CN206570840U - Gravity type retaining wall structure formed by waste tires - Google Patents
Gravity type retaining wall structure formed by waste tires Download PDFInfo
- Publication number
- CN206570840U CN206570840U CN201720123406.8U CN201720123406U CN206570840U CN 206570840 U CN206570840 U CN 206570840U CN 201720123406 U CN201720123406 U CN 201720123406U CN 206570840 U CN206570840 U CN 206570840U
- Authority
- CN
- China
- Prior art keywords
- junked tire
- steel
- retaining wall
- connecting plate
- balancing weight
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000005484 gravity Effects 0.000 title claims abstract description 28
- 239000010920 waste tyre Substances 0.000 title abstract 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 75
- 239000010959 steel Substances 0.000 claims abstract description 75
- 239000011159 matrix material Substances 0.000 claims abstract description 3
- 239000004567 concrete Substances 0.000 claims description 26
- 238000005266 casting Methods 0.000 claims description 12
- 238000013461 design Methods 0.000 claims description 11
- 239000002699 waste material Substances 0.000 claims description 9
- 239000011378 shotcrete Substances 0.000 claims description 8
- 238000009826 distribution Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 15
- 239000011083 cement mortar Substances 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000002689 soil Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 4
- 239000010410 layer Substances 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241000238586 Cirripedia Species 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010985 leather Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- APTZNLHMIGJTEW-UHFFFAOYSA-N pyraflufen-ethyl Chemical compound C1=C(Cl)C(OCC(=O)OCC)=CC(C=2C(=C(OC(F)F)N(C)N=2)Cl)=C1F APTZNLHMIGJTEW-UHFFFAOYSA-N 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 238000011069 regeneration method Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- -1 slabstone Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model discloses a gravity type retaining wall structure composed of junked tires, which comprises a junked tire balancing weight, I-beams, a transverse connecting plate and a longitudinal connecting plate, wherein the wall size is designed according to the site environment and geological conditions, the I-beams distributed in a matrix form are driven into the designed designated position, the lower part of the I-beam is provided with a bottom plate, the I-beam above the bottom plate is sleeved with a plurality of junked tire balancing weight block groups, and the I-beams of each row and each column between each group are respectively sleeved with the transverse connecting plate and the longitudinal connecting plate; and each row of I-shaped steel is provided with a crown beam, gravels are filled in gaps between front and rear waste tires, cement mortar is sprayed on the exposed surface of the waste tires, and the cement mortar is plastered to finally form the wall body. The utility model discloses use junked tire balancing weight simple manufacture, cost low, the construction is simple and convenient, construction speed is fast, and overall stability is big.
Description
Technical field：
The utility model is related to the retaining wall in Geotechnical Engineering, more particularly to the gravity type earth-retaining that a kind of junked tire is constituted
Wall construction.
Background technology：
Gravity retaining wall is to conduct oneself with dignity to resist the retaining wall of soil body lateral pressure by wall body, generally using block stone, slabstone,
Concrete precast block carries out one-piece casting as masonry, or using piece stone concrete, concrete.Half gravity retaining wall can be used
Concrete or rare-reinforcement concrete are poured.Gravity retaining wall can be built up with barnacle or concrete, typically make simple trapezoidal shape
Shape.Its advantage be gather materials on the spot, easy construction, good economical benefit, therefore in works such as China railways, highway, water conservancy, bay, mines
It is widely applied in journey.
The junked tire that China produces every year is at the forefront in the world, and China's junked tire yield has reached 2.99 within 2013
Hundred million, weight reached 10,800,000 tons, and increased with every year about 8%~10% speed.To, China's junked tire year in 2020
Yield will be up to 20,000,000 tons.How safe and environment-friendly processing junked tire growing day by day, be urgent problem to be solved.
If junked tire can be used for the construction of retaining wall in Geotechnical Engineering, the cost of retaining wall on the one hand can be reduced
With difficulty of construction, on the other hand also new way is provided for the recycling of junked tire, it is clear that meeting the development of resource reutilization needs
Ask.
It can be seen that, it is necessary to the design method that retaining wall structure is made using junked tire is inquired into, promotes the leather of prior art
Newly with progress.
Utility model content:
In order to make up the deficiency of prior art problem, the purpose of this utility model is to provide the weight that a kind of junked tire is constituted
Power formula retaining wall structure, its resistance to overturning is big, easy construction, and the regeneration of design and junked tire for retaining wall is provided
A kind of new approaches.
The technical solution of the utility model is as follows：
Junked tire constitute gravity retaining wall structure, it is characterised in that including junked tire balancing weight, I-steel,
Cross connecting plate and longitudinally connected plate,
According to space enrironment and geological conditions design wall size, the I-shaped of matrix form distribution is squeezed into design specified location
Steel, I-steel bottom is provided with the I-steel above bottom plate, bottom plate and is set between multiple junked tire balancing weight groups, every group
Cross connecting plate and longitudinally connected plate are inserted in respectively on each row, the I-steel respectively arranged；
Guan Liang is provided with every row's I-steel, rubble is inserted in the space of front and rear row junked tire, and outside junked tire
Shotcrete of showing up forms certain thickness wipe one's face and finally constitutes wall.
The gravity retaining wall structure that described junked tire is constituted, it is characterised in that described junked tire balancing weight
For colligation distributing bar in junked tire interior grooves space, simultaneously casting concrete is constituted, and is provided with and I-shaped hole in center
One, the I-shaped size of hole one is slightly larger than I-steel outer profile size.
The gravity retaining wall structure that described junked tire is constituted, it is characterised in that set on described cross connecting plate
Put quantity, spacing and the direction in I-shaped hole two on I-shaped hole two, cross connecting plate can just should be inserted in it is transverse rows of
All I-steel；The size in I-shaped hole two is slightly larger than the outer profile size of I-steel.
The gravity retaining wall structure that described junked tire is constituted, it is characterised in that set on described longitudinally connected plate
Putting quantity, spacing and the direction in I-shaped hole two on I-shaped hole two, longitudinally connected plate can just should be inserted at plan position
All I-steel of longitudinal direction in column.
The gravity retaining wall structure that described junked tire is constituted, it is characterised in that described bottom plate is poured by reinforcing bar
Concrete is formed, and its upper surface is horizontal, and the size of bottom plate is projected to the outline of bottom plate more than each row junked tire of each row
Size, and the minimum thickness of bottom plate is not preferably less than 50cm.
The gravity retaining wall structure that described junked tire is constituted, it is characterised in that described Guan Liang is poured by reinforcing bar
Concrete is formed, and Guan Liang is respectively provided with the top of every waste discharge old tire balancing weight；The top of each row's I-steel connects shape by Guan Liang
It is integral.
The gravity retaining wall structure that described junked tire is constituted, it is characterised in that described wall is at toe of wall
Junked tire balancing weight pile up that height is minimum, the junked tire balancing weight at wall heel piles up that height is maximum, and overall is in rank
Scalariform is distributed.
The gravity retaining wall structure that described junked tire is constituted, it is characterised in that described junked tire balancing weight
Between space in fill rubble, and to junked tire exposed face shotcrete and wipe one's face.
The beneficial effects of the utility model are：
1st, the utility model makes balancing weight using junked tire, and one side junked tire is that outer framework can save template,
Another aspect junked tire, which can be protected effectively, only matches somebody with somebody a small amount of distributing bar in the armored concrete in its inside groove, concrete,
And building waste, rubble of appropriate particle diameter etc. can be admixed in concrete, convenient material drawing, overall price is cheap；
2nd, each I-steel of the utility model is squeezed into deeper soil layer through Potential failure surface, and its bottom passes through reinforced concrete
Native bottom plate is connected to form entirety, and its top is carried out " fore shaft " by Guan Liang, and each I-steel also by multiple tracks cross connecting plate with
Longitudinally connected plate is connected, therefore overall bending resistance and shearing strength are big, and staged distribution is integrally presented in retaining wall, and its center of gravity is carried on the back close to wall
The soil body, overall antidumping, resistant slide ability are strong；
3rd, junked tire balancing weight is based on connecting plate and I-steel overlaps to form entirety, the mutual heap of junked tire balancing weight
Build speed of application fast, construct simple and convenient.
Brief description of the drawings：
Fig. 1 is junked tire block structure schematic diagram of the present utility model.
Fig. 2 is lateral connection plate structure schematic diagram of the present utility model.
Fig. 3 is longitudinally connected plate structure schematic diagram of the present utility model.
Fig. 4 is retaining wall structure top view of the present utility model.
Fig. 5 is A-A profiles.
Fig. 6 is retaining wall structure axonometric drawing of the present utility model.
Fig. 7 is retaining wall force structure system schematic diagram one of the present utility model.
Fig. 8 is retaining wall force structure system schematic diagram two of the present utility model.
Description of reference numerals：1st, junked tire；2nd, armored concrete；3rd, I-shaped hole one；4th, cross connecting plate；5th, I-shaped
Shape hole two；6th, longitudinally connected plate；7th, bottom plate；8th, Guan Liang；9th, I-steel；10th, rolling earth behind retaining wall；11st, Potential failure surface.
Embodiment：
Referring to accompanying drawing：
The gravity retaining wall structure that junked tire is constituted, including junked tire balancing weight, I-steel 9, cross connecting plate 4
With longitudinally connected plate 6, designed according to space enrironment and geological conditions after retaining wall geometric dimensions, work is squeezed into design specified location
Word steel 9, then clears up the surface dust and assembling reinforcement casting concrete formation bottom plate 7, reinforced concrete floor 7 of the root of I-steel 9
Upper surface it is horizontal, then based on I-shaped hole 1 junked tire balancing weight be inserted in stretch out bottom plate 7 I-steel 9 on, and
Selection correct position is inserted in cross connecting plate 4 and longitudinally connected plate 6 on each row, the I-steel respectively arranged 9, and assembling forms waste and old wheel
Tire balancing weight and cross connecting plate 4 are alternately distributed, respectively arrange the overall knot connected between adjacent I-steel 9 by longitudinally connected plate 6
Structure, and Guan Liang 8 is poured in the top assembling reinforcement of every row's I-steel 9, rubble is inserted in the space of front and rear row junked tire, and
Junked tire exposed face shotcrete formed it is certain thickness wipe one's face, thus constitute gravity retaining wall structure.
Junked tire balancing weight is colligation distributing bar and the shape of casting concrete 2 in the interior grooves space of junked tire 1
Into, and I-shaped hole 1 is provided with center, the size in I-shaped hole 1 is slightly larger than the outer profile size of I-steel 9, convenient
I-shaped hole 1 is enclosed on I-steel 9；It can effectively protect the armored concrete in its inside groove due to junked tire, therefore concrete
In can mix building waste of appropriate particle diameter and rubble etc., further reduce cost.
Quantity, spacing and the side in I-shaped hole 25 on I-shaped hole 25, cross connecting plate 4 are set on cross connecting plate 4
To should can just be inserted in transverse rows of all I-steel 9；The size in I-shaped hole 25 is slightly larger than the outline of I-steel 9
Size.Set quantity, spacing and the direction in I-shaped hole 25 on I-shaped hole 25, longitudinally connected plate 6 should on longitudinally connected plate 6
All I-steel 9 of longitudinal direction in column at plan position can be just inserted in.
Above-mentioned " transverse direction " refers to the bearing of trend i.e. length direction of retaining wall, and " longitudinal direction " refers to the width of retaining wall.
As in figure 6, laterally refer to the length direction of eight junked tire arrangement forms, longitudinally refer to three (row) junked tire arrangement shapes
Into width.
Therefore cross connecting plate 4 can be inserted in row's I-steel 9 of retaining wall length direction, longitudinally connected plate 6 can be inserted in
The multiple row I-steel 9 of retaining wall width, as illustrated in figs. 7 and 8：The length of longitudinally connected plate 6 at diverse location not phase
Together, the longitudinally connected plate 6 such as bottom in Fig. 7 and Fig. 8 can be inserted in three I-steel 9, and the longitudinally connected plate 6 on top is inserted in two
Root I-steel 9.
In addition, cross connecting plate 4 is different from the perforate direction in the I-shaped hole 25 on longitudinally connected plate 6, such as Fig. 2
With shown in Fig. 3.The size in I-shaped hole 25 is slightly larger than the outer profile size of I-steel 9, facilitates cross connecting plate 4 to connect with longitudinal direction
Fishplate bar 6 entangles I-steel 9.Required in construction I-steel 9 have higher construction precision, if I-steel 9 occur it is larger skew or
Part is deformed, and cross connecting plate 4 can be caused can not to be inserted in longitudinally connected plate 6.Certainly, if without using cross connecting plate 4
With longitudinally connected plate 6, it is connected to form entirety by the way of steel plate is welded with I-steel 9, is also feasible.
Bottom plate 7 is formed by reinforcing bar casting concrete, and its upper surface is horizontal, and the size of bottom plate 7 is more than each row and respectively arranges useless
Old tire is projected to the outer profile size of bottom plate, and the minimum thickness of bottom plate 7 is not preferably less than 50cm；The lower surface of bottom plate 7 is close to
In soil layer, it can be presented non-aqueous flat-shaped according to terrain.The bottom of I-steel 9 is connected to form by reinforced concrete floor 7
Overall, the stability to raising retaining wall is favourable.
Guan Liang 8 is formed by reinforcing bar casting concrete, is respectively provided with the top of every waste discharge old tire balancing weight along its length
Guan Liang 8.The top of each row's I-steel 9 forms overall by the connection of Guan Liang 8；The top of each row's I-steel 9 carries out " lock by Guan Liang
Mouthful ", the stability to raising retaining wall is favourable.
Junked tire balancing weight of the retaining wall at toe of wall piles up height minimum, the junked tire counterweight at wall heel
Block piles up highly maximum, overall stepped distribution, as shown in figs. 5 and 6：Retaining wall center of gravity carries on the back the soil body close to wall, overall anti-
Topple, resistant slide ability it is strong.
Space is still suffered between the junked tire balancing weight of close contact, rubble is filled in space and makes its closely knit, is carried
The globality of high retaining wall；Protection of wiping one's face is carried out to the exposed face shotcrete of junked tire.
The gravity retaining wall structure construction procedure that junked tire is constituted is as follows：
1) retaining wall configuration, is designed：
Situation, junked tire balancing weight are washed away according to Geological condition, topography and geomorphology, proposed retaining wall height, flowing water
The factors such as size, design the configuration of retaining wall, determine each I-steel 9 sets position and embedded depth；
The embedded depth of I-steel 9 should exceed the position of Potential failure surface, as shown in Figure 5：Because retaining wall is in staged point
Cloth, therefore often the length of row's I-steel 9 is differed；
The distance between central point in adjacent I-shaped hole 25 on cross connecting plate 4 and longitudinally connected plate 6, actually
Equal to the outline diameter of junked tire；Therefore cross connecting plate 4 and longitudinally connected plate 6 can be according to the specifications of junked tire, in advance
It is fabricated for selecting.
2) I-steel, is squeezed into：
According to design, place cleaning place yet to be built squeezes into I-steel 9 in design specified location, inserts I-steel 9
In the higher soil layer of intensity, through Potential failure surface 11, and in vertical state；
During practice of construction, the position of I-steel 9 has certain error to be also normal；Due to the chi in I-shaped hole 25
Very little to be slightly larger than the outline of I-steel 9, it can adapt to the skew of I-steel 9 within the specific limits.If but the position of I-steel 9 is inclined
Move too big, when causing cross connecting plate 4 and longitudinally connected plate 6 can not be inserted in adjacent I-steel 9, I-steel need to be set again
9；Therefore ensure construction precision in work progress as far as possible；I-steel 9 should be squeezed into the higher foundation soil of intensity, and it can be played
The effect of similar friction pile.
3) bottom plate, is poured：
Excavate the surface dust on the periphery of I-steel 9 for having squeezed into stratum, according to the design size assembling reinforcement of bottom plate 7, partly by
Power muscle can be weldingly connected with I-steel 9, casting concrete formation bottom plate 7；The upper surface of bottom plate 7 is horizontal, the minimum of bottom plate 7
Thickness is not preferably less than 50cm, and the buried depth of bottom plate 7 should meet antiscour requirement.
The upper surface of bottom plate 7 is horizontal, and the overlap joint for making follow-up junked tire in good order, symmetrically, improves the strong of entirety
Degree and rigidity.
4), it is inserted in junked tire balancing weight：
Junked tire balancing weight is inserted in based on I-shaped hole 1 and stretched out on the I-steel 9 of bottom plate 7, and selects suitable position
Put and cross connecting plate 4 and longitudinally connected plate 6 be inserted on each row, the I-steel respectively arranged 9, assembling formed junked tire balancing weight with
Cross connecting plate 4 is alternately distributed, respectively arranges the overall structure connected between adjacent I-steel 9 by longitudinally connected plate 6.
Junked tire balancing weight is colligation distributing bar and the shape of casting concrete 2 in the interior grooves space of junked tire 1
Into；By taking common car tyre model 195/60R15 as an example, its cavity volume is about 0.055m3, inside groove pouring reinforcement concrete
Overall weight is about 130kg afterwards.2~4 people can lift the junked tire balancing weight of the weight and be inserted in I-steel 9.Same work
Cheng Zhongying makes configuration block from the junked tire of same specification.In construction should junked tire balancing weight less as far as possible to work
The collision of word steel 9, to safeguard overall stability and security；Fig. 7 and Fig. 8 gives the overlap joint feelings of I-steel 9 and connecting plate
Condition.
5) Guan Liang, is poured：
In the top assembling reinforcement of every waste discharge old tire balancing weight, part principal rod can weld phase with the top of I-steel 9
Even, casting concrete formation Guan Liang 8；Guan Liang 8 connects all I-steel 9 of every row to form entirety；Fig. 6 gives Guan Liang 8
Specific distribution situation.
6), cement sand plaster：
Rubble is filled in space between each junked tire balancing weight and makes its closely knit, and to the exposed face of junked tire
Shotcrete carries out protection of wiping one's face, and prevents junked tire from burning under special circumstances, prevents I-steel 9 and connecting plate
Get rusty, also can effectively delay the aging of rubber in junked tire.
Under special circumstances, such as under thunderbolt, the mountain fire effect of igniting, junked tire may burn, and cause retaining wall
The failure of structure.Therefore junked tire overlap joint, pile up after construction terminates, it should wipe one's face, prevent in the formation of its exposed face shotcrete
Only junked tire burns under special circumstances；, can be in junked tire surface attachment, fixation, parcel auxiliary geotechnique in construction
Fabric, enable cement mortar firmly, it is effective wrap junked tire outer surface, form stable protective layer.
The utility model is not limited to above-mentioned embodiment, according to the above, according to the ordinary skill of this area
Knowledge and customary means, under the premise of the above-mentioned basic fundamental thought of the utility model is not departed from, the utility model can also be made
Equivalent modifications, replacement or the change of other diversified forms, all fall within protection domain of the present utility model.
Claims (8)
1. the gravity retaining wall structure that a kind of junked tire is constituted, it is characterised in that including junked tire balancing weight, I-shaped
Steel, cross connecting plate and longitudinally connected plate,
According to space enrironment and geological conditions design wall size, the I-steel of matrix form distribution is squeezed into design specified location,
I-steel bottom is provided with bottom plate, is set with the I-steel above bottom plate each between multiple junked tire balancing weight groups, every group
Cross connecting plate and longitudinally connected plate are inserted in respectively on row, the I-steel respectively arranged；
Guan Liang is provided with every row's I-steel, rubble is inserted in the space of front and rear row junked tire, and in junked tire exposed face
Shotcrete forms certain thickness wipe one's face and finally constitutes wall.
2. the gravity retaining wall structure that junked tire according to claim 1 is constituted, it is characterised in that described is waste and old
Tire weight block is colligation distributing bar and casting concrete composition in junked tire interior grooves space, and is provided with center
With I-shaped hole one, the I-shaped size of hole one is slightly larger than I-steel outer profile size.
3. the gravity retaining wall structure that junked tire according to claim 1 is constituted, it is characterised in that described transverse direction
Quantity, spacing and the direction in I-shaped hole two on I-shaped hole two, cross connecting plate are set on connecting plate can just be inserted in
Transverse rows of all I-steel；The size in I-shaped hole two is slightly larger than the outer profile size of I-steel.
4. the gravity retaining wall structure that junked tire according to claim 1 is constituted, it is characterised in that described longitudinal direction
Quantity, spacing and the direction in I-shaped hole two on I-shaped hole two, longitudinally connected plate are set on connecting plate can just be inserted in
The plan all I-steel of longitudinal direction in column at position.
5. the gravity retaining wall structure that junked tire according to claim 1 is constituted, it is characterised in that described bottom plate
Formed by reinforcing bar casting concrete, its upper surface is horizontal, the size of bottom plate is projected the bottom of to more than each row junked tire of each row
The outer profile size of plate, and the minimum thickness of bottom plate is not preferably less than 50cm.
6. the gravity retaining wall structure that junked tire according to claim 1 is constituted, it is characterised in that described Guan Liang
Formed by reinforcing bar casting concrete, Guan Liang is respectively provided with the top of every waste discharge old tire balancing weight；Pass through at the top of each row's I-steel
Guan Liang connects to form entirety.
7. the gravity retaining wall structure that junked tire according to claim 1 is constituted, it is characterised in that described wall
Junked tire balancing weight at toe of wall piles up height minimum, and the junked tire balancing weight at wall heel piles up height most
Greatly, overall stepped distribution.
8. the gravity retaining wall structure that junked tire according to claim 1 is constituted, it is characterised in that described is waste and old
Rubble is filled in space between tire weight block, and to junked tire exposed face shotcrete and is wiped one's face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720123406.8U CN206570840U (en) | 2017-02-10 | 2017-02-10 | Gravity type retaining wall structure formed by waste tires |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720123406.8U CN206570840U (en) | 2017-02-10 | 2017-02-10 | Gravity type retaining wall structure formed by waste tires |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206570840U true CN206570840U (en) | 2017-10-20 |
Family
ID=60058163
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720123406.8U Expired - Fee Related CN206570840U (en) | 2017-02-10 | 2017-02-10 | Gravity type retaining wall structure formed by waste tires |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206570840U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638676A (en) * | 2017-02-10 | 2017-05-10 | 合肥学院 | Gravity type retaining wall structure formed by waste tires and construction method thereof |
| CN108104157A (en) * | 2018-01-26 | 2018-06-01 | 佛山科学技术学院 | A kind of T-shaped retaining wall |
| CN108560542A (en) * | 2018-05-03 | 2018-09-21 | 湖北工业大学 | A kind of waste tire cladding builds the two-directed reinforcement and its construction method of slag |
| CN109056789A (en) * | 2018-09-14 | 2018-12-21 | 江苏科技大学 | A kind of retaining wall and its construction method |
-
2017
- 2017-02-10 CN CN201720123406.8U patent/CN206570840U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638676A (en) * | 2017-02-10 | 2017-05-10 | 合肥学院 | Gravity type retaining wall structure formed by waste tires and construction method thereof |
| CN108104157A (en) * | 2018-01-26 | 2018-06-01 | 佛山科学技术学院 | A kind of T-shaped retaining wall |
| CN108560542A (en) * | 2018-05-03 | 2018-09-21 | 湖北工业大学 | A kind of waste tire cladding builds the two-directed reinforcement and its construction method of slag |
| CN109056789A (en) * | 2018-09-14 | 2018-12-21 | 江苏科技大学 | A kind of retaining wall and its construction method |
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