CN110206059B

CN110206059B - Gravity type vertical retaining wall structure

Info

Publication number: CN110206059B
Application number: CN201910507499.8A
Authority: CN
Inventors: 吴东波
Original assignee: Individual
Current assignee: Fujian Zhongteng Construction Engineering Co Ltd; Yuanqi Construction Group Co ltd
Priority date: 2019-06-12
Filing date: 2019-06-12
Publication date: 2021-10-15
Anticipated expiration: 2039-06-12
Also published as: CN110206059A

Abstract

The invention provides a gravity type vertical retaining wall structure, which comprises a wall body, wherein a through pipe is arranged in the wall body, a speed reducing plate is arranged in the through pipe, a speed reducing block is arranged at one end of the speed reducing plate, a rotating plate is arranged at one end of the wall body, a rotating ball is arranged at one end of the rotating plate, a spring is arranged at one side of the rotating ball, a rotating groove is embedded in one side of the rotating plate, a lower butt joint frame is arranged at one end of the rotating plate, and the through block is arranged, so that when the rotating plate rotates due to the gravity of concrete, a gear can be driven by the rotating plate to obliquely move in the vertical direction, and a pulley can be driven by the gear to rotate, so that an extension plate can be driven by the pulley to move in the horizontal direction, and when the gear repeatedly moves up and down, the friction force between the gear and the pulley can be reduced by the through block.

Description

Gravity type vertical retaining wall structure

Technical Field

The invention belongs to the technical field of retaining walls, and particularly relates to a gravity type vertical retaining wall.

Background

The gravity type retaining wall is a structure for supporting roadbed filling soil or hillside soil and preventing the filling soil or the soil from deforming and destabilizing, the gravity type retaining wall is generally arranged in an inverted T shape, the size of the gravity type retaining wall is changed along with the wall type and the wall height, and when the wall height needs to be changed, the cross sectional area of the lower end of the retaining wall contacting with the ground needs to be changed, so that the vertical balance of the gravity type retaining wall is ensured.

For example, patent No. CN201810081309.6 discloses a T-shaped retaining wall, which comprises a retaining wall body, the bottom of the retaining wall body is provided with a retaining wall base, the retaining wall body is fixedly connected with one surface of the retaining wall base, the retaining wall body and the retaining wall base are in a T-shaped structure, the other side of the retaining wall is provided with a pre-buried installation part, a base reinforcing support plate is arranged in the length direction of the retaining wall base, H-shaped stainless steel is arranged in the height direction of the retaining wall body, the T-shaped retaining wall is characterized in that reinforcing support plates are uniformly arranged between the bottom of the retaining wall body and the retaining wall body, the structure is simple, the deformation of the cantilever end is controlled by increasing the H-shaped steel sheet pile, under the condition of increasing the supporting depth, the bearing capacity of the profile wall is reasonably improved, deformation is effectively controlled, construction cost is reduced, and the foundation pit support is safe and reliable.

Based on the above search, the above patent combines with most gravity retaining wall structures in the prior art, and has the following problems in use:

current gravity type retaining wall is comparatively simple because of the structure, it is convenient to make current gravity type retaining wall construction also other types retaining wall relatively, and current gravity type retaining wall needs upper end height and lower extreme cross-sectional area balanced, when increasing the upper end height, current gravity type retaining wall can't assist constructor to increase the cross-sectional area of lower extreme, inside through locating soil because of the retaining wall lower extreme, it is comparatively loaded down with trivial details to make gravity type retaining wall be under construction when increasing the cross-sectional area, and current retaining wall when increasing the height after long-term the use, can't consolidate retaining wall inside.

Accordingly, the present invention is directed to a gravity type vertical retaining wall structure, which is developed and improved in view of the existing structure and defects, and is intended to achieve the purpose of higher practical value.

Disclosure of Invention

In order to solve the technical problems, the invention provides a gravity type vertical retaining wall structure, which aims to solve the problems that the existing gravity type retaining wall is simple in structure, so that the construction of the existing gravity type retaining wall is also convenient compared with other types of retaining walls, the existing gravity type retaining wall needs to be balanced in the cross sectional area of the upper end and the cross sectional area of the lower end, when the height of the upper end is increased, the existing gravity type retaining wall cannot assist constructors to increase the cross sectional area of the lower end, because the lower end of the retaining wall is arranged in soil, the construction of the gravity type retaining wall is complicated when the cross sectional area is increased, and when the height of the existing retaining wall is increased after long-term use, the interior of the retaining wall cannot be reinforced.

The invention relates to a gravity type vertical retaining wall structure, which is achieved by the following specific technical means: including the wall body, the inside of wall body is equipped with the through pipe, the inside retarder plate that is equipped with of through pipe, the one end of retarder plate is equipped with the deceleration piece, the one end of wall body is equipped with the rotor plate, the one end of rotor plate is equipped with the roating sphere, one side of roating sphere is equipped with the spring, one side embedding of rotor plate has the rotation groove, the one end of rotor plate is equipped with down the butt joint frame, one side of butt joint frame is equipped with the butt joint groove down, the one end of rotor plate is equipped with the bracing piece, the one end of bracing piece is equipped with the gear, one side of gear is equipped with the pulley, the outside of gear and pulley is equipped with the through block, one side of pulley is equipped with the extension board, the one end of extension board is equipped with the butt joint frame, one side of extension board is equipped with the joint groove, one side of rotor plate is equipped with the pole that loosens the soil, the one side of pole that loosens the soil is equipped with the piece.

Furthermore, the upper butt joint frame is movably connected with the lower butt joint frame and the butt joint groove in a horizontally nested manner through the extension plate, the upper butt joint frame is arranged in an inverted '7' shape with different lengths, the lower butt joint frame is arranged in an 'I' shape with different lengths, and the shortest one of the upper butt joint frame is firstly in butt joint with the longest one of the lower butt joint frame.

Further, the pieces of loosening the soil are in reciprocating rotation connection with the rotating plate through the soil loosening rod, the pieces of loosening the soil are all fan-shaped and arranged on two sides below the wall body, and the pieces of loosening the soil are all connected with the clamping grooves in an embedded mode through the extending plates.

Further, the gear is connected with the pulley through bracing piece and rotor plate and rotatory laminating, the piece that runs through of gear and pulley one side is the setting of staggering, and the piece that runs through of gear one side is the activity and runs through the laminating with the piece that runs through of pulley one side and is connected.

Furthermore, the extension plate and the pulleys are movably nested at two sides below the inner wall of the wall body, the extension plate is in sliding connection with the gears in the horizontal direction through the pulleys, and the number of the gears is more than 2-3 groups of the pulleys.

Furthermore, the rotating balls are arranged on the side face of one end of the rotating plate in a semicircular arc shape, the rotating plate is in reciprocating rotation connection with the spring at an angle of 10-45 degrees through the rotating balls, and the rotating balls are arranged in a manner of corresponding to one side of the rotating groove in the vertical direction.

Further, the air brake is provided with 2 groups, each group of air brake is provided with a horizontal direction corresponding arrangement, the air brake is arranged in the through pipe from large to small at intervals, and the air brake is provided with a plurality of upper ends of the air brake.

Furthermore, the penetrating pipe is funnel-shaped and penetrates through two sides of the upper part inside the wall body, the penetrating pipe is arranged in a vertical direction corresponding to one side of the rotating plate through the rotating groove, and the speed reducing plate is inclined by 20-35 degrees and is arranged inside the penetrating pipe.

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

1. the invention has the advantages that through the arrangement of the penetrating block, when the rotating plate rotates due to the gravity of the concrete, the gear can be driven by the rotating plate to obliquely move in the vertical direction and the pulley can be driven by the gear to rotate, thereby the extending plate can be driven by the pulley to move in the horizontal direction and can move up and down repeatedly by the gear, the friction force between the gear and the pulley when the gear moves downwards can be reduced through the penetrating block, the gear can be prevented from driving the extension plate to move to the inner part of the wall body through the pulley when the gear moves downwards through the penetrating block, thereby make this kind of structure can drive the outside that the extension board extends the wall body automatically through the gravity of concrete when increasing the concrete toward the wall body is inside, avoided current gravity type retaining wall to need the artifical condition of excavating the increase cross-sectional area after increasing the height to can increase the cross-sectional area through the supplementary retaining wall of extension board.

2. According to the invention, the soil loosening pieces are arranged, so that when the rotating plate rotates, the soil loosening pieces can be driven to shake while the rotating plate assists the extension plate to move, the soil loosening pieces can be driven to shake through the soil loosening rods, and soil on one side of the extension plate can be loosened through the soil loosening pieces, so that the effect of assisting the extension plate to quickly extend to the outer side of the wall body is achieved.

3. The upper butt joint frame and the lower butt joint frame are arranged, so that the extension plate and the rotating plate can be conveniently connected and fixed through the upper butt joint frame and the lower butt joint frame, the condition that the rotating plate continues to rotate after the extension plate is moved can be avoided, and the stability of the interior of the wall body can be improved.

Drawings

Fig. 1 is a plan view of the overall structure of the present invention.

Fig. 2 is a schematic diagram of the structure at a in fig. 1 according to the present invention.

Fig. 3 is a schematic diagram of the structure at B in fig. 1 according to the present invention.

Fig. 4 is a schematic diagram of the structure of fig. 1 at C in accordance with the present invention.

Fig. 5 is a schematic view of the gear structure of the present invention.

Fig. 6 is a partial structure schematic diagram of the ripping rod of the present invention.

In FIGS. 1-6: 1-wall body, 2-through pipe, 3-rotating plate, 4-rotating ball, 5-spring, 6-rotating groove, 7-scarification rod, 8-speed reduction plate, 9-speed reduction block, 10-extending plate, 11-upper butt joint frame, 12-lower butt joint frame, 13-clamping groove, 14-butt joint groove, 15-gear, 16-supporting rod, 17-pulley, 18-through block and 19-scarification piece.

Detailed Description

The invention is further described below with reference to the accompanying drawings:

example (b):

as shown in figures 1 to 6: the utility model provides a gravity type retaining wall structure of standing vertically, including wall body 1, the inside of wall body 1 is equipped with runs through pipe 2, run through pipe 2 inside and be equipped with speed reduction plate 8, the one end of speed reduction plate 8 is equipped with deceleration block 9, the one end of wall body 1 is equipped with rotor plate 3, the one end of rotor plate 3 is equipped with rotatory ball 4, one side of rotatory ball 4 is equipped with spring 5, rotor plate 3's one side embedding has rotatory groove 6, the one end of rotor plate 3 is equipped with down docking frame 12, one side that docks frame 12 down is equipped with docking groove 14, the one end of rotor plate 3 is equipped with bracing piece 16, the one end of bracing piece 16 is equipped with gear 15, one side of gear 15 is equipped with pulley 17, the outside of gear 15 and pulley 17 is equipped with runs through piece 18, one side of pulley 17 is equipped with extension board 10, the one end of extension board 10 is equipped with docking frame 11, one side of extension board 10 is equipped with joint groove 13, one side of rotor plate 3 is equipped with soil loosening rod 7, one side of soil loosening rod 7 is equipped with soil loosening piece 19.

The invention provides a gravity type vertical retaining wall structure, which comprises a wall body 1, a through pipe 2, a rotating plate 3, a rotating ball 4, a spring 5, a rotating groove 6, a soil loosening rod 7, a speed reducing plate 8, a speed reducing block 9, an extending plate 10, an upper butt joint frame 11, a lower butt joint frame 12, a clamping groove 13, a butt joint groove 14, a gear 15, a supporting rod 16, a pulley 17, a through block 18 and a soil loosening sheet 19, wherein the through pipe 2 is arranged on the wall body;

see generally fig. 1-6:

wherein, go up to dock frame 11 and be horizontal direction activity nested connection through extension board 10 and lower dock frame 12 and butt joint groove 14 respectively, go up dock frame 11 and set up and be length difference '7' form, and lower dock frame 12 sets up and be length difference 'I' font, and go up the first butt joint of the shortest of dock frame 11 and the longest of lower dock frame 12, through being provided with dock frame 11 and lower dock frame 12, make the accessible dock frame 11 and dock frame 12 down and make things convenient for being connected fixedly between extension board 10 and the rotor plate 3, and can avoid after extension board 10 removes and finishes, the condition that the rotor plate 3 continues to rotate, and can increase the inside steadiness of this kind of wall body 1.

Wherein, the piece 19 that loosens the soil is reciprocal swivelling joint through the pole 7 that loosens the soil with rotor plate 3, the piece 19 that loosens the soil all is fan-shaped both sides that set up in wall body 1 below, and the piece 19 that loosens the soil all through extension board 10 and joint groove 13 nested connection, through being provided with the piece 19 that loosens the soil, make when rotor plate 3 rotates, can drive the piece 19 that loosens the soil simultaneously and rock when rotor plate 3 assists extension board 10 to remove, and can drive the piece 19 that loosens the soil through the pole 7 that loosens the soil and rock, the accessible piece 7 that loosens the soil will extend the soil of board 10 one side and loosen, thereby reached and can assist extension board 10 to extend the effect in the wall body 1 outside fast.

Wherein, the gear 15 is connected with the pulley 17 through the support rod 16 and the rotary plate 3 in a rotary joint manner, the through blocks 18 on one sides of the gear 15 and the pulley 17 are arranged in a staggered manner, the through blocks 18 on one side of the gear 15 are movably connected with the through blocks 18 on one side of the pulley 17 in a through joint manner, through the through blocks 18, when the rotary plate 3 rotates due to the gravity of concrete, the gear 15 can be driven by the rotary plate 3 to move obliquely in the vertical direction, and the pulley 17 can be driven by the gear 15 to rotate, so that the extension plate 10 can be driven by the pulley 17 to move in the horizontal direction, and when the gear 15 repeatedly moves up and down, the friction force between the gear 15 and the pulley 17 when the gear 15 moves down can be reduced through the through blocks 18, and the gear 15 can be prevented from driving the extension plate 10 to move into the wall body 1 through the pulley 17 when moving down through the through blocks 18, therefore, when concrete is added into the wall body 1, the structure can drive the extension plate to automatically extend to the outer side of the wall body 1 through the gravity of the concrete, and the situation that the cross section area of the existing gravity type retaining wall needs to be increased by manual excavation after the height is increased is avoided.

Wherein, extension board 10 and pulley 17 all activity nestification are in the both sides of wall body 1 inner wall below, and extension board 10 is horizontal direction sliding connection through pulley 17 and gear 15, and gear 15 quantity is more than pulley 172-3 group, through being provided with extension board 10, can increase the cross-sectional area through the supplementary retaining wall of extension board 10.

Wherein, the equal semicircle arc of roating ball 4 sets up in the side of rotor plate 3 one end, and rotor plate 3 is 10-45 reciprocal swivelling joint through roating ball 4 and spring 5, and roating ball 4 is the vertical direction with one side of swivelling chute 6 and corresponds the setting, through being provided with roating ball 4 for accessible roating ball 4 assists rotor plate 3 to rotate, and can make things convenient for the concrete to drop to the one end of rotor plate 3 through swivelling chute 6.

Wherein, the speed reduction plate 8 is provided with 2 groups, 8 every groups of speed reduction plate all are the horizontal direction and correspond the setting, and the interval sets up from big to small in penetrating through 2 inside of pipe between the speed reduction plate 8, and the deceleration piece 9 is provided with a plurality ofly in the upper end of speed reduction plate 8, through being provided with speed reduction plate 8, make accessible speed reduction plate 8 pile up the concrete temporarily, and can increase the gravity when the concrete descends through speed reduction plate 8, and can be through increasing the extrusion force of concrete to 3 one sides of rotating plate.

Wherein, run through pipe 2 and be hopper-shaped and run through the both sides that set up in 1 inside top of wall body, run through pipe 2 and be the vertical direction through one side of swivelling chute 6 and rotor plate 3 and correspond the setting, and the air brake 8 is 20-35 slopes to set up in the inside that runs through pipe 2, through being provided with to run through pipe 2 for the accessible runs through pipe 2 and conveniently consolidates 1 insides of wall body, and can avoid 1 inside cracks of wall body.

The specific use mode and function of the embodiment are as follows:

in the invention, firstly, the wall body 1 is fixedly installed, when the height of the wall body 1 needs to be increased, concrete penetrates from the upper end of the wall body 1 to the inside of the through pipe 2, the concrete falls onto the speed reducing plate 8 in the through pipe 2 and is temporarily accumulated on the outer side of the speed reducing block 9 at the upper end of the speed reducing plate 8, when the weight of the concrete is larger, the concrete falls onto the outer side of the through pipe 2 due to gravity, the concrete falls into the inside of the rotary groove 6, the concrete presses one end of the rotary plate 3 through the rotary groove 6, the rotary plate 3 rotates in an angle tilt way through the rotary ball 4, when the rotary plate 3 rotates in a tilt way, the rotary plate 3 drives the support rod 16 at one end to tilt in a vertical direction, the support rod 16 drives the gear 15 to move to one side of the pulley 17, the other end of the rotary plate 3 presses the spring 5, and the spring 5 assists the rotary plate 3 to tilt and rotate in a reciprocating way, the gear 15 is connected with the pulley 17 in a rotating way, the gear 15 drives the pulley 17 to rotate, when the gear 15 moves in the vertical direction again due to the rotation of the rotating plate 3, the through block 18 on one side of the gear 15 is connected with the through block 18 on one side of the pulley 17 in a penetrating way, the pulley 17 drives the extension plate 10 to move in the horizontal direction on the inner wall of the wall body 1, when the rotating plate 3 rotates in a reciprocating way, the soil loosening rod 7 on one side of the rotating plate 3 drives the soil loosening sheet 19 to loosen the soil on one side of the extension plate 10, when the extension plate 10 extends into the soil, the clamping groove 13 on one side of the extension plate 10 is clamped with the soil loosening sheet 19, the extension plate 10 drives the upper butt joint frame 11 on one end to be in butt joint with the lower butt joint frame 12 on one end of the rotating plate 3, one side of the upper butt joint frame 11 is embedded into the butt joint groove 14, then the rotating plate 3 and the extension plate 10 stop moving, and the extension plate 10 penetrates through the soil, the transverse area of the wall body 1 is increased, and a user fills the inside of the through pipe 2 with concrete, so that the using process of the structure is completed.

The technical solutions of the present invention or similar technical solutions designed by those skilled in the art based on the teachings of the technical solutions of the present invention are all within the scope of the present invention to achieve the above technical effects.

Claims

1. The utility model provides a gravity type retaining wall structure of standing, includes wall body (1), its characterized in that: the interior of a wall body (1) is provided with a through pipe (2), the through pipe (2) is vertically arranged in the vertical direction, a speed reducing plate (8) is arranged in the through pipe (2), one end of the speed reducing plate (8) is provided with a speed reducing block (9), one end of the wall body (1) is provided with a rotating plate (3), the rotating plate (3) is positioned at the bottom end of the wall body (1), one end of the rotating plate (3) is provided with a rotating ball (4), one side of the rotating ball (4) is provided with a spring (5), one side of the rotating plate (3) is embedded with a rotating groove (6), the other end of the rotating plate (3) is provided with a lower butt joint frame (12), one side of the lower butt joint frame (12) is provided with a butt joint groove (14), one end of the rotating plate (3) is provided with a supporting rod (16), one end of the supporting rod (16) is provided with a gear (15), one side of the gear (15) is provided with a pulley (17), the outer sides of the gear (15) and the pulley (17) are provided with a through block (18), one side of pulley (17) is equipped with extension board (10), and the one end of extension board (10) is equipped with butt joint frame (11), and one side of extension board (10) is equipped with joint groove (13), and the opposite side of rotor plate (3) is equipped with loosens soil pole (7), and one side of the pole (7) that loosens soil is equipped with the piece (19) that loosens the soil.

2. A gravity type upright retaining wall structure according to claim 1, wherein: the upper butt joint frame (11) is movably connected with the lower butt joint frame (12) and the butt joint groove (14) in a nested manner in the horizontal direction through the extension plate (10), the upper butt joint frame (11) is arranged in an inverted '7' shape with different lengths, the lower butt joint frame (12) is arranged in an 'I' shape with different lengths, and the shortest one of the upper butt joint frame (11) is firstly in butt joint with the longest one of the lower butt joint frame (12).

3. A gravity type upright retaining wall structure according to claim 1, wherein: the soil loosening pieces (19) are connected with the rotating plate (3) in a reciprocating rotation mode through the soil loosening rods (7), the soil loosening pieces (19) are all fan-shaped and arranged on two sides below the wall body (1), and the soil loosening pieces (19) are connected with the clamping grooves (13) in an embedded mode through the extending plates (10).

4. A gravity type upright retaining wall structure according to claim 1, wherein: the gear (15) is connected with the pulley (17) in a rotating and laminating mode through the supporting rod (16) and the rotating plate (3), the penetrating blocks (18) on one sides of the gear (15) and the pulley (17) are arranged in a staggered mode, and the penetrating blocks (18) on one sides of the gear (15) and the penetrating blocks (18) on one sides of the pulley (17) are movably connected in a penetrating and laminating mode.

5. A gravity type upright retaining wall structure according to claim 1, wherein: the extension plate (10) and the pulleys (17) are movably nested at two sides below the inner wall of the wall body (1), the extension plate (10) is in sliding connection with the gears (15) in the horizontal direction through the pulleys (17), and the number of the gears (15) is more than 2-3 groups of the pulleys (17).

6. A gravity type upright retaining wall structure according to claim 1, wherein: the rotating balls (4) are arranged on the side face of one end of the rotating plate (3) in a semicircular arc shape, and the rotating plate (3) is in reciprocating rotary connection with the spring (5) at an angle of 10-45 degrees through the rotating balls (4).

7. A gravity type upright retaining wall structure according to claim 1, wherein: the speed reduction plate (8) is provided with 2 groups, every group of speed reduction plate (8) all is the horizontal direction and corresponds the setting, and arranges the setting from big to small in penetrating through pipe (2) inside between speed reduction plate (8) at the interval to speed reduction piece (9) are provided with a plurality of upper ends in speed reduction plate (8).

8. A gravity type upright retaining wall structure according to claim 1, wherein: the penetrating pipe (2) is funnel-shaped and penetrates through two sides above the inner part of the wall body (1).