CN113931225B - Assembled empty box is inclined retaining wall that dives - Google Patents
Assembled empty box is inclined retaining wall that dives Download PDFInfo
- Publication number
- CN113931225B CN113931225B CN202111359279.9A CN202111359279A CN113931225B CN 113931225 B CN113931225 B CN 113931225B CN 202111359279 A CN202111359279 A CN 202111359279A CN 113931225 B CN113931225 B CN 113931225B
- Authority
- CN
- China
- Prior art keywords
- wall
- layer box
- middle layer
- box
- upper layer
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 21
- 239000002689 soil Substances 0.000 claims description 14
- 230000006837 decompression Effects 0.000 claims description 13
- 238000001914 filtration Methods 0.000 claims description 7
- 244000309464 bull Species 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 7
- 238000009434 installation Methods 0.000 abstract description 5
- 239000003245 coal Substances 0.000 description 6
- 230000000903 blocking effect Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000013013 elastic material Substances 0.000 description 4
- 239000011148 porous material Substances 0.000 description 4
- 238000007790 scraping Methods 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000012876 topography Methods 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 230000000737 periodic effect Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- UCKMPCXJQFINFW-UHFFFAOYSA-N Sulphide Chemical compound [S-2] UCKMPCXJQFINFW-UHFFFAOYSA-N 0.000 description 1
- 206010044565 Tremor Diseases 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000002386 leaching Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D29/00—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor
- B01D29/01—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor with flat filtering elements
- B01D29/03—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor with flat filtering elements self-supporting
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D29/00—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor
- B01D29/62—Regenerating the filter material in the filter
- B01D29/64—Regenerating the filter material in the filter by scrapers, brushes, nozzles, or the like, acting on the cake side of the filtering element
- B01D29/6469—Regenerating the filter material in the filter by scrapers, brushes, nozzles, or the like, acting on the cake side of the filtering element scrapers
- B01D29/6476—Regenerating the filter material in the filter by scrapers, brushes, nozzles, or the like, acting on the cake side of the filtering element scrapers with a rotary movement with respect to the filtering element
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Environmental & Geological Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Retaining Walls (AREA)
Abstract
The invention relates to an assembled empty box depression type retaining wall, which comprises an upper layer box: the two sides of the outer wall of the bottom of the upper layer box are respectively provided with a cone head, the inner wall of one side of the upper layer box is provided with a chute, the inner wall of the chute is provided with a clamping sliding block, and the clamping sliding block and the chute are matched for use; middle layer box: grooves are formed in two sides of the outer wall of the top of the middle layer box and are matched with the vertebral heads at the bottom of the upper layer box, sliding grooves are formed in the inner wall of one side of the middle layer box, clamping sliding blocks are also arranged on the inner wall of the sliding grooves in the middle layer box, and the clamping sliding blocks in the middle layer box are matched with the sliding grooves in the middle layer box; and, a lower layer box: grooves are further formed in two sides of the outer wall of the top of the lower layer box, and the grooves in the lower layer box are matched with the vertebral heads in the middle layer box. The invention has the technical effects of simple and efficient installation, strong pertinence and stable action.
Description
Technical Field
The invention relates to the technical field of retaining walls, in particular to an assembled empty box retaining wall.
Background
The retaining wall is a building for supporting a natural slope or an artificial slope and keeping soil stable; in the cross section of the retaining wall, the part directly contacted with the supported soil body is called a wall back; the part opposite to the back of the wall, which is adjacent to the air, is called a wall surface; the area in direct contact with the foundation is called the foundation. Along with the development of the social foundation, the requirements on the height of the retaining wall are higher and higher, a large amount of stone is required, the gravity retaining wall and the counter weight retaining wall are heavier, the requirements on the bearing capacity of the foundation are higher, the construction period is longer, and the construction quality is difficult to control due to the influence of the environment; in addition, the existing gangue has the problems that a large amount of gangue is not used for disposal, and a large amount of land is occupied, so that the escape or leaching of sulfide in the gangue can pollute the atmosphere, farmlands and water bodies. The gangue hill can also spontaneously ignite to generate fire or collapse in rainy season to silt the river to cause disasters, so that how to solve the problem of how to solve the slope protection of the mountain and treat waste resources is a problem of urgent need at present.
In the prior art, often adopt mountain excavation, consolidate and connect reinforcing bar and concrete and come the fixed mountain slope of large tracts of land, still include some a small amount of slope protection devices, whether through consolidating mountain reinforced concrete or set up great integration slope protection device of size, all lack under the slope environment of handling the topography of the land and protect, in conclusion, there is following not enough in the prior art:
1. the construction period is long, sudden natural disasters cannot be dealt with, and timeliness of mountain protection is not achieved.
2. The current slope protection device sets up relatively fixed, can't consolidate in a flexible way to the environment slope of different topography, and the bank protection effect is relatively poor.
3. The existing slope protection device cannot utilize the existing waste resources, so that the utilization rate of the resources is low.
Disclosure of Invention
Aiming at the problems existing in the prior art, the invention aims to solve the technical problems that: the construction period is long, can't carry out nimble reinforcement to the environment slope of different topography.
In order to solve the technical problems, the invention adopts the following technical scheme:
The utility model provides an assembled empty case is inclined to one side retaining wall of nodding, includes upper box, middle layer case and lower floor case that top-down set up:
Upper layer box: the two sides of the outer wall of the bottom of the upper layer box are respectively provided with a cone, the inner wall of one side of the upper layer box is provided with a chute, the inner wall of the chute is provided with a clamping sliding block, the clamping sliding block and the chute are matched for use, and the inner wall of the upper layer box close to the top is provided with a waterproof layer;
middle layer box: grooves are formed in two sides of the outer wall of the top of the middle layer box and are matched with the vertebral heads at the bottom of the upper layer box, vertebral heads are also arranged on two sides of the outer wall of the bottom of the middle layer box, a sliding groove is also formed in the inner wall of one side of the middle layer box, a clamping sliding block is also arranged on the inner wall of the sliding groove on the middle layer box, and the clamping sliding block on the middle layer box is matched with the sliding groove on the middle layer box;
lower layer box: grooves are further formed in two sides of the outer wall of the top of the lower layer box, the grooves in the lower layer box are matched with the vertebral heads in the middle layer box, and a drain pipe is arranged on the inner wall of the lower layer box.
Preferably, the outer walls of one side of the upper layer box, the middle layer box and the lower layer box are arranged to be front baffle surfaces, the outer walls of the other side of the upper layer box, the middle layer box and the lower layer box are arranged to be rear baffle surfaces, limiting holes distributed equidistantly are formed in the outer walls of one side of the middle layer box and the outer walls of one side of the lower layer box, round holes are formed in the outer walls of one side of the vertebral heads, the limiting holes correspond to the round holes, pins are arranged on the inner walls of the limiting holes, notches distributed equidistantly are formed in the outer walls of one side of the pins, protruding blocks distributed equidistantly are arranged on the outer walls of the bottoms of the upper layer box and the middle layer box, and the size of each protruding block is matched with the size of each notch.
Preferably, the bottom inner walls of the upper layer box and the middle layer box are respectively provided with a second reset spring, the bottom outer walls of the upper layer box and the middle layer box are respectively provided with a jack, the second reset springs are arranged at the outlet of the jacks, one side outer wall of the clamping sliding block is provided with a movable base plate, the bottom outer wall of the movable base plate is provided with a soil fixing inserted rod, the second reset springs are sleeved on the outer wall of the soil fixing inserted rod, the soil fixing inserted rod is matched with the jacks, the bottom outer wall of the clamping sliding block is provided with a first reset spring, and the bottoms of the two first reset springs are respectively arranged on the bottom inner walls of the upper layer box and the middle layer box.
Preferably, the baffle is arranged on the outer wall of one side of the front baffle surface, which is close to the bottom, the baffle is arranged into an arc-shaped structure, one end of the drain pipe is provided with a water inlet, a filter plate is arranged on the inner wall of the water inlet, a rotating rod is arranged on the outer wall of one side of the filter plate, a knob is arranged at one end of the rotating rod, a scraping rod is arranged at one end of the drain pipe, an inner ring is connected to the inner wall of the drain pipe, which is close to one end of the knob, through a bearing, and the inner ring is matched with the filter plate.
Preferably, the decompression ball that the equidistance was distributed is provided with on one side outer wall upper portion of backstop face, and the one side outer wall middle part of backstop face is provided with the anticollision strip that the equidistance was distributed, decompression ball and anticollision strip are high elastic material, one side outer wall of backstop face is provided with the baffle, and is provided with the filtration pore that the equidistance was distributed on one side outer wall of baffle, the filtration pore is by outside-in structure that leans up, the baffle is including the base plate, and the outer wall both sides of base plate are provided with first rubber buffer layer and second rubber buffer layer respectively, one side outer wall of first rubber buffer layer is provided with the gusset plate, one side outer wall of second rubber buffer layer is provided with the anticorrosive board.
Compared with the prior art, the invention has at least the following advantages:
1. The device is convenient to assemble, has the effect of tight connection, is close to the required terrain position, is assembled to the whole device, inserts the vertebral head at the bottom end of the upper layer box into the groove at the top of the middle layer box during installation, enables the upper layer box to be tightly connected with the middle layer box, then utilizes the vertebral head at the bottom of the middle layer box to install the upper layer box and the middle layer box which are tightly connected into the groove at the top of the lower layer box, and enables the upper layer box, the middle layer box and the lower layer box to be tightly connected through pin plug-in limiting holes, is matched with coal gangue filled in the box, and is simple and efficient, and the manufacturing place is stable.
2. The full-filling type retaining wall device has the advantages that the full-filling type retaining wall device is full in filling and high in stability, coal gangue is sequentially filled before an upper layer box, a middle layer box and a lower layer box are connected, pins are matched to be nailed in from limiting holes, gaps on the outer walls of the pins and protruding blocks on the bottoms of the upper layer box and the middle layer box are hit for many times, the coal gangue filled in the box is effectively shaken, the fact that the coal gangue is tightly filled in the retaining wall device which is installed and combined is guaranteed, and the stability is higher.
3. The efficient drainage effect has, along with the rainy season festival comes, the water seepage phenomenon can appear in the mountain body of retaining wall one side, be equipped with the breakwater on the device, effectually with the water inlet department of leading-in drain pipe of water, avoided water from the infiltration of device bottom, wash empty foundation soil and the whole installation that causes is unstable, when draining through the drain pipe, the filter can block earth impurity and get into, the rotation knob of regularly, the knob passes through the bull stick and drives the filter and rotate on the scraper bar, the effect of periodic cleaning filter has been realized, guarantee the stability of drainage goes on, maintain the stability of retaining wall.
4. The anti-collision device has the effects of preventing foreign matter from impacting, the decompression ball and the anti-collision strip are arranged on the outer wall of one side of the rear baffle, the decompression ball and the anti-collision strip are made of high-elasticity materials, when foreign matters collide with the retaining wall, the impact strength can be effectively reduced by the elastic materials of the decompression ball and the anti-collision strip, the damage to the retaining wall body is reduced, the high-elasticity materials are not easy to damage, the service time is long, in addition, the filtering holes on the baffle are of a structure inclined from outside to inside, objects with large density and liquid can be effectively prevented from entering the drain pipe to a certain extent, the stable drainage can be ensured, the stability of the retaining wall is maintained, and the buffering and the protection effect of the baffle can be effectively improved through the arrangement of the double-layer rubber buffer layer.
Drawings
Fig. 1 is a schematic view showing the overall structure of an assembled type empty box depression type retaining wall according to embodiment 1.
Fig. 2 is a sectional view of an assembled type empty box tilt-down retaining wall of embodiment 1.
Fig. 3 is a schematic view of the structure of the upper tank bottom of embodiment 1.
Fig. 4 is a schematic structural view of a soil-fixing insert rod of example 1.
Fig. 5 is a schematic structural view of the chute in fig. 4.
Fig. 6 is a schematic structural view of the drain pipe of embodiment 1.
Fig. 7 is a schematic structural view of a decompression ball of an assembled type empty box depression type retaining wall of embodiment 1.
Fig. 8 is a schematic structural view of a baffle plate of an assembled type empty box depression type retaining wall of embodiment 1.
Fig. 9 is a schematic structural view of a first rubber buffer plate of an assembled type empty box depression type retaining wall of embodiment 1.
In the figure, an upper layer box-1, a middle layer box-2, a lower layer box-3, a limiting hole-4, a drain pipe-5, a water baffle-6, a waterproof layer-7, a rear baffle-8, a front baffle-9, a movable backing plate-10, a convex block-11, a pin-12, a vertebral head-13, a soil fixing insert rod-14, a jack-15, a water inlet-16, a round hole-17, a clamping slide block-18, a first return spring-19, a second return spring-20, a chute-21, a filter plate-22, a scraping rod-23, a rotating rod-24, an inner ring-25, a knob-26, a decompression ball-27, a bumper strip-28, a baffle-29, a filter hole-30, a reinforcing plate-31, a first rubber buffer layer 32, a second rubber buffer layer-34 and a corrosion-preventing plate 35.
Detailed Description
The technical scheme of the patent is further described in detail below with reference to the specific embodiments.
Embodiments of the present patent are described in detail below, examples of which are illustrated in the accompanying drawings, wherein the same or similar reference numerals refer to the same or similar elements or elements having the same or similar functions throughout. The embodiments described below by referring to the drawings are exemplary only for explaining the present patent and are not to be construed as limiting the present patent.
In the description of this patent, it should be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate orientations or positional relationships based on the orientation or positional relationships shown in the drawings, merely to facilitate describing the patent and simplify the description, and do not indicate or imply that the devices or elements being referred to must have a particular orientation, be configured and operated in a particular orientation, and are therefore not to be construed as limiting the patent.
In the description of this patent, it should be noted that, unless explicitly stated and limited otherwise, the terms "mounted," "connected," and "disposed" are to be construed broadly, and may be fixedly connected, disposed, detachably connected, disposed, or integrally connected, disposed, for example. The specific meaning of the terms in this patent will be understood by those of ordinary skill in the art as the case may be.
Referring to fig. 1 to 9, an assembled type empty box depression type retaining wall comprises an upper layer box 1, a middle layer box 2 and a lower layer box 3 which are arranged from top to bottom:
upper layer box 1: the two sides of the outer wall of the bottom of the upper layer box 1 are respectively provided with a cone 13, the inner wall of one side of the upper layer box 1 is provided with a chute 21, the inner wall of the chute 21 is provided with a clamping sliding block 18, the clamping sliding block 18 and the chute 21 are matched for use, and the inner wall of the upper layer box 1 close to the top is provided with a waterproof layer 7;
Middle layer case 2: grooves are formed in two sides of the outer wall of the top of the middle layer box 2 and are matched with the vertebral heads 13 at the bottom of the upper layer box 1, the vertebral heads 13 are also arranged on two sides of the outer wall of the bottom of the middle layer box 2, a sliding groove 21 is also formed in the inner wall of one side of the middle layer box 2, a clamping sliding block 18 is also arranged on the inner wall of the sliding groove 21 on the middle layer box 2, and the clamping sliding block 18 on the middle layer box 2 is matched with the sliding groove 21 on the middle layer box 2;
lower layer box 3: grooves are further formed in two sides of the outer wall of the top of the lower layer box 3, the grooves in the lower layer box 3 are matched with the vertebral heads 13 in the middle layer box 2, and a drain pipe 5 is arranged on the inner wall of the lower layer box 3.
Further, the outer walls of one sides of the upper layer box 1, the middle layer box 2 and the lower layer box 3 are set to be front blocking surfaces 9, the outer walls of the other sides of the upper layer box 1, the middle layer box 2 and the lower layer box 3 are set to be rear blocking surfaces 8, the front blocking surfaces 9 are used for resisting mountain bodies, and the rear blocking surfaces 8 are used for supporting and fixing.
Further, limiting holes 4 distributed equidistantly are formed in the outer walls of one side of the middle layer box 2 and one side of the lower layer box 3, round holes 17 are formed in the outer wall of one side of the cone 13, the limiting holes 4 correspond to the round holes 17, pins 12 are arranged on the inner walls of the limiting holes 4, and notches distributed equidistantly are formed in the outer wall of one side of the pins 12.
Further, the outer walls of the bottoms of the upper layer box 1 and the middle layer box 2 are respectively provided with the convex blocks 11 which are distributed at equal intervals, the sizes of the convex blocks 11 are matched with the sizes of the gaps, the gaps continuously strike the convex blocks 11 along with the driving of the pins 12, so that the whole device shakes, and the filled coal gangue is compacted.
Further, the bottom inner walls of the upper layer box 1 and the middle layer box 2 are respectively provided with a second reset spring 20, the bottom outer walls of the upper layer box 1 and the middle layer box 2 are respectively provided with a jack 15, and the second reset springs 20 are arranged at the outlet of the jacks 15.
Further, a movable base plate 10 is arranged on the outer wall of one side of the clamping sliding block 18, a soil fixing inserting rod 14 is arranged on the outer wall of the bottom of the movable base plate 10, a second reset spring 20 is sleeved on the outer wall of the soil fixing inserting rod 14, and the soil fixing inserting rod 14 is matched with the inserting hole 15.
Further, the outer walls of the bottoms of the clamping sliding blocks 18 are provided with first reset springs 19, the bottoms of the two first reset springs 19 are respectively arranged on the inner walls of the bottoms of the upper layer box 1 and the middle layer box 2, and before coal gangue is filled, the first reset springs 19 are matched with the second reset springs 20 to support the movable base plate 10.
Further, a water baffle 6 is arranged on the outer wall of one side of the front baffle surface 9 close to the bottom, and the water baffle 6 is of an arc-shaped structure.
Further, one end of the drain pipe 5 is provided with a water inlet 16, a filter plate 22 is movably connected to the inner wall of the water inlet 16, a rotating rod 24 is fixedly connected to the outer wall of one side of the filter plate 22, and one end of the rotating rod 24 is fixedly connected with a knob 26.
Further, one end of the drain pipe 5 is provided with a scraping rod 23, an inner ring 25 is connected to the inner wall of one end of the drain pipe 5, which is close to the knob 26, through a bearing, and the inner ring 25 is matched with the filter plate 22 for use, and when the knob 26 is rotated, the inner ring 25 can play a supporting role in the pipe wall.
Further, decompression ball 27 that the equidistance distributes is provided with on one side outer wall upper portion of backstop face 8, and one side outer wall middle part of backstop face 8 is provided with the anticollision strip 28 that the equidistance distributes, decompression ball 27 and anticollision strip 28 are high elastic material, one side outer wall of backstop face 8 is provided with baffle 29, and be provided with equidistant filtration pore 30 that distributes on one side outer wall of baffle 29, filtration pore 30 is the structure of from outside to inside upwards slope, baffle 29 is including base plate 33, and the outer wall both sides of base plate 33 are provided with first rubber buffer layer 32 and second rubber buffer layer 34 respectively, one side outer wall of first rubber buffer layer 32 is provided with reinforcing plate 31, one side outer wall of second rubber buffer layer 34 is provided with anticorrosive plate 35.
The working principle of the assembled empty box depression type retaining wall is as follows:
When the integral device is assembled near the needed terrain position, the cone 13 at the bottom end of the upper layer box 1 is inserted into the groove at the top of the middle layer box 2, so that the upper layer box 1 and the middle layer box 2 are tightly spliced, then the tightly spliced upper layer box 1 and middle layer box 2 are installed in the groove at the top of the lower layer box 3 by utilizing the cone 13 at the bottom of the middle layer box 2, the upper layer box 1, the middle layer box 2 and the lower layer box 3 are tightly spliced and limited by the pin 12, the gangue filled in the box is orderly driven into the box by the pin 12 before installation, the notch on the outer wall of the pin 12 and the convex block 11 at the bottom of the upper layer box 1 and the middle layer box 2 are hit for many times, the gangue filled in the box is effectively tremble, simple and efficient preparation department stable retaining wall, when the retaining wall runs into rainwater weather, the water baffle 6 guides water to the water inlet 16 department of drain pipe 5, avoided water to wash empty foundation soil and the whole installation that causes after the infiltration of device bottom unstable, when draining through drain pipe 5, filter 22 can block earth impurity and get into, regularly rotate knob 26, knob 26 drives filter 22 through bull stick 24 and rotates on scraping rod 23, the periodic cleaning of filter 22 has been realized, decompression ball 27 and crashproof strip 28 all adopt high elasticity material, when foreign matter strikes the retaining wall, the elastic material of decompression ball 27 and crashproof strip 28 can effectually reduce the impact dynamics, reduce the injury to the retaining wall body.
Finally, it is noted that the above embodiments are only for illustrating the technical solution of the present invention and not for limiting the same, and although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications and equivalents may be made thereto without departing from the spirit and scope of the technical solution of the present invention, which is intended to be covered by the scope of the claims of the present invention.
Claims (3)
1. The utility model provides an assembled empty case is inclined to one side retaining wall that dives which characterized in that includes upper box (1), middle layer case (2) and lower floor case (3) that top-down set up:
Upper layer case (1): the two sides of the outer wall of the bottom of the upper layer box (1) are respectively provided with a cone head (13), a chute (21) is arranged on the inner wall of one side of the upper layer box (1), a clamping sliding block (18) is arranged on the inner wall of the chute (21), the clamping sliding block (18) and the chute (21) are matched for use, and a waterproof layer (7) is arranged on the inner wall, close to the top, of the upper layer box (1);
Middle layer case (2): grooves are formed in two sides of the outer wall of the top of the middle layer box (2), the grooves are matched with the vertebral heads (13) at the bottom of the upper layer box (1), the vertebral heads (13) are also arranged on two sides of the outer wall of the bottom of the middle layer box (2), a sliding groove (21) is also formed in the inner wall of one side of the middle layer box (2), a clamping sliding block (18) is also arranged on the inner wall of the sliding groove (21) on the middle layer box (2), and the clamping sliding block (18) on the middle layer box (2) is matched with the sliding groove (21) on the middle layer box (2);
Lower layer box (3): grooves are further formed in two sides of the outer wall of the top of the lower layer box (3), the grooves in the lower layer box (3) are matched with the vertebral heads (13) in the middle layer box (2), and drain pipes (5) are arranged on the inner wall of the lower layer box (3);
The outer walls of one sides of the upper layer box (1), the middle layer box (2) and the lower layer box (3) are provided with front baffle surfaces (9), the outer walls of the other sides of the upper layer box (1), the middle layer box (2) and the lower layer box (3) are provided with rear baffle surfaces (8), the outer walls of one sides, close to the bottom, of the front baffle surfaces (9) are provided with water baffles (6), and the water baffles (6) are of arc structures;
Limiting holes (4) which are distributed equidistantly are formed in the outer walls of one side of the middle layer box (2) and one side of the lower layer box (3), round holes (17) are formed in the outer wall of one side of the cone (13), the limiting holes (4) correspond to the round holes (17), pins (12) are arranged on the inner walls of the limiting holes (4), and notches which are distributed equidistantly are formed in the outer wall of one side of the pins (12);
the outer walls of the bottoms of the upper layer box (1) and the middle layer box (2) are respectively provided with convex blocks (11) which are distributed equidistantly, and the sizes of the convex blocks (11) are matched with the sizes of the gaps;
The bottom inner walls of the upper layer box (1) and the middle layer box (2) are respectively provided with a second reset spring (20), the bottom outer walls of the upper layer box (1) and the middle layer box (2) are provided with jacks (15), and the second reset springs (20) are arranged at the outlets of the jacks (15);
A movable base plate (10) is arranged on the outer wall of one side of the clamping sliding block (18), a soil fixing inserting rod (14) is arranged on the outer wall of the bottom of the movable base plate (10), a second reset spring (20) is sleeved on the outer wall of the soil fixing inserting rod (14), the soil fixing inserting rod (14) is matched with the inserting hole (15), a first reset spring (19) is arranged on the outer wall of the bottom of the clamping sliding block (18), and the bottom ends of the two first reset springs (19) are respectively arranged on the inner walls of the bottoms of the upper layer box (1) and the middle layer box (2);
decompression balls (27) distributed at equal intervals are arranged on the upper part of the outer wall of one side of the rear baffle surface (8), anti-collision strips (28) distributed at equal intervals are arranged in the middle of the outer wall of one side of the rear baffle surface (8), and the decompression balls (27) and the anti-collision strips (28) are made of high-elasticity materials;
The outer wall of one side of the back baffle surface (8) is provided with a baffle plate (29), and the outer wall of one side of the baffle plate (29) is provided with filtering holes (30) distributed at equal intervals, and the filtering holes (30) are of an inclined structure from outside to inside.
2. A fabricated empty box tilt-down retaining wall as defined in claim 1, wherein: one end of drain pipe (5) is equipped with water inlet (16), is equipped with filter (22) on the inner wall of water inlet (16), be equipped with bull stick (24) on the outer wall of one side of filter (22), the one end of bull stick (24) is equipped with knob (26), and the one end of drain pipe (5) is equipped with scrapes pole (23), is connected with inner ring (25) through the bearing on the inner wall that drain pipe (5) is close to knob (26) one end, and inner ring (25) and filter (22) cooperation use.
3. A fabricated empty box tilt-down retaining wall as defined in claim 1, wherein: baffle (29) are including base plate (33), and the outer wall both sides of base plate (33) are provided with first rubber buffer layer (32) and second rubber buffer layer (34) respectively, the outer wall of one side of first rubber buffer layer (32) is provided with gusset plate (31), the outer wall of one side of second rubber buffer layer (34) is provided with anticorrosive board (35).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111359279.9A CN113931225B (en) | 2021-11-17 | 2021-11-17 | Assembled empty box is inclined retaining wall that dives |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111359279.9A CN113931225B (en) | 2021-11-17 | 2021-11-17 | Assembled empty box is inclined retaining wall that dives |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113931225A CN113931225A (en) | 2022-01-14 |
| CN113931225B true CN113931225B (en) | 2024-05-28 |
Family
ID=79286874
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111359279.9A Active CN113931225B (en) | 2021-11-17 | 2021-11-17 | Assembled empty box is inclined retaining wall that dives |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113931225B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216199B (en) * | 2021-03-28 | 2022-10-04 | 山东正元建设工程有限责任公司 | Pile beam vertical anchor supporting structure for foundation pit supporting |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN206655248U (en) * | 2017-04-11 | 2017-11-21 | 江苏省常州市航道管理处 | A kind of assembly concrete empty van soil-baffling structure |
| CN209975668U (en) * | 2019-04-29 | 2020-01-21 | 郭晶 | Novel retaining wall for hydraulic engineering |
| CN210341979U (en) * | 2019-06-12 | 2020-04-17 | 广东森景建设有限公司 | Retaining wall structure for road |
| CN210797624U (en) * | 2019-10-21 | 2020-06-19 | 山东交通学院 | Prefabricated assembled hydraulic retaining wall |
| CN212896449U (en) * | 2020-04-11 | 2021-04-06 | 杨桂兰 | Water conservancy retaining wall |
| CN216238634U (en) * | 2021-11-17 | 2022-04-08 | 贵州大学 | Assembled empty case formula retaining wall that inclines that bows |
-
2021
- 2021-11-17 CN CN202111359279.9A patent/CN113931225B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN206655248U (en) * | 2017-04-11 | 2017-11-21 | 江苏省常州市航道管理处 | A kind of assembly concrete empty van soil-baffling structure |
| CN209975668U (en) * | 2019-04-29 | 2020-01-21 | 郭晶 | Novel retaining wall for hydraulic engineering |
| CN210341979U (en) * | 2019-06-12 | 2020-04-17 | 广东森景建设有限公司 | Retaining wall structure for road |
| CN210797624U (en) * | 2019-10-21 | 2020-06-19 | 山东交通学院 | Prefabricated assembled hydraulic retaining wall |
| CN212896449U (en) * | 2020-04-11 | 2021-04-06 | 杨桂兰 | Water conservancy retaining wall |
| CN216238634U (en) * | 2021-11-17 | 2022-04-08 | 贵州大学 | Assembled empty case formula retaining wall that inclines that bows |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113931225A (en) | 2022-01-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100535253C (en) | Inter-embedding type slope protection block and construction method therefor | |
| CN113931225B (en) | Assembled empty box is inclined retaining wall that dives | |
| CN209873816U (en) | Mine slope regeneration system | |
| KR100965467B1 (en) | Eco-pillar debris barrier | |
| CN216238634U (en) | Assembled empty case formula retaining wall that inclines that bows | |
| CN213296596U (en) | City greenery patches plant is detained and is taken view structure | |
| CN215518612U (en) | Dykes and dams slope protection structure for design based on hydraulic and hydroelectric engineering | |
| CN217204154U (en) | Road highway subgrade side slope protector | |
| CN214940371U (en) | Hydraulic engineering combination retaining wall structure | |
| CN113494096B (en) | Splicing type reinforcing device for gravel soil of steep slope in mountain area | |
| CN112031040B (en) | Dredging drainage structure system of top structure of underground engineering | |
| CN212427242U (en) | Top structure desilting drainage structural system of underground engineering | |
| CN211113688U (en) | High slope loess highway section prevention and prosthetic devices | |
| CN210263088U (en) | High steep slope suspension type rainwater cyclic utilization afforestation structure | |
| CN213329058U (en) | Seepage-proofing structure of geotechnical engineering side slope | |
| CN211228360U (en) | Ecological slope protection for water and soil conservation | |
| CN211689738U (en) | Underground pipe gallery sponge city municipal road surface with load resistance and drainage function | |
| CN221502032U (en) | Ecological restoration backfill waterproof soil loss structure for damaged rock mass of surface mine | |
| CN211872864U (en) | Irrigation canals and ditches supporting construction of hydraulic engineering | |
| CN213328905U (en) | Ecological environment-friendly water conservancy bank protection | |
| CN216739674U (en) | Rock slope protection structure for repairing mine rock mass | |
| CN216787369U (en) | Sponge urban road drainage structures | |
| CN210737592U (en) | Temporary soil retaining protective facility | |
| CN216586654U (en) | Reinforced earth retaining wall for high slope support | |
| CN212426874U (en) | Anti-collision waterproof flood-drainage green ecological isolation pier system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |