CN106638478B - A kind of construction method for gushing out mouth using the quick containment pipe of waste tire - Google Patents
A kind of construction method for gushing out mouth using the quick containment pipe of waste tire Download PDFInfo
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- CN106638478B CN106638478B CN201710073570.7A CN201710073570A CN106638478B CN 106638478 B CN106638478 B CN 106638478B CN 201710073570 A CN201710073570 A CN 201710073570A CN 106638478 B CN106638478 B CN 106638478B
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- circle
- waste tire
- guide pile
- outer layer
- internal layer
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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
- E02B3/16—Sealings or joints
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Processing Of Solid Wastes (AREA)
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Abstract
The invention discloses a kind of construction methods for gushing out mouth using the quick containment pipe of waste tire, include the following steps：Scheme is contained in design piping outlet, and the internal layer of design piping mouth contains circle and outer layer contains the radius of circle and mutual overlapping mode, and selects the package size and quantity of corresponding guide pile and connecting plate；Guide pile is squeezed into, guide pile is made to be inserted into the higher soil layer of intensity；Overlap joint contains circle, ultimately forms waste tire clump weight and connecting plate is alternately distributed, respectively to contain circle internal and contain the height of circle by connecting plate connection and internal layer between each other and be more than outer layer and contain the containment structure for enclosing height；It is laid with colour bar cloth, makes water that can not be flowed out in the overlap joint gap by each waste tire clump weight.Method is contained in piping of the present invention, and construction is simple is convenient, and speed of application is fast, and quantities is small, and the internal circle of containing of setting contains circle with outside, makes water level that staged drop be presented, adapts to the flood-fighting needs under complex situations.
Description
Technical field：
The present invention relates to dykes and dams emergency flood fighting reinforcement techniques more particularly to a kind of utilization quick containment pipe of waste tire to gush out
The construction method of mouth.
Background technology：
Piping is rivers embankment in one of flood season common dangerous situation.Piping refers under seepage flow force effect, in cohesiveless soil
The hole that fine particle is made up of big particle is taken out of there is a phenomenon where movement or by flow.When piping occurs, a large amount of water bursts
Founding makes dyke, sluice foundation soil skeleton destroy, and duct expands, and base soil is washed in a pan sky, and building is caused to collapse, cause to breach a dyke,
It breaks down, the accidents such as back brake.
There are many ways to piping is rescued and protected, wherein more common is built with earth bag at well is enclosed around piping, the borehole wall must not
Leak forms a cistern, and well (pond) interior water level is raised in water storage, poor to reduce piping water levels of upstream and downstream, prevents dangerous situation development.
Such as on July 4th, 2016, it is located at Wuhan City and occurs at 6 in the long lake of falling mouth along the river of main road green hill district government rear side near a river
Piping, using setting, inverted filter is filtered, cofferdam is speedily carried out rescue work, and is successively mobilized people more than 600 to participate in speedily carrying out rescue work, is built up in piping exit
One of diameter is about 15 meters of embankment.Sand pocket substantial amounts used in the punishment of the piping, participant is numerous, and quantities is great.
In face of the emergent punishment of piping, it would be highly desirable to seek that a kind of quantities is smaller, required manpower is less, the higher method of speedily carrying out rescue work of efficiency.
On the other hand, the waste tire that China generates every year is at the forefront in the world, and China's waste tire yield in 2013 is
Through reaching 2.99 hundred million, weight reached 10,800,000 tons, and increased with every year about 8% ~ 10% speed.To the year two thousand twenty, China is waste and old
Tire annual output will be up to 20,000,000 tons.How safe and environment-friendly processing waste tire growing day by day, be urgently to be resolved hurrily ask
Topic.
If waste tire can be contained for the quick of piping outlet, the engineering that piping is contained on the one hand can be reduced
Amount improves efficiency of speedily carrying out rescue work, and on the other hand also provides new way for the recycling of waste tire, it is clear that meet the hair of resource reutilization
Exhibition demand.
As it can be seen that it is necessary to inquire into the construction method for gushing out mouth using the quick containment pipe of waste tire, promote the prior art
Innovation and progress.
Invention content：
In order to make up the deficiency of prior art problem, quickly contained using waste tire the object of the present invention is to provide a kind of
The construction method of piping outlet, it is easy to operate, easy for construction, quantities is small, it speedily carries out rescue work to provide for piping and a kind of reliably enclose
Plugging technique.
Technical scheme is as follows：
Gush out the construction method of mouth using the quick containment pipe of waste tire, which is characterized in that include the following steps：
1）, design piping outlet contain scheme：
According to the water yield of piping mouth, water levels of upstream and downstream poor, diameter, engineering geological condition of waste tire clump weight etc. because
The internal layer of element, design piping mouth contains circle and outer layer contains the radius of circle and mutual overlapping mode, and select corresponding guide pile and
The package size and quantity of connecting plate；
2）, manufacture waste tire clump weight：
For use according to design requirement manufacture waste tire clump weight, waste tire clump weight uses waste tire interior grooves
Distributing bar is bound in space and casting concrete is constituted, and is equipped with and the matched preformed hole of guide pile outer wall at center；
3）, squeeze into guide pile：
Contain circle according to internal layer and outer layer contain the design radial of circle, equably squeeze into internal layer contain the guide pile of circle with it is outer
Layer contains the guide pile of circle, and guide pile is made to be inserted into the higher soil layer of intensity, and is in vertical state；
4）, overlap joint contain circle：
According to design, it is synchronous the guide pile that internal layer contains the guide pile of circle and outer layer contains circle laminate be inserted in it is multiple waste and old
Tire weight block, and select suitable position between internal layer contains the adjacent positioned stake of circle, outer layer contains the adjacent positioned stake of circle
Between, internal layer and outer layer be inserted in connecting plate between containing the adjacent positioned stake of circle；Finally constitute waste tire clump weight and connection
Plate is alternately distributed, it is internal respectively to contain circle and contains the height of circle by connecting plate connection and internal layer between each other encloses more than outer layer
The containment structure of stifled circle height；
5）, be laid with colour bar cloth：
Circle is contained in internal layer and outer layer contains the inside of circle, is laid with colour bar cloth and is formed sealing ring, makes water that can not pass through
It is flowed out in the overlap joint gap of each waste tire clump weight；It can be thrown into the bottom that sand pocket pushes down colour bar cloth when necessary, or be laid with more
Layer colour bar cloth；Confirm that internal layer contains circle and outer layer contains the anhydrous leakage of wall of circle, water can only be contained by internal layer circle and
When outer layer contains the top outflow of circle and contains the overall stability of circle and meet the requirements, construction terminates.
The construction method for gushing out mouth using the quick containment pipe of waste tire, which is characterized in that described is waste and old
Tire weight block reserves bore dia and is more than guide pile diameter.
The construction method for gushing out mouth using the quick containment pipe of waste tire, which is characterized in that the connecting plate
Sets of holes are arranged in both ends, and set hole width is slightly larger than the diameter of guide pile, and set hole length is more than 3 times of guide pile diameter.
The construction method for gushing out mouth using the quick containment pipe of waste tire, which is characterized in that the internal layer encloses
Stifled circle height is 1.5 ~ 2.5 times that outer layer contains circle height.
The construction method for gushing out mouth using the quick containment pipe of waste tire, which is characterized in that the outer layer encloses
The radius of stifled circle is 2 ~ 3 times that internal layer contains circle radius.
The beneficial effects of the invention are as follows：
1, the present invention makes clump weight using waste tire, and one side waste tire, which is outer framework, can save template, another
Armored concrete in its inside groove of aspect waste tire can effectively protect only matches a small amount of distributing bar in concrete, whole
It is cheap, it is prefabricated in advance spare, it is easy to use, and can recycle, economical and practicability.
2, the present invention is alternately inserted in guide pile by waste tire clump weight and connecting plate and forms containment structure, construction is simple
Convenient, speed of application is fast, and quantities is small, meets the urgent demand of flood-fighting.Guide pile squeezes into shape in the higher soil layer of intensity
At the skeleton for containing circle, integral strength is high, and stability meets requirement of engineering.
3, present invention setting internal layer contains circle and outer layer contains circle, and interconnection overall stiffness is big, and circle is contained to raising
Overall stability is advantageous, and water level is made to be presented staged drop, and internal layer, which contains circle and contains the inside and outside water-head of circle with outer layer, to be located
In in zone of reasonableness, adapting to the flood-fighting needs under complex situations.
Description of the drawings：
The waste tire counterweight block structure schematic diagram of Fig. 1 present invention.
The connecting board structure schematic diagram of Fig. 2 present invention.
The waste tire containment pipe of Fig. 3 present invention gushes out a mouthful vertical view.
The waste tire containment pipe of Fig. 4 present invention gushes out a mouthful front view.
The waste tire containment pipe of Fig. 5 present invention gushes out the schematic three dimensional views of mouth.
The connecting plate of Fig. 6 present invention overlaps schematic diagram with guide pile.
Reference sign：1, waste tire；2, armored concrete；3, preformed hole；4, connecting plate；5, sets of holes；6, dykes and dams；
7, piping channel；8, guide pile；A, upstream water level；B, the level of tail water；C, outer ring water level；D, inner ring water level.
Specific implementation mode：
Referring to attached drawing：
Gush out the construction method of mouth using the quick containment pipe of waste tire, specific implementation step is described in detail as follows：
1）, design piping outlet contain scheme：
According to the water yield of piping mouth, water levels of upstream and downstream poor, diameter, engineering geological condition of waste tire clump weight etc. because
The internal layer of element, design piping mouth contains circle and outer layer contains the radius of circle and mutual overlapping mode, and select corresponding guide pile 8 and
The package size and quantity of connecting plate 4.
Internal layer contain circle refers to relatively close from piping mouth, be inserted in guide pile by waste tire clump weight and stack the height formed compared with
Big round sealed body gives a kind of internal layer formed by 4 row waste tire clump weights in Fig. 5 and contains circle.Outer layer contains circle
Refer to being inserted in guide pile farther out, by waste tire clump weight from piping mouth to stack the relatively small round sealed of the height formed
Body gives a kind of outer layer formed by 13 row waste tire clump weights in Fig. 5 and contains circle.
The height that internal layer contains circle guide pile 8 used is twice or so that outer layer contains circle 8 height of guide pile used.Internal layer
4 parameter of used connecting plate is identical between containing the guide pile 8 for containing circle between the guide pile 8 of circle with outer layer, but internal layer encloses
Stifled circle and outer layer contain the length bigger of connecting plate 4 between circle.Story should first lay in the serial guide piles 8 of different parameters and connect
Plate 4 could meet emergent requisition when flood-fighting for selecting.
2）, manufacture waste tire clump weight：
For use according to design requirement manufacture waste tire clump weight, waste tire clump weight uses waste tire interior grooves
Distributing bar is bound in space and casting concrete is constituted, and is equipped with and the matched preformed hole of guide pile outer wall at center；
3）, squeeze into guide pile：
Contain circle according to internal layer and outer layer contain the design radial of circle, equably squeeze into internal layer contain the guide pile 8 of circle with
Outer layer contains the guide pile 8 of circle, and guide pile 8 is made to be inserted into the higher soil layer of intensity, and is in vertical state.
During practice of construction, it is also normal that, which there is certain error in the position of guide pile 8,.Due to the set at 4 both ends of connecting plate
Hole 5 is in strip, and the width of sets of holes 5 is slightly larger than the diameter of guide pile 8, the length of sets of holes 5 be more than the three times of 8 diameter of guide pile with
On, it can adapt to the offset of guide pile 8 in a certain range.If but the position offset of guide pile 8 is too big, leads to connecting plate 4
When can not be inserted in two adjacent guide piles 8, guide pile 8 need to be set again.Therefore ensure construction essence in work progress as far as possible
Degree.
Usually, it first sets the guide pile 8 that internal layer contains circle, and utilizes the position of each guide pile of 4 preliminary test of connecting plate 8
After meeting the requirements, then the guide pile 8 that outer layer contains circle is set in the same way.After construction, each guide pile 8 should be at vertical
State.Guide pile 8 should squeeze into the hard stratum of certain depth, and guide pile 8 should be able to keep perpendicular substantially in the disturbance of subsequent construction
Straight state.
4）, overlap joint contain circle：
It is synchronous to be inserted in waste tire in the guide pile 8 that internal layer contains the guide pile 8 of circle and outer layer contains circle and match according to design
Pouring weight, and select suitable position between internal layer contains the adjacent positioned stake 8 of circle, outer layer is contained between the adjacent positioned stake 8 of circle,
Internal and outer layer is inserted in connecting plate 4 between containing the adjacent positioned stake 8 of circle.It ultimately forms waste tire clump weight and connecting plate is handed over
For distribution, the height respectively contained circle inside and contain circle by connecting plate connection and internal layer between each other circle is contained more than outer layer
The containment structure of height.
Waste tire clump weight is that simultaneously casting concrete is formed binding distributing bar in 1 interior grooves space of waste tire,
And preformed hole 3 is set at symmetry axis.The waste tire of same model should be selected to make clump weight, appearance and size is identical, has
Conducive to mutually piling up.
In construction, guide pile 8 is entangled based on the preformed hole 3 on waste tire clump weight, makes waste tire clump weight certainly
Recast sinks and mutually piles up.The diameter of preformed hole 3 is more than the diameter of guide pile 8, therefore waste tire clump weight can facilitate
Entangle guide pile 8.By taking common car tyre model 195/60R15 as an example, cavity volume is about 0.055 m3, inside groove pours
Overall weight is about 130kg after building armored concrete.2 ~ 4 people can lift the waste tire clump weight of the weight and be inserted in guide pile
In 8.In construction should collision of the waste tire clump weight less as far as possible to guide pile 8, to safeguard whole stability and peace
Quan Xing.
Fig. 6 gives the overlap joint schematic diagram that internal layer contains circle and outer layer contains guide pile 8 and connecting plate 4 between circle.It can
See between internal layer contains each guide pile 8 of circle, outer layer has multiple tracks connecting plate 4 to be connected between containing each guide pile 8 of circle, and interior
Layer, which contains circle, and outer layer is contained between circle guide pile 8 also that multiple tracks connecting plate 4 is connected, and overall stability is higher, adapts to complexity
In the case of piping mouth contain needs.The height that general internal layer contains circle is twice or so that outer layer contains circle height, and outer layer encloses
The radius of stifled circle is two to three times that internal layer contains circle radius.
5）, be laid with colour bar cloth：
Circle is contained in internal layer and outer layer contains the inside of circle, is laid with colour bar cloth and is formed sealing ring, makes water that can not pass through
It is flowed out in the lap gap of each waste tire clump weight；It can be thrown into the bottom that sand pocket pushes down colour bar cloth when necessary, or be laid with
Multilayer flashing colour bar cloth.Confirm that internal layer contains circle and outer layer contains the anhydrous leakage of wall of circle；Water can only contain circle by internal layer
And outer layer, when containing the top outflow of circle and containing the overall stability of circle and meet the requirements, construction terminates.
The effect for containing piping mouth is to improve the water level of piping mouth, and then reduction water levels of upstream and downstream is poor, reduces piping channel
Interior sluicing effect, improves the safety of dykes and dams.If water is from being stacked with laterally and longitudinally connecing for waste tire clump weight
It is flowed out in seam, is then difficult to improve the water level of piping mouth, therefore colour bar cloth need to be laid with, water is prevented to contain circle from internal layer and outer layer encloses
It is flowed out in the lap gap of stifled circle.
Can internal layer easier be contained the inner seal of circle with colour bar cloth, blocked, make water that can only be enclosed by internal layer
The top cross flow discharge of stifled circle.And internal layer contains circle and contains circle provided with some connecting plates 4 with outer layer, as shown in figure 5, these connect
Fishplate bar 4 is so that colour bar cloth is difficult to completely be covered with the inside that outer layer contains circle.Can be used in construction small-sized sand pocket or other
Ancillary measure is contained outer layer and is blocked on the inside of circle, reduces the water that outer layer is contained in circle and is flowed out from lap gap.
Fig. 4 gives the desired level of water distribution map that ectonexine contains circle.Internal layer contain circle water-head be inner ring water level D with
The distance between outer ring water level C, the water-head that outer layer contains circle are the distance between outer ring water level C and level of tail water B, piping mouth
Its water level is set to improve the distance between inner ring water level D and level of tail water B after containing.
The internal circle of containing of setting contains circle with outside, makes water level that staged drop be presented, and the whole steady of circle is contained to raising
It is qualitative advantageous, the water-head of piping mouth upstream and downstream can be effectively reduced, the flood-fighting needs under complex situations are adapted to.
Flood-fighting has a urgency, therefore guide pile 8 involved in method, connecting plate 4, waste and old is contained in above-mentioned carried piping
Tire weight block, colour bar cloth, pile driving equipment and other auxiliary tools, should lay in advance, can be fast during flood
Speed is transported to the scene of speedily carrying out rescue work, and meets the emergency requirement speedily carried out rescue work.
After flood, what above-mentioned institute's extracting method was built, which contains circle, to remove.According to opposite suitable with when building
Sequence, moves away from waste tire clump weight and connecting plate 4 one by one, finally extracts all guide piles 8, that is, realizes whole dismounting.It removes
Each accessory afterwards can reuse in subsequent flood.
The present invention is not limited to above-mentioned specific implementation mode, according to the above, according to the ordinary technical knowledge of this field
And customary means, under the premise of not departing from above-mentioned basic fundamental thought of the invention, the present invention can also make other diversified forms
Equivalent modifications, replacement or change, be within the scope of the present invention.
Claims (5)
1. a kind of construction method for gushing out mouth using the quick containment pipe of waste tire, which is characterized in that include the following steps：
1）, design piping outlet contain scheme：
According to the water yield of piping mouth, water levels of upstream and downstream is poor, diameter and engineering geological condition of waste tire clump weight, design pipe
The internal layer for gushing mouth contains circle and outer layer contains the radius of circle and mutual overlapping mode, and selects matching for corresponding guide pile and connecting plate
Cover size and quantity；
2）, manufacture waste tire clump weight：
For use according to design requirement manufacture waste tire clump weight, waste tire clump weight uses waste tire interior grooves space
Interior binding distributing bar and casting concrete are constituted, and are equipped at center and the matched preformed hole of guide pile outer wall；
3）, squeeze into guide pile：
Circle is contained according to internal layer and outer layer contains the design radial of circle, equably squeezes into that internal layer contains the guide pile of circle and outer layer encloses
The guide pile of stifled circle, makes guide pile be inserted into the higher soil layer of intensity, and is in vertical state；
4）, overlap joint contain circle：
According to design, synchronous laminated in the guide pile that internal layer contains the guide pile of circle and outer layer contains circle is inserted in multiple waste tires
Clump weight, and select suitable position between internal layer contains the adjacent positioned stake of circle, outer layer is contained between the adjacent positioned stake of circle,
Internal layer and outer layer are inserted in connecting plate between containing the adjacent positioned stake of circle；Finally constitute waste tire clump weight and connecting plate alternating
Distribution, respectively to contain circle internal and contain the height of circle by connecting plate connection and internal layer between each other and be more than outer layer and contain circle height
The containment structure of degree；
5）, be laid with colour bar cloth：
Circle is contained in internal layer and outer layer contains the inside of circle, colour bar cloth is laid with and forms sealing ring, makes water can not be by each useless
It is flowed out in the overlap joint gap of old tire clump weight；It is thrown into the bottom that sand pocket pushes down colour bar cloth；Confirm that internal layer contains circle and outer layer
The anhydrous leakage of wall of circle is contained, water can only contain circle by internal layer and outer layer contains the top outflow of circle and contains the whole of circle
When body stability is met the requirements, construction terminates.
2. the construction method according to claim 1 for gushing out mouth using the quick containment pipe of waste tire, which is characterized in that institute
The waste tire clump weight stated reserves bore dia and is more than guide pile diameter.
3. the construction method according to claim 1 for gushing out mouth using the quick containment pipe of waste tire, which is characterized in that institute
The connecting plate both ends setting sets of holes stated, set hole width are slightly larger than the diameter of guide pile, and set hole length is more than 3 times of guide pile diameter.
4. the construction method according to claim 1 for gushing out mouth using the quick containment pipe of waste tire, which is characterized in that institute
It is 1.5 ~ 2.5 times that outer layer contains circle height that the internal layer stated, which contains circle height,.
5. the construction method according to claim 1 for gushing out mouth using the quick containment pipe of waste tire, which is characterized in that institute
The radius that the outer layer stated contains circle is 2 ~ 3 times that internal layer contains circle radius.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710073570.7A CN106638478B (en) | 2017-02-10 | 2017-02-10 | A kind of construction method for gushing out mouth using the quick containment pipe of waste tire |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710073570.7A CN106638478B (en) | 2017-02-10 | 2017-02-10 | A kind of construction method for gushing out mouth using the quick containment pipe of waste tire |
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| Publication Number | Publication Date |
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| CN106638478A CN106638478A (en) | 2017-05-10 |
| CN106638478B true CN106638478B (en) | 2018-08-21 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114517462B (en) * | 2022-02-24 | 2023-07-04 | 扬州大学 | Blocking ring combined with junked tires and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20070068326A (en) * | 2007-06-05 | 2007-06-29 | 황성태 | Floating structures in the sea, made the best use of waste-tires. |
| CN204212104U (en) * | 2014-11-15 | 2015-03-18 | 张胜杰 | A kind of combined type anti-filter encloses well |
| CN205444236U (en) * | 2016-04-08 | 2016-08-10 | 山东大学 | Retaining wall structure that broken concrete of junked tire - constitutes |
| CN205917644U (en) * | 2016-08-19 | 2017-02-01 | 河北兴国防汛设备科技有限公司 | Well is enclosed to rapid Assembly formula |
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