole two, insert steel ball bolt one and fix the connecting rod, utilize coupling assembling to make things convenient for operating personnel's installation than welding connecting rod and dead lever.

Drawings

Fig. 1 is a schematic cross-sectional view of an embankment structure according to an embodiment of the present disclosure.

Fig. 2 is an enlarged view at a in fig. 1.

Description of reference numerals: 1. a plain soil layer; 2. an embankment body; 21. a crushed stone layer; 22. a light soil layer; 23. a pavement layer; 3. a retaining wall; 4. a connecting mechanism; 41. fixing the rod; 411. a fourth through hole; 412. a support plate; 4121. mounting holes; 42. a connecting rod; 421. a second through hole; 5. a connecting assembly; 51. a first connecting block; 511. a first connecting hole; 512. a first through hole; 513. a first steel ball bolt; 52. a second connecting block; 521. a second connecting hole; 522. a third through hole; 523. a steel ball bolt II; 6. foundation piles; 61. and (4) a reinforcement cage.

Detailed Description

The present application is described in further detail below with reference to figures 1-2.

The embodiment of the application discloses ecological embankment structure of vertical type slope-free light. Referring to fig. 1, the embankment structure comprises an embankment main body 2 and a plain soil layer 1, the embankment main body 2 is laid on the top surface of the plain soil layer 1, the embankment main body 2 comprises a gravel layer 21, a light soil layer 22 and a pavement layer 23 which are laid on the top surface of the plain soil layer 1 in sequence, retaining walls 3 are mounted on two sides of the embankment main body 2, the side surface, close to one side of the embankment main body 2, of each retaining wall 3 abuts against the embankment main body 2, a connecting mechanism 4 for connecting the two retaining walls 3 is mounted between the two retaining walls 3, the number of the connecting mechanisms 4 is three, the three connecting mechanisms 4 are uniformly arranged along the height direction of the retaining walls 3, the three connecting mechanisms 4 can increase the connecting strength of the two retaining walls 3, and therefore the stability of the whole structure of the embankment can be improved; two foundation piles 6 are buried underground in plain soil layer 1, foundation pile 6 is the cuboid, and set up along 1 length direction in plain soil layer, two foundation piles 6 are located plain soil layer 1's both sides respectively, the top surface butt of foundation pile 6 is in the bottom surface of retaining wall 3, a plurality of steel reinforcement cages 61 have been pour in the foundation pile 6, a plurality of steel reinforcement cages 61 are along 6 length direction evenly distributed of foundation pile, the top surface of foundation pile 6 is extended on steel reinforcement cage 61 top, and the tip rigid coupling is in the bottom of retaining wall 3, fix retaining wall 3 on foundation pile 6 through steel reinforcement cage 61, further improve retaining wall 3's stability.

Retaining wall 3 is fixed with plain soil layer 1, retaining wall 3 provides the support to the side of embankment main part 2, avoid embankment main part 2 to take place in both sides to collapse, can provide the support for retaining wall 3 of embankment main part 2 both sides through utilizing coupling mechanism 4, further strengthen the support protective capacities of retaining wall 3, retaining wall 3 stands upright in the both sides of embankment main part 2, the land area that the bottom of embankment main part 2 occupy is little, thereby can reach the effect of practicing thrift land resources.

Referring to fig. 1, the connection mechanism 4 includes two fixing rods 41 and two connection rods 42, the fixing rods 41 are rectangular solids, the two fixing rods 41 are respectively located in the two retaining walls 3, and the fixing rods 41 are horizontally arranged along the length direction of the retaining walls 3; connecting rod 42 is cylindricly, and connecting rod 42 is a plurality of, and connecting rod 42 both ends are connected respectively on two dead levers 41, connecting rod 42 and dead lever 41 mutually perpendicular, and a plurality of connecting rods 42 are installed on the dead lever 41 and are used for connecting rod 42's coupling assembling 5 along dead lever 41 length direction evenly distributed.

When embankment one side takes place to cave in, owing to bury dead lever 41 underground in retaining wall 3, utilize coupling assembling 5 to connect many connecting rods 42 on two retaining arms 41 in two retaining walls 3, the retaining wall 3 atress of one side falls with the power balance through the retaining wall 3 of opposite side to can guarantee embankment main part 2 overall structure's stability.

Referring to fig. 1 and 2, the connecting assembly 5 includes a first connecting block 51 and a second connecting block 52, the first connecting block 51 is cylindrical, the second connecting block 52 is rectangular, an end face of one end of the first connecting block 51 is fixedly connected to a middle position of a side face of one side of the second connecting block 52, an end face of the first connecting block 51, which is far away from one end of the second connecting block 52, is provided with a first connecting hole 511, the first connecting hole 511 is a circular hole, an end portion of the connecting rod 42 is inserted into the first connecting hole 511, a first through hole 512 is formed in a peripheral face of the first connecting block 51, the first through hole 512 penetrates through the first connecting block 51 and is communicated with the first connecting hole 511, a first through hole 512 communicated with the second through hole 421 is formed in the end portion of the connecting rod 42, a first steel ball bolt 513 penetrates through the second through hole 421; the end face of one end of the second connecting block 52 is provided with a second connecting hole 521 penetrating through the second connecting block 52, the second connecting hole 521 is a square hole, the direction of an orifice of the second connecting hole 521 is perpendicular to the direction of an orifice of the first connecting hole 511, and the fixing rod 41 penetrates through the second connecting hole 521; the middle position of the top surface of the second connecting block 52 is provided with a third through hole 522 penetrating through the second connecting block 52, the third through hole 522 is communicated with a second connecting hole 521, the top surface of the fixing rod 41 is provided with a fourth through hole 411 communicated with the third through hole 522, a second steel ball bolt 523 penetrates through the third through hole 522, the second steel ball bolt 523 penetrates through the fourth through hole 411, the second steel ball bolt 523 can block the connecting component 5 from sliding on the fixing rod 41, and the stability of the connecting rod 42 during installation is guaranteed.

When the fixing rod 41 and the connecting rod 42 need to be connected, the second connecting block 52 of the connecting component 5 is sleeved on the fixing rod 41, then the two ends of the connecting rod 42 are respectively inserted into the first connecting holes 511 on the first connecting blocks 51 on the two sides, the first through holes 512 and the second through holes 421 are aligned, the first steel ball bolts 513 are inserted to fix the connecting rod 42, and compared with the welding of the connecting rod 42 and the fixing rod 41, the installation of an operator is facilitated by the aid of the connecting component 5.

Referring to fig. 1, a plurality of supporting plates 412 are installed on the fixing rod 41, each supporting plate 412 is a rectangular parallelepiped, each supporting plate 412 is located at a middle position between two adjacent connecting rods 42, the supporting plates 412 are vertically arranged in the retaining wall 3, and the connecting strength between the fixing rod 41 and the retaining wall 3 can be enhanced by the supporting plates 412; the end face of one end of the supporting plate 412 is provided with a mounting hole 4121 penetrating through the supporting plate 412, the mounting hole 4121 is a square hole, the fixing rod 41 penetrates through the mounting hole 4121, and the mounting hole 4121 is convenient for an operator to mount the supporting plate 412 on the fixing rod 41.

The implementation principle of the ecological embankment structure of vertical type slope-free light is: firstly, building a foundation pile 6 in the plain soil layer 1, and then embedding a reinforcement cage 61 in the foundation pile 6; the fixing rod 41 is arranged in the connecting hole two 521 of the connecting block two 52 in a penetrating way, the steel ball bolt two 523 is inserted into the through hole three 522 and the through hole four 411, the connecting block two 52 is fixed on the fixing rod 41, the two ends of the connecting rod 42 are respectively inserted into the connecting hole one 511 of the connecting block one 51, the steel ball bolt one 513 is inserted into the through hole one 512 and the through hole two 421, the connecting rod 42 is fixed, the supporting plate 412 is arranged on the fixing rod 41 through the mounting hole 4121, the retaining wall 3 is poured on the top surface of the base pile 6, the fixing rod 41 is embedded in the retaining wall 3, the embankment body 2 is backfilled between the two retaining walls 3, the retaining wall 3 is fixed with the plain soil layer 1, the retaining wall 3 provides support for the side surface of the embankment body 2, the embankment body 2 is prevented from collapsing on the two sides, the retaining walls 3 on the two sides of the embankment body 2 can be provided with support by using the connecting mechanism 4, the support and protection capability of the retaining wall 3 is further enhanced, retaining wall 3 erects in the both sides of embankment main part 2, and the land area that the bottom of embankment main part 2 took is little to can reach the effect of saving land resource.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a ecological embankment structure of vertical type no slope light which characterized in that: include plain soil layer (1) and be located embankment main part (2) of plain soil layer (1) top, retaining wall (3) are installed to the both sides of embankment main part (2), the bottom rigid coupling of retaining wall (3) in the top surface of plain soil layer (1), two install between retaining wall (3) and be used for connecting two coupling mechanism (4) of retaining wall (3).

2. The vertical type slope-free light ecological embankment structure according to claim 1, wherein: coupling mechanism (4) are including dead lever (41) and connecting rod (42), dead lever (41) have two, two dead lever (41) are located two respectively in retaining wall (3), connecting rod (42) are a plurality of, and the both ends of connecting rod (42) are installed respectively in two on dead lever (41), a plurality of connecting rod (42) are followed dead lever (41) length direction sets up, install on dead lever (41) and be used for connecting coupling assembling (5) of connecting rod (42).

3. The vertical type slope-free light ecological embankment structure according to claim 2, wherein: the connecting assembly (5) comprises a first connecting block (51) and a second connecting block (52), the end face of one end of the first connecting block (51) is fixedly connected to the side face of one side of the second connecting block (52), the end face of one end of the first connecting block (51), which is far away from the second connecting block (52), is provided with a first connecting hole (511), the end part of the connecting rod (42) is inserted into the first connecting hole (511), the end face of one end of the second connecting block (52) is provided with a second connecting hole (521) which penetrates through the second connecting block (52), the orifice direction of the second connecting hole (521) is perpendicular to the orifice direction of the first connecting hole (511), the fixing rod (41) penetrates through the second connecting hole (521), the side face of one side of the first connecting block (51) is provided with a first through hole (512), and the first through hole (512) penetrates through the first connecting block (51) and is communicated with the first connecting hole (511), a second through hole (421) is formed in the end of the connecting rod (42), the second through hole (421) is communicated with the first through hole (512), and a first steel ball bolt (513) penetrates through the first through hole (512).

4. The vertical type slope-free light ecological embankment structure according to claim 3, wherein: the side face of one side of the second connecting block (52) is provided with a third through hole (522) penetrating through the second connecting block (52), the third through hole (522) is communicated with the second connecting hole (521), the fixing rod (41) is provided with a fourth through hole (411), the fourth through hole (411) is communicated with the third through hole (522), and the third through hole (522) is internally provided with a second steel ball bolt (523).

5. The vertical type slope-free light ecological embankment structure according to claim 2, wherein: a supporting plate (412) is installed on the fixing rod (41), and the supporting plate (412) is located in the retaining wall (3).

6. The vertical type slope-free light ecological embankment structure according to claim 5, wherein: an end face of one end of the supporting plate (412) is provided with a mounting hole (4121) penetrating through the supporting plate (412), and the fixing rod (41) is arranged in the mounting hole (4121) in a penetrating mode.

7. The vertical type slope-free light ecological embankment structure according to claim 1, wherein: the three connecting mechanisms (4) are distributed along the height direction of the retaining wall (3).

8. The vertical type slope-free light ecological embankment structure according to claim 1, wherein: two foundation piles (6) are buried in the plain soil layer (1) in a buried mode, the foundation piles (6) are located on the two sides of the plain soil layer (1) respectively, a reinforcement cage (61) is poured on the top end of the foundation piles (6), one end of the reinforcement cage (61) extends out of the plain soil layer (1) and is connected to the bottom end of the retaining wall (3).