CN113931225A - Assembled empty case formula retaining wall that inclines that bows - Google Patents
Assembled empty case formula retaining wall that inclines that bows Download PDFInfo
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- CN113931225A CN113931225A CN202111359279.9A CN202111359279A CN113931225A CN 113931225 A CN113931225 A CN 113931225A CN 202111359279 A CN202111359279 A CN 202111359279A CN 113931225 A CN113931225 A CN 113931225A
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- retaining
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 22
- 230000000903 blocking effect Effects 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 7
- 244000309464 bull Species 0.000 claims description 4
- 230000006978 adaptation Effects 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 claims description 3
- 241001149930 Protura <class> Species 0.000 claims 1
- 230000007797 corrosion Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 7
- 238000009434 installation Methods 0.000 abstract description 5
- 239000002689 soil Substances 0.000 description 10
- 230000006837 decompression Effects 0.000 description 7
- 239000003245 coal Substances 0.000 description 5
- 238000007790 scraping Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 208000027418 Wounds and injury Diseases 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 208000014674 injury Diseases 0.000 description 2
- 230000002633 protecting effect Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000012876 topography Methods 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
- 230000003139 buffering effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Classifications
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- 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 hollow box depression-inclined retaining wall, which comprises an upper layer box: the two sides of the outer wall of the bottom of the upper layer box are provided with conical heads, the inner wall of one side of the upper layer box is provided with a sliding groove, the inner wall of the sliding groove is provided with a clamping sliding block, and the clamping sliding block and the sliding groove are matched for use; a middle layer box: grooves are formed in the two sides of the outer wall of the top of the middle box, the grooves are matched with the conical heads at the bottom of the upper box, a sliding groove is also formed in the inner wall of one side of the middle box, a clamping sliding block is also arranged on the inner wall of the sliding groove in the middle box, and the clamping sliding block in the middle box is matched with the sliding groove in the middle box for use; and, a lower tank: grooves are further formed in two sides of the outer wall of the top of the lower box, and the grooves in the lower box are matched with the conical heads in the middle 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 hollow retaining wall.
Background
The retaining wall is a building for supporting a natural side slope or an artificial side slope and keeping a soil body stable; in the cross section of the retaining wall, the part which is directly contacted with the supported soil body is called a wall back; the part facing the wall back and being empty is called the wall surface; the portion in direct contact with the foundation is called the basement. Along with the development of social infrastructure, the requirement on the height of a retaining wall body is higher and higher, a large amount of stones are also needed, the gravity type retaining wall and the balance weight type retaining wall body are heavier, the requirement on the bearing capacity of a foundation is higher, the construction period is longer, and the construction quality is difficult to control due to the influence of the environment; and the existing coal gangue is largely discarded without using, occupies a large area of land, and sulfide in the coal gangue escapes or is leached out to pollute the atmosphere, farmlands and water bodies. The gangue dump can also be spontaneously combusted to cause fire, or collapse in rainy season, silted up rivers to cause disasters, and how to solve mountain slope protection and treat waste resources becomes a problem which needs to be treated urgently at present.
Among the prior art, often adopt the massif to cut, consolidate connecting reinforcement and concrete and come the fixed massif slope of large tracts of land in large tracts of land, still include some a small amount of bank protection devices, no matter be through consolidating massif reinforced concrete or setting up the great integrated bank protection device of size, all lack the protection of pertinence under the slope environment of reply special topography, to sum up, exist following not enoughly in the prior art:
1. the construction period is long, sudden natural disasters cannot be dealt with, and the timeliness for protecting the mountain is not provided.
2. Current slope protection device sets up relatively fixed, can't carry out nimble reinforcement to the environment slope of different topography, and the bank protection effect is relatively poor.
3. The existing slope protection device can not utilize the existing waste resources, so that the utilization rate of the resources is lower.
Disclosure of Invention
Aiming at the problems in the prior art, the technical problems to be solved by the invention are as follows: the construction period is long, and flexible reinforcement can not be carried out on the environmental slopes of different terrains.
In order to solve the technical problems, the invention adopts the following technical scheme:
the utility model provides an assembled empty case formula retaining wall that inclines that bends, includes upper strata case, middle level case and the lower floor's case that top-down set up:
an upper layer box: the waterproof box is characterized in that conical heads are arranged on two sides of the outer wall of the bottom of the upper box, a sliding groove is formed in the inner wall of one side of the upper box, a clamping sliding block is arranged on the inner wall of the sliding groove, the clamping sliding block and the sliding groove are matched for use, and a waterproof layer is arranged on the inner wall, close to the top, of the upper box;
a middle layer box: grooves are formed in the two sides of the outer wall of the top of the middle box, the grooves are matched with the conical heads at the bottom of the upper box, the conical heads are also arranged on the two sides of the outer wall of the bottom of the middle box, a sliding groove is also formed in the inner wall of one side of the middle box, a clamping sliding block is also arranged on the inner wall of the sliding groove on the middle box, and the clamping sliding block on the middle box is matched with the sliding groove on the middle box for use;
lower floor's case: the two sides of the outer wall of the top of the lower box are also provided with grooves, the grooves on the lower box are matched with the conical heads on the middle box, and the inner wall of the lower box is provided with a drain pipe.
Preferably, the outer wall of one side of the upper layer box, the outer wall of one side of the middle layer box and the outer wall of one side of the lower layer box are set as a front blocking surface, the outer wall of the other side of the upper layer box, the outer wall of the middle layer box and the outer wall of the other side of the lower layer box are set as a rear blocking surface, limiting holes distributed equidistantly are formed in the outer wall of one side of the middle layer box and the outer wall of one side of the lower layer box, round holes are formed in the outer wall of one side of the cone head and correspond to the round holes, pins are arranged on the inner wall of the limiting holes, notches distributed equidistantly are formed in the outer wall of one side of the pins, lugs 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 the lugs is matched with the size of the notches.
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 provided with jacks, the second reset springs are installed at the outlets 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 bar, the second reset springs are sleeved on the outer wall of the soil fixing inserted bar and are matched with the jacks, the bottom outer wall of the clamping sliding block is provided with first reset springs, and the bottom ends of the two first reset springs are respectively installed on the bottom inner walls of the upper layer box and the middle layer box.
Preferably, the front baffle surface is provided with a water baffle on the outer wall of one side close to the bottom, the water baffle is arranged to be of an arc-shaped structure, one end of the drain pipe is provided with a water inlet, the inner wall of the water inlet is provided with a filter plate, the outer wall of one side of the filter plate is provided with a rotating rod, one end of the rotating rod is provided with a knob, one end of the drain pipe is provided with a scraping rod, the inner wall of the drain pipe close to one end of the knob is connected with an inner ring through a bearing, and the inner ring is matched with the filter plate for use.
As preferred, one side outer wall upper portion that the back kept off the face is provided with the decompression ball that the equidistance distributes, and keeps off one side outer wall middle part of face after and be provided with the anticollision strip that the equidistance distributes, decompression ball and anticollision strip are high elastic material, one side outer wall that the back kept off the face is provided with the baffle, and is provided with the filtration hole that the equidistance distributes on one side outer wall of baffle, it is the structure of outside-in tilt up to filter the hole, 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. have convenient equipment, link up inseparable effect, near the topographic position of needs, assemble whole device, during the installation, insert the recess inside middle level roof portion with the conical head of upper strata bottom of the case portion, make upper strata case inseparable with middle level case grafting, then utilize the conical head of middle level bottom of the case portion will link up inseparable upper strata case and middle level case and install inside the recess at lower floor roof portion, the hole is injectd in the grafting of rethread pin, make upper strata case, middle level case and lower floor's case three zonulae occludens, the gangue of cooperation incasement intussuseption, the stable retaining wall of simple efficient preparation department.
2. Have abundant packing, the high effect of stability, before upper case, middle level case and lower floor's case three connect the completion, it has the gangue to fill in proper order, cooperates the pin to follow the limited hole nail again and goes into, and the breach of pin outer wall is beaten with the lug of upper case and middle level bottom of the case portion many times, and the effectual gangue to the incasement is trembled and is real, has guaranteed to fill in the retaining wall device that the installation is made up tightly, and stability is higher.
3. The effect that has high-efficient drainage, come along with heavy rain season, the infiltration phenomenon can appear in the massif of retaining wall one side, be equipped with the breakwater on the device, effectual leading-in water inlet department to the drain pipe with water, water infiltration from the device bottom has been avoided, wash empty ground soil and the monolithic erection unstability that causes, when through the drain pipe drainage, the filter can block earth impurity entering, regular rotation knob, the knob drives the filter through the bull stick and rotates on the scraping bar, the effect of regularly clearing up the filter has been realized, the stability of guarantee drainage is gone on, maintain the stability of retaining wall.
4. Have the effect that prevents the foreign matter and strike, one side outer wall at back shelves face is provided with decompression ball and anticollision strip, decompression ball and anticollision strip all adopt high elasticity material, when the foreign matter strikes the retaining wall, the elasticity material of decompression ball and anticollision strip can effectual reduction striking dynamics, reduce the injury to the retaining wall body, and high elasticity material is not fragile, long service time, the filtration pore is outside-in tilt up's structure in addition on the baffle, can prevent effectively to a certain extent that great object of density and liquid from getting into the drain pipe, can ensure the stability of drainage and go on, maintain the stability of retaining wall, setting through double-deck rubber buffer layer, can effectual buffering and the protecting effect who improves the baffle.
Drawings
Fig. 1 is a schematic view showing the overall structure of a fabricated empty box tilt-down retaining wall according to example 1.
Fig. 2 is a sectional view of a fabricated empty box pitched retaining wall according to example 1.
FIG. 3 is a schematic view of the bottom structure of the upper tank in example 1.
Fig. 4 is a schematic structural view of the soil-fixing inserted rod in embodiment 1.
Fig. 5 is a schematic structural view of the chute in fig. 4.
FIG. 6 is a schematic view showing the structure of a drain pipe according to embodiment 1.
Fig. 7 is a schematic structural view of a pressure reducing ball of the fabricated empty-box pitched retaining wall according to embodiment 1.
Fig. 8 is a schematic view showing the structure of a skirt of the fabricated empty box pitched retaining wall according to embodiment 1.
Fig. 9 is a schematic structural view of a first rubber buffer plate of the fabricated empty box pitched 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 cushion-10, a lug-11, a pin-12, a cone-13, a soil fixing inserted rod-14, a jack-15, a water inlet-16, a round hole-17, a clamping slide-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 pressure reducing ball-27, an anti-collision 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 an anti-corrosion plate 35.
Detailed Description
The technical solution of the present patent will be described in further detail with reference to the following embodiments.
Reference will now be made in detail to embodiments of the present patent, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present patent and are not to be construed as limiting the present patent.
In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the patent.
In the description of this patent, it is noted that unless otherwise specifically stated or limited, the terms "mounted," "connected," and "disposed" are to be construed broadly and can include, for example, fixedly connected, disposed, detachably connected, disposed, or integrally connected and disposed. The specific meaning of the above terms in this patent may be understood by those of ordinary skill in the art as appropriate.
Referring to fig. 1-9, an assembled empty box oblique retaining wall comprises an upper box 1, a middle box 2 and a lower box 3 arranged from top to bottom:
upper box 1: the two sides of the outer wall of the bottom of the upper layer box 1 are both provided with conical heads 13, the inner wall of one side of the upper layer box 1 is provided with a sliding groove 21, the inner wall of the sliding groove 21 is provided with a clamping sliding block 18, the clamping sliding block 18 and the sliding groove 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;
a middle layer box 2: both sides of the outer wall of the top of the middle layer box 2 are provided with grooves, the grooves are matched with the conical heads 13 at the bottom of the upper layer box 1, both sides of the outer wall of the bottom of the middle layer box 2 are also provided with the conical heads 13, the inner wall of one side of the middle layer box 2 is also provided with a sliding groove 21, the inner wall of the sliding groove 21 on the middle layer box 2 is also provided with a clamping sliding block 18, 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 for use;
lower case 3: the both sides of 3 top outer walls of lower floor's case still are equipped with the recess, recess and the 13 looks adaptations of vertebra on the middle level case 2 on the case 3 of lower floor, are equipped with drain pipe 5 on the inner wall of lower floor's case 3.
Further, the outer wall of one side of the upper layer box 1, the middle layer box 2 and the lower layer box 3 is set as a front blocking surface 9, the outer wall of the other side of the upper layer box 1, the middle layer box 2 and the lower layer box 3 is set as a rear blocking surface 8, the front blocking surface 9 is used for blocking a mountain, and the rear blocking surface 8 is used for supporting and fixing.
Furthermore, limiting holes 4 distributed equidistantly are formed in the outer wall of one side of each of the middle layer box 2 and the lower layer box 3, a round hole 17 is 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 wall of the limiting holes 4, and notches distributed equidistantly are formed in the outer wall of one side of each of the pins 12.
Further, all be equipped with the lug 11 that the equidistance distributes on the bottom outer wall of upper case 1 and middle level case 2, and the size of lug 11 and the size looks adaptation of breach, along with the driving-in of pin 12, the lug 11 is constantly beaten to the breach for whole device shake is favorable to the gangue compaction of filling.
Further, all be equipped with second reset spring 20 on the bottom inner wall of upper case 1 and middle level case 2, be equipped with jack 15 on the bottom outer wall of upper case 1 and middle level case 2, second reset spring 20 installs the exit at jack 15.
Furthermore, a movable base plate 10 is arranged on the outer wall of one side of the clamping slide block 18, a soil fixing inserted rod 14 is arranged on the outer wall of the bottom of the movable base plate 10, a second return spring 20 is sleeved on the outer wall of the soil fixing inserted rod 14, and the soil fixing inserted rod 14 is matched with the insertion hole 15.
Further, the outer wall of the bottom of the clamping sliding block 18 is provided with a first return spring 19, the bottom ends of the two first return 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 the coal gangue is not filled, the first return springs 19 can be matched with a second return spring 20 to support the movable base plate 10.
Furthermore, a water baffle 6 is arranged on the outer wall of one side, close to the bottom, of the front baffle surface 9, and the water baffle 6 is of an arc-shaped structure.
Furthermore, one end of the drain pipe 5 is provided with a water inlet 16, the inner wall of the water inlet 16 is movably connected with a filter plate 22, the outer wall of one side of the filter plate 22 is fixedly connected with a rotating rod 24, and one end of the rotating rod 24 is fixedly connected with a knob 26.
Furthermore, one end of the drain pipe 5 is provided with a scraping rod 23, the inner wall of the drain pipe 5 close to one end of the knob 26 is connected with an inner ring 25 through a bearing, 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.
Furthermore, the upper portion of the outer wall of one side of the rear baffle surface 8 is provided with pressure reducing balls 27 distributed equidistantly, the middle portion of the outer wall of one side of the rear baffle surface 8 is provided with anti-collision strips 28 distributed equidistantly, the pressure reducing balls 27 and the anti-collision strips 28 are made of high-elasticity materials, the outer wall of one side of the rear baffle surface 8 is provided with a baffle 29, the outer wall of one side of the baffle 29 is provided with filter holes 30 distributed equidistantly, the filter holes 30 are of a structure inclined upwards from outside to inside, the baffle 29 comprises a base plate 33, two sides of the outer wall of the base plate 33 are respectively provided with a first rubber buffer layer 32 and a second rubber buffer layer 34, the outer wall of one side of the first rubber buffer layer 32 is provided with a reinforcing plate 31, and the outer wall of one side of the second rubber buffer layer 34 is provided with an anti-corrosion plate 35.
The utility model provides an assembled empty case formula retaining wall that inclines that dives theory of operation is:
the integral device is assembled near a required topographic position, during installation, the conical head 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 inserted, then the conical head 13 at the bottom of the middle layer box 2 is used for installing the upper layer box 1 and the middle layer box 2 which are tightly connected inside the groove at the top of the lower layer box 3, the pin 12 is inserted into the limiting hole 4, so that the upper layer box 1, the middle layer box 2 and the lower layer box 3 are tightly connected, before installation, coal gangue filled in the boxes are sequentially driven into the boxes, the pin 12 is driven into the limiting hole, a gap on the outer wall of the pin 12 and a lug 11 at the bottoms of the upper layer box 1 and the middle layer box 2 are repeatedly hit, the filled coal gangue in the boxes are effectively shaken, the retaining wall with stable positions is simply and efficiently manufactured, when the retaining wall meets the weather of rainwater, the water is guided to a water inlet 16 of a drain pipe 5 by the water baffle 6, avoided water to wash empty ground soil and the integral erection unstability that causes after device bottom infiltration, when 5 drainage through the drain pipe, filter 22 can block earth impurity and get into, regular rotation knob 26, knob 26 drives filter 22 through bull stick 24 and rotates on scraping pole 23, the periodic cleaning of filter 22 has been realized, decompression ball 27 and anticollision strip 28 all adopt high elasticity material, when the foreign matter strikes the retaining wall, decompression ball 27 and anticollision strip 28's elasticity material can effectual reduction striking dynamics, reduce the injury to the retaining wall body.
Finally, the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, 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 or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all of them should be covered in the claims of the present invention.
Claims (10)
1. The utility model provides an assembled empty case formula retaining wall that inclines that bends which characterized in that, includes upper strata case (1), middle level case (2) and lower floor's case (3) that top-down set up:
upper tank (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), the inner wall of one side of the upper layer box (1) is provided with a sliding groove (21), the inner wall of the sliding groove (21) is provided with a clamping sliding block (18), the clamping sliding block (18) and the sliding groove (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 box (2): grooves are formed in two sides of the outer wall of the top of the middle box (2), the grooves are matched with the conical heads (13) at the bottom of the upper box (1), the conical heads (13) are also arranged on two sides of the outer wall of the bottom of the middle box (2), a sliding groove (21) is also formed in the inner wall of one side of the middle box (2), a clamping sliding block (18) is also arranged on the inner wall of the sliding groove (21) in the middle box (2), and the clamping sliding block (18) in the middle box (2) is matched with the sliding groove (21) in the middle box (2) for use;
lower tank (3): the two sides of the outer wall of the top of the lower layer box (3) are also provided with grooves, the grooves in the lower layer box (3) are matched with the cone heads (13) in the middle layer box (2), and the inner wall of the lower layer box (3) is provided with a drain pipe (5).
2. The assembled empty box pitched retaining wall of claim 1, wherein: the water-retaining structure is characterized in that the outer wall of one side of the upper layer box (1), the outer wall of the middle layer box (2) and the outer wall of one side of the lower layer box (3) are arranged to be a front retaining surface (9), the outer wall of the other side of the upper layer box (1), the outer wall of the other side of the middle layer box (2) and the outer wall of the other side of the lower layer box (3) are arranged to be a rear retaining surface (8), a water baffle (6) is arranged on the outer wall of one side, close to the bottom, of the front retaining surface (9), and the water baffle (6) is arranged to be an arc-shaped structure.
3. The assembled empty box pitched retaining wall of claim 1, wherein: all be equipped with spacing hole (4) that the equidistance distributes on the outer wall of one side of middle level case (2) and lower floor case (3), be equipped with round hole (17) on the outer wall of one side of vertebra head (13), it is corresponding with round hole (17) to prescribe a limit to hole (4), is equipped with pin (12) on the inner wall of prescribing a limit to hole (4), is equipped with the breach that the equidistance distributes on the outer wall of one side of pin (12).
4. A fabricated empty box tilt-down retaining wall as claimed in claim 3, wherein: the bottom outer walls of the upper layer box (1) and the middle layer box (2) are provided with lugs (11) distributed at equal intervals, and the size of the lugs (11) is matched with that of the notches.
5. The assembled empty box pitched retaining wall of claim 4, wherein: all be equipped with second reset spring (20) on the bottom inner wall of upper case (1) and middle level case (2), be equipped with jack (15) on the bottom outer wall of upper case (1) and middle level case (2), the exit at jack (15) is installed in second reset spring (20).
6. The assembled empty box pitched retaining wall of claim 5, wherein: be equipped with movable backing plate (10) on one side outer wall of joint slider (18), be equipped with on the bottom outer wall of movable backing plate (10) and gu native inserted bar (14), second reset spring (20) cup joint on the outer wall of gu native inserted bar (14), and gu native inserted bar (14) and jack (15) looks adaptation, be equipped with first reset spring (19) on the bottom outer wall of joint slider (18), the bottom of two first reset spring (19) is installed respectively on the bottom inner wall of upper case (1) and middle level case (2).
7. The assembled empty box pitched retaining wall of claim 1, wherein: the 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 drain pipe (5) is close to the inner wall of knob (26) one end, and inner ring (25) and filter (22) cooperation use.
8. The assembled empty box pitched retaining wall of claim 2, wherein: the anti-collision device is characterized in that pressure reducing balls (27) distributed equidistantly are arranged on the upper portion of the outer wall of one side of the rear blocking surface (8), anti-collision strips (28) distributed equidistantly are arranged in the middle of the outer wall of one side of the rear blocking surface (8), and the pressure reducing balls (27) and the anti-collision strips (28) are made of high-elasticity materials.
9. The assembled empty box pitched retaining wall of claim 8, wherein: the outer wall of one side of the rear baffle surface (8) is provided with a baffle (29), the outer wall of one side of the baffle (29) is provided with filter holes (30) distributed at equal intervals, and the filter holes (30) are of a structure inclined upwards from outside to inside.
10. The assembled empty box pitched retaining wall of claim 9, 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, one side outer wall of first rubber buffer layer (32) is provided with gusset plate (31), one side outer wall of second rubber buffer layer (34) is provided with corrosion protection plate (35).
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| CN202111359279.9A CN113931225B (en) | 2021-11-17 | 2021-11-17 | Assembled empty box is inclined retaining wall that dives |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202111359279.9A CN113931225B (en) | 2021-11-17 | 2021-11-17 | Assembled empty box is inclined retaining wall that dives |
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| CN113931225A true CN113931225A (en) | 2022-01-14 |
| CN113931225B CN113931225B (en) | 2024-05-28 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216199A (en) * | 2021-03-28 | 2021-08-06 | 范俊峰 | 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 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216199A (en) * | 2021-03-28 | 2021-08-06 | 范俊峰 | Pile beam vertical anchor supporting structure for foundation pit supporting |
| 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 |
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|---|---|
| CN113931225B (en) | 2024-05-28 |
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