CN212358369U

CN212358369U - Building engineering prevents subsiding retaining wall structure

Info

Publication number: CN212358369U
Application number: CN202020839773.XU
Authority: CN
Inventors: 刘洋
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-05-19
Filing date: 2020-05-19
Publication date: 2021-01-15
Anticipated expiration: 2030-05-19

Abstract

The utility model belongs to the retaining wall field, especially, building engineering prevents subsiding retaining wall structure, it is relatively poor to the stability of current retaining wall structure, it is not good to arrange the infiltration effect, takes place to subside easily, influences building structure's normal use's problem, the scheme that now proposes, it includes the retaining wall, the retaining wall includes wall body, first cobble layer, articulamentum, second cobble layer, two reversed filter layers, two gravel layers, two water retaining layers and stratum basale, and two water retaining layers are connected with articulamentum and stratum basale respectively, and first cobble layer and second cobble layer are connected respectively at the top on two water retaining layers, and two reversed filter layers are fixed connection respectively at the top on first cobble layer and second cobble layer, and gravel layer fixed connection is at the top on the reversed filter layer that corresponds. The utility model discloses rational in infrastructure, convenient operation, this retaining wall's stability is better, and it is effectual to arrange the infiltration, and difficult emergence is subsided, has guaranteed building structure's normal use.

Description

Building engineering prevents subsiding retaining wall structure

Technical Field

The utility model relates to a retaining wall technical field especially relates to a building engineering prevents subsiding retaining wall structure.

Background

The retaining wall is a structure for supporting roadbed filling or hillside soil and preventing the filling or soil from deforming and destabilizing, the retaining wall is divided into brick blocks, rubble, concrete, reinforced concrete retaining walls and the like according to materials, the basement and underground retaining wall is usually combined with the structure of a building and is supported by a horizontal bottom plate and a horizontal top plate, the higher retaining wall is suitable for adopting a reinforced concrete cantilever type and a supporting arm type, and the retaining wall can cause the foundation to be soft because rainwater seeped from the supported soil slope is inclined into the foundation so as to cause the settlement phenomenon of the retaining wall;

however, the existing retaining wall structure has poor stability, poor seepage drainage effect and easy sedimentation, and influences the normal use of a building structure.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the prior art and having the stability of retaining wall structure relatively poor, it is not good to arrange the infiltration effect, takes place easily to subside, influences building structure's normal use shortcoming, and the retaining wall structure is prevented subsiding by the building engineering who proposes.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model provides a building engineering prevents subsiding retaining wall structure, includes retaining wall, retaining wall includes wall, first cobble layer, articulamentum, second cobble layer, two anti-filter layers, two gravel layers, two water retaining layers and stratum basale, and two water retaining layers are connected with articulamentum and stratum basale respectively, and first cobble layer is connected the top on two water retaining layers respectively with second cobble layer, and two anti-filter layers are fixed connection respectively at the top on first cobble layer and second cobble layer, and gravel layer fixed connection is at the top of the anti-filter layer that corresponds, and two gravel layers are fixed connection respectively in the bottom of wall and articulamentum, the bottom fixed mounting of retaining wall has two erection columns, and one side of two erection columns all is seted up flutedly, and equal slidable mounting has the steadying plate in two recesses.

Preferably, thread grooves are formed in one side of each of the two stabilizing plates, the inner wall of one side of each of the two grooves is provided with a screw rod in a rotating mode, one end of each screw rod is installed in the corresponding thread groove in a threaded mode, the two screw rods are provided with first bevel gears in a fixed mode, the retaining wall is provided with a fixed cavity, the first bevel gears drive the corresponding screw rods to rotate, and the screw rods drive the stabilizing plates to move.

Preferably, two rotation holes have been seted up on the bottom inner wall in fixed chamber, and two rotation holes are downthehole all to rotate and are installed the dwang, and the equal fixed mounting in one end of dwang has second bevel gear, and second bevel gear and the first bevel gear meshing that corresponds, the dwang drive second bevel gear and rotate, and second bevel gear drives corresponding first bevel gear and rotates.

Preferably, the other ends of the two rotating rods are fixedly provided with worm gears, a through hole is formed in the inner wall of one side of the fixed cavity, the fixed rod is rotatably installed in the through hole, the fixed rod is fixedly sleeved with the two worms, the worms are meshed with the corresponding worm gears, the worms drive the corresponding worm gears to rotate, and the worm gears drive the corresponding rotating rods to rotate.

Preferably, one end of the fixed rod is fixedly provided with a rotating seat, the rotating seat is rotatably arranged on one side of the retaining wall and drives the fixed rod to rotate, and the fixed rod drives the two worms to rotate.

Preferably, two sliding grooves are formed in the inner wall of each groove, two sliding blocks are fixedly connected to the stabilizing plate, the sliding blocks are slidably mounted in the corresponding sliding grooves, the stabilizing plate is driven to slide in the sliding grooves when moving, and the position of the stabilizing plate when moving can be stabilized.

Compared with the prior art, the beneficial effects of the utility model reside in that:

according to the scheme, water seeped out of the soil slope can be gathered through the two inverted filter layers, the water permeability of the peripheries of the inverted filter layers is increased, fine soil particles in seepage water are filtered layer by the gravel layers, the occurrence of soil erosion is prevented as far as possible, the anti-settling effect of the retaining wall is improved, meanwhile, seepage water can be discharged out of the outer side of the retaining wall through the first cobble layer and the second cobble layer, the two mounting columns extend downwards to be mounted, the rotating seat is rotated, the fixing rod drives the two worms to rotate, the worm wheel drives the corresponding rotating rod to rotate, the second bevel gear drives the corresponding first bevel gear to rotate, the lead screw drives the stabilizing plates to move, the contact area of the retaining wall can be increased through the two stabilizing plates, and the stabilizing;

the utility model discloses rational in infrastructure, convenient operation, this retaining wall's stability is better, and it is effectual to arrange the infiltration, and difficult emergence is subsided, has guaranteed building structure's normal use.

Drawings

Fig. 1 is a schematic view of a front view structure provided by the present invention;

fig. 2 is a schematic structural view of part a of the present invention;

fig. 3 is a schematic structural diagram of part B of the present invention.

In the figure: 1. a retaining wall; 2. a first cobble layer; 3. a second cobble layer; 4. a reverse filtering layer; 5. a sandstone layer; 6. a water retaining layer; 7. mounting a column; 8. a stabilizing plate; 9. a screw rod; 10. a first bevel gear; 11. rotating the rod; 12. a second bevel gear; 13. a worm gear; 14. a fixed cavity; 15. a worm; 16. fixing the rod; 17. and (6) rotating the seat.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.

Unless otherwise defined, technical or scientific terms used herein shall have the ordinary meaning as understood by one of ordinary skill in the art to which this invention belongs. The use of "first," "second," and similar terms in the description and in the claims does not indicate any order, quantity, or importance, but rather is used to distinguish one element from another. Also, the use of the terms "a" or "an" and the like do not denote a limitation of quantity, but rather denote the presence of at least one.

Referring to fig. 1-3, a settlement-preventing retaining wall structure for construction engineering comprises a retaining wall 1, the retaining wall 1 comprises a wall body, a first cobble layer 2, a connecting layer, a second cobble layer 3, two anti-filter layers 4, two gravel layers 5, two water retaining layers 6 and stratum basale, two water retaining layers 6 are connected with articulamentum and stratum basale respectively, first cobble layer 2 is connected respectively at the top of two water retaining layers 6 with second cobble layer 3, two anti-filter layers 4 fixed connection respectively is at the top of first cobble layer 2 with

second cobble layer

3, 5 fixed connection in the anti-filter layer 4's that correspond in gravel layer, two gravel layers 5 fixed connection respectively are in the bottom of wall and articulamentum, the bottom fixed mounting of retaining wall 1 has two erection columns 7, one side of two erection columns 7 is all seted up flutedly, equal slidable mounting has stable board 8 in two recesses.

In this embodiment, the thread groove has all been seted up to one side of two stabilizer plates 8, all rotates on one side inner wall of two recesses and installs lead screw 9, and the one end screw thread of lead screw 9 is installed in the thread groove that corresponds, and equal fixed cover is equipped with first bevel gear 10 on two lead screws 9, has seted up fixed chamber 14 on the retaining wall 1, and first bevel gear 10 drives the lead screw 9 that corresponds and rotates, and lead screw 9 drives stabilizer plate 8 and removes.

In this embodiment, two rotation holes have been seted up on the bottom inner wall of fixed chamber 14, and two rotation holes are downthehole all to rotate and are installed dwang 11, and the equal fixed mounting in one end of dwang 11 has second bevel gear 12, and second bevel gear 12 meshes with the first bevel gear 10 that corresponds, and dwang 11 drives second bevel gear 12 and rotates, and second bevel gear 12 drives the first bevel gear 10 that corresponds and rotates.

In this embodiment, the other ends of the two rotating rods 11 are fixedly mounted with worm gears 13, a through hole is formed in the inner wall of one side of the fixed cavity 14, the fixing rod 16 is rotatably mounted in the through hole, two worms 15 are fixedly sleeved on the fixing rod 16, the worms 15 are meshed with the corresponding worm gears 13, the worms 15 drive the corresponding worm gears 13 to rotate, and the worm gears 13 drive the corresponding rotating rods 11 to rotate.

In this embodiment, one end fixed mounting of dead lever 16 has the seat 17 that rotates, rotates the seat 17 and rotates and install in one side of retaining wall 1, rotates the seat 17 and drives dead lever 16 and rotate, and dead lever 16 drives two worms 15 and rotates.

In this embodiment, two chutes have been seted up on the inner wall of recess, two sliders of fixedly connected with on the stabilising plate 8, and slider slidable mounting drives the slider and slides in the spout when stabilising plate 8 removes in the spout that corresponds, can stabilize the position of stabilising plate 8 when removing.

In the embodiment, water seeping from the soil slope can be gathered through the two inverted filter layers 4, soil with larger diameter is intercepted, the water permeability of the periphery of the inverted filter layers 4 is increased, coarse-grained soil prevents fine soil particles behind the inverted filter layers from being taken away by seepage water, the fine soil particles in seepage water are filtered layer by the sand and stone layers 5, the seepage water permeating from the protected soil slope cannot go through soil in the filling layer, and the occurrence of soil erosion is prevented as much as possible, so that the anti-sedimentation effect of the retaining wall 1 is improved, meanwhile, the seepage water can be discharged out of the outer side of the retaining wall 1 by the first cobble layer 2 and the second cobble layer 3, after the retaining wall 1 is installed in a pre-buried place, the two installation columns 7 extend downwards and are installed, the rotating seats 17 are simultaneously rotated, the rotating seats 17 drive the fixing rods 16 to rotate, the fixing rods 16 drive the two worms 15 to rotate, the worms 15 drive the corresponding worm wheels 13 to rotate, and, the rotating rod 11 drives the second bevel gear 12 to rotate, the second bevel gear 12 drives the corresponding first bevel gear 10 to rotate, the first bevel gear 10 drives the corresponding screw rod 9 to rotate, the screw rod 9 drives the stabilizing plates 8 to move, the two stabilizing plates 8 slide out of the grooves, so that the two stabilizing plates 8 are unfolded in soil, and the two stabilizing plates 8 can increase the contact area of the retaining wall 1 to increase the stability of the retaining wall; the utility model discloses rational in infrastructure, convenient operation, this retaining wall 1's stability is better, and it is effectual to arrange the infiltration, and difficult emergence is subsided, has guaranteed building structure's normal use.

The utility model discloses the standard part that uses all can purchase from the market, and dysmorphism piece all can be customized according to the description with the record of drawing of description, and the concrete connection mode of each part all adopts conventional means such as ripe bolt, rivet, welding among the prior art, and machinery, part and equipment all adopt prior art, and conventional model, including circuit connection adopts conventional connection mode among the prior art, does not detailed here again.

Claims

1. A construction engineering anti-settling retaining wall structure comprises a retaining wall (1) and is characterized in that the retaining wall (1) comprises a wall body, a first cobble layer (2), a connecting layer, a second cobble layer (3), two anti-filtering layers (4), two gravel layers (5), two water retaining layers (6) and a basal layer, the two water retaining layers (6) are respectively connected with the connecting layer and the basal layer, the first cobble layer (2) and the second cobble layer (3) are respectively connected with the tops of the two water retaining layers (6), the two anti-filtering layers (4) are respectively and fixedly connected with the tops of the first cobble layer (2) and the second cobble layer (3), the gravel layers (5) are fixedly connected with the tops of the corresponding anti-filtering layers (4), the two gravel layers (5) are respectively and fixedly connected with the bottoms of the wall body and the connecting layer, two mounting columns (7) are fixedly mounted at the bottom of the retaining wall (1), one side of each of the two mounting columns (7) is provided with a groove, and a stabilizing plate (8) is slidably mounted in each of the two grooves.

2. The anti-settling retaining wall structure for the building engineering according to claim 1, wherein one side of each of the two stabilizing plates (8) is provided with a thread groove, the inner wall of one side of each of the two grooves is rotatably provided with a screw rod (9), one end of each screw rod (9) is threadedly mounted in the corresponding thread groove, each of the two screw rods (9) is fixedly sleeved with a first bevel gear (10), and the retaining wall (1) is provided with a fixed cavity (14).

3. The anti-settling retaining wall structure for the building engineering according to claim 2, wherein two rotating holes are formed in the inner wall of the bottom of the fixed cavity (14), rotating rods (11) are rotatably mounted in the two rotating holes, a second bevel gear (12) is fixedly mounted at one end of each rotating rod (11), and the second bevel gears (12) are meshed with the corresponding first bevel gears (10).

4. The anti-settling retaining wall structure for the building engineering as claimed in claim 3, wherein the other ends of the two rotating rods (11) are fixedly provided with worm wheels (13), one side of the inner wall of the fixing cavity (14) is provided with a through hole, a fixing rod (16) is rotatably arranged in the through hole, two worms (15) are fixedly sleeved on the fixing rod (16), and the worms (15) are meshed with the corresponding worm wheels (13).

5. The construction engineering settlement-preventing retaining wall structure according to claim 4, wherein one end of the fixing rod (16) is fixedly installed with a rotary seat (17), and the rotary seat (17) is rotatably installed at one side of the retaining wall (1).

6. The anti-settling retaining wall structure for building engineering according to claim 1, wherein the inner wall of the groove is provided with two sliding grooves, the stabilizing plate (8) is fixedly connected with two sliding blocks, and the sliding blocks are slidably mounted in the corresponding sliding grooves.