CN111501665A - Debris flow resistant masonry structure built by waste tires - Google Patents
Debris flow resistant masonry structure built by waste tires Download PDFInfo
- Publication number
- CN111501665A CN111501665A CN202010306048.0A CN202010306048A CN111501665A CN 111501665 A CN111501665 A CN 111501665A CN 202010306048 A CN202010306048 A CN 202010306048A CN 111501665 A CN111501665 A CN 111501665A
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- waste tires
- wall
- masonry
- debris flow
- plank
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/08—Details, e.g. gates, screens
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Retaining Walls (AREA)
Abstract
The utility model provides an anti mud-rock flow masonry structure that abandonment tire was built, includes the brickwork outer wall, the right side of brickwork outer wall is equipped with a several plank, and the lower extreme of plank buries respectively in soil, and the right side of plank covers one side iron sheet respectively, and the left side of plank is equipped with a vertical row several abandonment tire respectively, abandonment tire respectively with the plank fixed connection that corresponds, the left side of abandonment tire respectively with the right side contact cooperation of brickwork outer wall. The simple raft has a simple structure and an ingenious design, the impact force of debris flow on the outer wall of the masonry is relieved by the aid of the waste tires, so that the impact strength of the masonry is increased, the compressed waste tires rebound by the aid of the impact force of the debris flow on the waste tires, the waste tires keep good buffering capacity, meanwhile, the waste tires and the wood boards can be used for forming the simple raft, a user can climb onto the simple raft to refuge, escape is carried out by the aid of the waste tires, actual requirements can be met, and the simple raft is suitable for popularization.
Description
Technical Field
The invention belongs to the field of masonry structures resistant to debris flow impact, and particularly relates to a debris flow resistant masonry structure built by waste tires.
Background
In the field of disaster prevention, debris flow is a natural disaster which cannot be ignored, and in recent years, the debris flow frequently occurs in mountainous areas of China, so that the life and property safety of residents in the mountainous areas is seriously threatened; the intensity that improves the brickwork is one of the important means that is less than the mud-rock flow, a large amount of discarded tires bring a great deal of harm for the environment simultaneously, the intensity that utilizes discarded tire to improve the brickwork can enough solve the environmental problem, can reduce the harm that the mud-rock flow caused again, among the anti mud-rock flow masonry structure of present discarded tire, after discarded tire is extrudeed by the boulder, though can cushion the impact force of stone to the brickwork, but because the stone is heavier, the resilience force that utilizes discarded tire can't put aside the stone, and the ability that compressed discarded tire buffering mud-rock flow was strikeed obviously descends, when follow-up stone impacted discarded tire, directly will strike and pass to the brickwork, can. Therefore, the invention discloses a debris flow resistant masonry structure constructed by waste tires.
Disclosure of Invention
The invention provides a debris flow resistant masonry structure built by waste tires, which is used for overcoming the defects in the prior art.
The invention is realized by the following technical scheme:
a debris flow resistant masonry structure built by waste tires comprises a masonry outer wall, wherein a row of a plurality of wood boards are arranged on the right side of the masonry outer wall, the lower ends of the wood boards are respectively embedded in soil, one side of iron sheet covers the right side of each wood board, a vertical row of a plurality of waste tires are respectively arranged on the left side of each wood board and are respectively fixedly connected with the corresponding wood boards, the left sides of the waste tires are respectively in contact fit with the right side of the masonry outer wall, the left sides of two adjacent front and back waste tires are respectively provided with the same inverted C-shaped rod, the two ends of the right side of each inverted C-shaped rod are respectively positioned in the corresponding two waste tires, the right end of each inverted C-shaped rod can be respectively in contact fit with the left side of the corresponding wood board, the right side of the masonry outer wall is respectively provided with a reserved groove corresponding to each inverted C-shaped rod, the inverted C-shaped rods, the left sides of the elastic pieces are respectively fixedly connected with the left sides of the corresponding reserved grooves.
As for the debris flow resistant masonry structure built by the waste tires, the right side of the wood board is provided with the cement platform, the lower part of the cement platform is deeply buried underground, the left side of the cement platform is in contact fit with the right side of the iron sheet, and the right side of the cement platform is an inwards concave arc-shaped curved surface.
The debris flow resistant masonry structure built by the waste tires is characterized in that the wood boards are anti-corrosion wood boards manufactured by common wood board brush anti-corrosion paint.
According to the debris flow resistant masonry structure built by the waste tires, the inner cavities and the inner rings of the waste tires are respectively filled with the wheat straws which are not crushed, and the crushed wheat straws are filled between the adjacent waste tires.
As above an anti mud-rock flow masonry structure that abandonment tire built, the front side of brickwork outer wall be equipped with the escape canal of seting up along the slope, the inner wall of escape canal is by concrete placement, the several slot is seted up to the bottom of escape canal, the activity is equipped with the slabstone respectively in the slot, the top of slabstone is equipped with the crossbeam respectively, both ends rotate with the lateral wall that the escape canal corresponds respectively around the crossbeam and are connected, the baffle that the middle part of crossbeam periphery fixed mounting several circumference distributes respectively, the one end of both ends difference fixed connection stay cord around the crossbeam bottom side, the other end of stay cord respectively with the slabstone's that corresponds top side fixed connection, the lateral wall corresponds the slabstone respectively and fixedly is equipped with the dog around the escape canal, the bottom side of dog can.
According to the debris flow resistant masonry structure built by the waste tires, the base of the drainage ditch is internally provided with the hidden channel, and the lower ends of the slots are respectively communicated with the top side of the hidden channel.
The invention has the advantages that: the simple raft has a simple structure and an ingenious design, the impact force of debris flow on the outer wall of the masonry is relieved by the aid of the waste tires, so that the impact strength of the masonry is increased, the compressed waste tires rebound by the aid of the impact force of the debris flow on the waste tires, the waste tires keep good buffering capacity, meanwhile, the waste tires and the wood boards can be used for forming the simple raft, a user can climb onto the simple raft to refuge, escape is carried out by the aid of the waste tires, actual requirements can be met, and the simple raft is suitable for popularization. When the hydraulic buffer is used, when debris flow impacts the right side of the iron sheet, the debris flow forms leftward impact force on the board, the waste tire positioned between the board and the outer wall of the masonry is squeezed and compressed, so that the impact force of the debris flow on the outer wall of the masonry is buffered, meanwhile, the board generates leftward thrust on the elastic part through the inverted C-shaped rod, the elastic part is compressed, and due to the fluidity of the debris flow, the board can rebound to the right under the action of the elastic thrust of the elastic part and the waste tire; when a large stone impacts an opposite wood board, the waste tire corresponding to the wood board is compressed, meanwhile, the wood board generates leftward thrust on one end of the corresponding inverted C-shaped rod, the inverted C-shaped rod rotates along a hinge shaft between the elastic part and the hinge shaft, and the other end of the inverted C-shaped rod is in contact fit with the left side of the adjacent wood board; when the plank of adjacent side is strikeed by the boulder equally, can make down C type pole along and the elastic component between the articulated shaft antiport to the one end that makes down C type pole pushes out the plank that corresponds, makes the abandonment tire resume elastic deformation, and the abandonment tire of being convenient for bears subsequent boulder and assaults.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic structural view of the present invention; FIG. 2 is a cross-sectional view taken along line A-A of FIG. 1; fig. 3 is an enlarged view of part i of fig. 1.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
A debris flow resistant masonry structure built by waste tires comprises a masonry outer wall 1, wherein a row of a plurality of wood boards 2 are arranged on the right side of the masonry outer wall 1, the lower ends of the wood boards 2 are respectively buried in soil, one side of an iron sheet 3 is respectively covered on the right side of each wood board 2, a vertical row of a plurality of waste tires 4 are respectively arranged on the left side of each wood board 2, the waste tires 4 are respectively fixedly connected with the corresponding wood boards 2, the left sides of the waste tires 4 are respectively in contact fit with the right side of the masonry outer wall 1, the left sides of two front and rear adjacent waste tires 4 are respectively provided with the same inverted C-shaped rod 5, the two ends of the right side of each inverted C-shaped rod 5 are respectively positioned in the corresponding two waste tires 4, the right ends of the inverted C-shaped rods 5 can respectively be in contact fit with the left sides of the corresponding wood boards 2, the right sides of the masonry outer wall 1 are respectively provided with reserved grooves 6, the middle of the left side of the inverted-C-shaped rod 5 is hinged with the right side of an elastic piece 7 (the elastic piece 7 is a rubber pad), and the left side of the elastic piece 7 is fixedly connected with the left side of the corresponding reserved groove 6. The simple raft has a simple structure and an ingenious design, the impact force of debris flow on the outer wall of the masonry is relieved by the aid of the waste tires, so that the impact strength of the masonry is increased, the compressed waste tires rebound by the aid of the impact force of the debris flow on the waste tires, the waste tires keep good buffering capacity, meanwhile, the waste tires and the wood boards can be used for forming the simple raft, a user can climb onto the simple raft to refuge, escape is carried out by the aid of the waste tires, actual requirements can be met, and the simple raft is suitable for popularization. When the device is used, when the debris flow impacts the right side of the iron sheet 3, the debris flow forms leftward impact force on the wood board 2, the waste tire positioned between the wood board 2 and the masonry outer wall 1 is squeezed and compressed, so that the impact force of the debris flow on the masonry outer wall 1 is buffered, meanwhile, the wood board 2 generates leftward thrust on the elastic part 7 through the inverted C-shaped rod 5, the elastic part 7 is compressed, and due to the fluidility of the debris flow, the wood board 2 can move rightwards to rebound under the action of the elastic thrust of the elastic part 7 and the waste tire 4; when a large stone impacts an opposite wood board 2, the waste tire 4 corresponding to the wood board 2 is compressed, meanwhile, the wood board 2 generates leftward thrust on one end of the corresponding inverted C-shaped rod 5, so that the inverted C-shaped rods 5 respectively rotate along the hinge shafts between the elastic members 7, and the other ends of the inverted C-shaped rods 5 are in contact fit with the left side of the adjacent wood board 2; when the plank 2 of adjacent side is strikeed by the large stone equally, can make C type pole 5 along with the elastic component 7 between the articulated shaft antiport to make C type pole 5's one end push out corresponding plank 2, make discarded tire 4 resume elastic deformation, be convenient for discarded tire 4 bear subsequent large stone and assault.
Specifically, as shown in the figure, the right side of plank 2 described in this embodiment is equipped with cement platform 8, and the lower part of cement platform 8 buries underground deeply, and the left side of cement platform 8 and the right side contact cooperation of iron sheet 3, the right side of cement platform 8 is the arc curved surface of indent. Cement platform 8 can produce the holding power left to plank 2, avoid plank 2 to empty right, the frequency that the while small-scale mud-rock flow produced is higher, the frequency that plank 2 lower parts bore and is strikeed is higher, slow down the impact of mud-rock flow to plank 2 through cement platform 8, prolong the life of plank 2, when mud-rock flow strikes the right side of cement platform 8 simultaneously, mud-rock flow returns the right side after climbing along the arc curved surface impact on cement platform 8 right side, can produce reverse resistance to follow-up mud-rock flow, slow down the mud-rock flow velocity of flow, further form the protection to plank 2.
Specifically, as shown in the figure, the wood board 2 according to the embodiment is an anticorrosive wood board manufactured by using an anticorrosive paint of a common wood board brush. The production and manufacturing cost is low, thereby being convenient for mass use and popularization of the wood boards 2.
Further, as shown in the figure, the inner cavity and the inner ring of the waste tire 4 in the embodiment are respectively filled with the wheat straw which is not crushed, and the crushed wheat straw is filled between the adjacent waste tires 4. The wheat straw can increase the heat preservation effect, and the possibility that the wheat straw dropped from abandonment tire 4 can be slowed down by the not broken wheat straw of the intussuseption of 4 inner chambers of abandonment tire and inner circle simultaneously to increase abandonment tire 4's buoyancy, because wheat straw resources are abundant, thereby the utilization of wheat straw reaches the purpose of practicing thrift the environmental protection.
Furthermore, as shown in the figure, the front side of the masonry exterior wall 1 according to this embodiment is provided with a drainage ditch 50 formed along a slope, the inner wall of the drainage ditch 50 is poured by concrete, the bottom of the drainage ditch 50 is provided with a plurality of slots 51, stone slabs 52 are movably arranged in the slots 51 respectively, a cross beam 53 is arranged above the stone slabs 52 respectively, the front end and the rear end of the cross beam 53 are rotatably connected with the side wall corresponding to the drainage ditch 50 respectively, the middle part of the periphery of the cross beam 53 is fixedly provided with a plurality of baffles 54 distributed circumferentially respectively, the front end and the rear end of the bottom side of the cross beam 53 are fixedly connected with one end of a stay cord 55 respectively, the other end of the stay cord 55 is fixedly connected with the top side of the corresponding stone slab 52 respectively, the front side wall and the rear side of the drainage ditch 50. The flow of the debris flowing down the slope can enter the drainage ditch 50, when a smaller amount of debris flows through the drainage ditch 50, the flow of the debris can flow leftwards along the bottom of the drainage ditch 50, at the moment, the flow of the debris does not contact the baffle 54, the flow of the debris increases along with the increase of the flow of the debris, or when a large amount of debris flows suddenly enter the drainage ditch 50, the flow of the debris flows along the drainage ditch 50 and generates leftward thrust on the baffle 54 below the cross beam 53, the baffle 54 generates resistance with the flow of the debris to slow down the flow speed of the debris, meanwhile, the baffle 54 drives the cross beam 53 to rotate, the pull rope 55 is wound on the cross beam 53, the pull rope 55 pulls the stone slab 52 upwards, the upper end of the stone slab 52 extends into the drainage ditch 50, the stone slab 52 further generates resistance to the flow of the debris to further slow down the flow rate of the debris flow, and can retain a part of the silt in the flow at the same time to slow down the pressure, and the bottom sides of the blocks, slate 52 cannot move upward; when the debris flow flows over the baffles 54 above the cross beam 53, the resistance born by the baffles 54 on the upper side and the lower side of the cross beam is almost the same, at the moment, under the action of the gravity of the stone slab 52, the stone slab 52 moves downwards and enters the slot 51 again, the drainage ditch 50 recovers to be normal, the debris flow discharge capacity is increased, the drainage ditch 50 is prevented from being destroyed, the debris flow is blocked layer by layer through the process, more time is provided for downflow escape, and meanwhile, escape of residents in the brickwork outer wall 1 is facilitated; when the debris flows through, the slates 52 fall into the slots 51 under the force of gravity, which keeps the bottom surface of the drain 50 flat and facilitates the removal of accumulated debris at the bottom of the drain 50.
Further, as shown in the drawings, the base of the drainage ditch 50 according to the present embodiment is provided with a hidden channel 60, and the lower ends of the slots 51 are respectively communicated with the top side of the hidden channel 60. The sand-washing broken stones can enter the hidden way 60 after entering the slot 51 and are discharged, so that the situation that the stone slabs 52 cannot normally reset and enter the slot 51 due to accumulation of a large amount of sand-washing broken stones in the slot 51 is avoided.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (6)
1. The utility model provides an anti mud-rock flow masonry structure that abandonment tire was built which characterized in that: comprises a masonry outer wall (1), the right side of the masonry outer wall (1) is provided with a row of a plurality of wood boards (2), the lower ends of the wood boards (2) are respectively embedded in soil, the right sides of the wood boards (2) are respectively covered with a side iron sheet (3), the left sides of the wood boards (2) are respectively provided with a vertical row of a plurality of waste tires (4), the waste tires (4) are respectively and fixedly connected with the corresponding wood boards (2), the left sides of the waste tires (4) are respectively in contact fit with the right side of the masonry outer wall (1), the left sides of two front and rear adjacent waste tires (4) are respectively provided with a same inverted C-shaped rod (5), the two ends of the right side of the inverted C-shaped rod (5) are respectively positioned in the corresponding two waste tires (4), the right end of the inverted C-shaped rod (5) can be respectively in contact fit with the left sides of the corresponding wood boards (2), the right side of the masonry outer wall, the inverted-C-shaped rod (5) can swing in the corresponding reserved groove (6) respectively, the middle of the left side of the inverted-C-shaped rod (5) is hinged to the right side of the elastic part (7) respectively, and the left side of the elastic part (7) is fixedly connected with the left side of the corresponding reserved groove (6) respectively.
2. The debris flow resistant masonry structure built by waste tires according to claim 1, wherein: the right side of plank (2) be equipped with cement platform (8), the lower part of cement platform (8) buries the underground deeply, the left side of cement platform (8) and the right side contact cooperation of iron sheet (3), the right side of cement platform (8) is the arc curved surface of indent.
3. The debris flow resistant masonry structure built by waste tires according to claim 1, wherein: the wood board (2) is an anticorrosive wood board manufactured by common wood board brush anticorrosive paint.
4. The debris flow resistant masonry structure built by waste tires according to claim 1, wherein: the inner cavity and the inner ring of the waste tires (4) are respectively filled with the wheat straws which are not crushed, and the crushed wheat straws are filled between the adjacent waste tires (4).
5. The debris flow resistant masonry structure built by waste tires according to claim 1, wherein: the front side of brickwork outer wall (1) be equipped with along escape canal (50) that the slope was seted up, the inner wall of escape canal (50) is by concrete placement, several slot (51) are seted up to the bottom of escape canal (50), activity is equipped with slabstone (52) in slot (51) respectively, the top of slabstone (52) is equipped with crossbeam (53) respectively, both ends rotate with the lateral wall that escape canal (50) correspond respectively around crossbeam (53), baffle (54) that fixed mounting several circumference distributes respectively in the middle part of crossbeam (53) periphery, both ends are the one end of fixed connection stay cord (55) respectively around crossbeam (53) bottom side, the other end of stay cord (55) respectively with the top side fixed connection of slabstone (52) that corresponds, lateral wall corresponds dog (52) and is fixed respectively to be equipped with dog (56) around escape canal (50), the bottom side of dog (56) can be respectively with the top side contact cooperation of corresponding slabstone (52).
6. The debris flow resistant masonry structure built by waste tires according to claim 5, wherein: a hidden channel (60) is formed in the base of the drainage ditch (50), and the lower ends of the slots (51) are respectively communicated with the top side of the hidden channel (60).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010306048.0A CN111501665A (en) | 2020-04-17 | 2020-04-17 | Debris flow resistant masonry structure built by waste tires |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010306048.0A CN111501665A (en) | 2020-04-17 | 2020-04-17 | Debris flow resistant masonry structure built by waste tires |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111501665A true CN111501665A (en) | 2020-08-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010306048.0A Withdrawn CN111501665A (en) | 2020-04-17 | 2020-04-17 | Debris flow resistant masonry structure built by waste tires |
Country Status (1)
| Country | Link |
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| CN (1) | CN111501665A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359780A (en) * | 2020-11-16 | 2021-02-12 | 江苏科技大学 | Assembled tire sheet pile wall and construction method thereof |
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Application publication date: 20200807 |