WO2022095529A1 - Archery-shaped slope reinforcement structure and construction method therefor - Google Patents
Archery-shaped slope reinforcement structure and construction method therefor Download PDFInfo
- Publication number
- WO2022095529A1 WO2022095529A1 PCT/CN2021/111487 CN2021111487W WO2022095529A1 WO 2022095529 A1 WO2022095529 A1 WO 2022095529A1 CN 2021111487 W CN2021111487 W CN 2021111487W WO 2022095529 A1 WO2022095529 A1 WO 2022095529A1
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- WIPO (PCT)
- Prior art keywords
- detachable
- slope
- sleeve
- positioning
- waste tire
- Prior art date
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 46
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 239000010920 waste tyre Substances 0.000 claims abstract description 97
- 239000002689 soil Substances 0.000 claims abstract description 59
- 239000000463 material Substances 0.000 claims abstract description 16
- 239000002344 surface layer Substances 0.000 claims abstract description 13
- 238000004873 anchoring Methods 0.000 claims abstract description 6
- 238000005520 cutting process Methods 0.000 claims abstract description 6
- 229910000975 Carbon steel Inorganic materials 0.000 claims description 16
- 239000010962 carbon steel Substances 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 13
- 244000025254 Cannabis sativa Species 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 238000009417 prefabrication Methods 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000003825 pressing Methods 0.000 claims description 3
- 230000003993 interaction Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 5
- 239000004927 clay Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000004049 embossing Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000003712 anti-aging effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000004746 geotextile Substances 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
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
Definitions
- the invention belongs to the field of side slope reinforcement, and relates to a side slope reinforcement structure and a construction method thereof, in particular to a bow and arrow type side slope reinforcement structure and a construction method thereof.
- the utility model patent No. 201821362428.0 discloses a tire slope protection device, which stacks several waste tires in sequence along the slope and connects the upper and lower tire layers. This structure is simple and easy to implement, but only the slope surface is treated. Excavation of earthwork is required for the construction setting out and positioning, and the construction process is inconvenient.
- the application document with the application number of 201911085039.7 discloses a waste tire strip reinforced soft slope structure and its construction method. Inserting 1/4 of the tire strip into the slope is convenient for construction, but it is not suitable for lifting the overall resistance of the slope. The sliding ability effect is not ideal.
- Soil nailing is a kind of slope support technology composed of soil nails, concrete surface layer and in-situ soil, which maintains the stability of the supporting slope by means of gravity.
- Soil nailing support technology has been applied to many slope and foundation pit support projects in China, but there are not many model tests on soil nailing support at present, and the design and calculation method of soil nailing support is not perfect, which restricts soil nailing support.
- Technology application and development. The utility model patent with the patent number of 201820157165.3 discloses a soil-nailed wall slope protection structure with a composite material as the surface layer, and the geotextile and geogrid are used as the surface layer, and the construction process is cumbersome.
- the present invention is directly based on the existing slope, and provides a bow-and-arrow-type slope reinforcement structure with good reinforcement effect, economy and practicality, good stability and long service life, and the same. Construction method.
- a bow and arrow type side slope reinforcement structure comprises a plurality of groups of bow and arrow type reinforcement devices arranged laterally along the slope of the side slope to be reinforced; the distance between the adjacent two groups of bow and arrow type reinforcement devices is waste 1 to 2 times the diameter of the tire;
- the bow-and-arrow-shaped reinforcement device includes an annular waste tire strip, soil nails and a detachable embedding mold; the annular waste tire strip is embedded in the slope to be reinforced through the detachable embedding mold; The soil nails penetrate through the annular waste tire strip and are anchored in the slope to be reinforced.
- the annular waste tire strip used in the present invention is formed by cutting waste tires, and the whole of the annular waste tire strip is semicircular; the width of the annular waste tire strip is 4-5 cm; the annular waste tire The thickness of the strip is 2-3 cm; the radius of the annular waste tire strip is 35-40 cm.
- the detachable embedding mold used in the present invention includes a detachable sleeve, a detachable connecting pipe and a double-lobed cone shoe;
- the detachable embedding mold is a hollow tubular structure as a whole;
- the detachable embedding mold The structure matches the structure of the annular waste tire strip;
- the number of removable sleeves is two;
- the two removable sleeves are respectively arranged at both ends of the removable connecting pipe;
- the bottom of the removable sleeve is provided with double petals Cone shoe;
- the diameter of the detachable sleeve is 4.5-5.5cm;
- the diameter of the detachable connecting pipe is 0.2-0.3cm larger than that of the detachable sleeve;
- the radius of the inner wall of the detachable sleeve is 0.2-0.3cm It is 25-56cm, the wall thickness of the pipe is 0.1-0.2cm, and the material is Q235
- the detachable sleeve used in the present invention comprises a first detachable sleeve piece, a second detachable sleeve piece and a bolt; the first detachable sleeve piece and the second detachable sleeve piece are interlocked
- a hollow tubular structure is formed by merging; the detachable sleeve is connected with the detachable connecting pipe through bolts; the detachable connecting pipe is provided with a reserved hole; the bolt extends into the reserved hole.
- the double-lobed cone shoe used in the present invention comprises at least two conical plates with the same structure; a plurality of conical plates are spliced to form a vertebral body structure; the top of the conical plate is provided with a hinge; the double-lobed plate is provided with a hinge; The cone shoe is set at the bottom of the detachable casing through a hinge; the material of the double-lobed cone shoe is Q235-A carbon steel.
- the bow-and-arrow reinforcement device used in the present invention further includes a positioning sleeve for positioning the bow-and-arrow reinforcement device, and the detachable embedding die is inserted into the slope to be reinforced through the positioning sleeve.
- the positioning sleeve used in the present invention includes a positioning bracket and a positioning tube connected with the positioning bracket; one end of the detachable embedding mold extends into the positioning tube and extends into the slope to be reinforced through the positioning tube;
- the positioning tube is a circular tube with an overall shape of 45°, the inner wall diameter of the positioning tube is 4.8-5.8cm, the inner wall radius is 26-58cm, the tube wall thickness is 0.1-0.2cm, and the pipe material is Q235-A carbon Plain steel.
- the positioning bracket used in the present invention includes a triangular casing disk and a leg connected with the triangular casing disk; the positioning pipe penetrates the triangular casing disk and is fixedly connected with the triangular casing disk; the legs are three, The three legs are 120° in pairs; the triangular casing plate and the legs are made of Q235-A carbon steel.
- the length of the soil nail used in the present invention is 1 to 3 times the diameter of the waste tire
- the diameter of the steel bar of the soil nail is 16 to 32 mm
- the upper part of the soil nail is provided with hexagonal bolts
- the radius is 4 to 32 mm. 5cm
- the thickness is 8cm
- the steel bar of the soil nail is HRB400 grade steel bar.
- a construction method based on the aforementioned bow and arrow type slope reinforcement structure comprises the following steps:
- a detachable embossing mold is made:
- Two detachable sleeves with the shape of an 80° circular pipe wall are made, the inner wall radius of the detachable sleeve is 25-56cm, the pipe wall thickness is 0.1-0.2cm, and the pipe diameter is 4.5-5.5cm;
- a detachable connecting pipe with a shape of a 30° circular pipe wall is made, the diameter of the detachable connecting pipe is 4.8-5.8 cm, the radius of the inner wall is 26-57 cm, and the thickness of the pipe wall is 0.1-0.2 cm;
- the double-lobed cone shoe is set at the bottom of the detachable casing through a hinge, and the double-lobed cone shoe is composed of two identical conical plates, which are hinged on both sides of the bottom of the casing respectively through hinges;
- Two positioning tubes with the shape of a 45° annular tube wall are made, the inner diameter of the positioning tube is 4.8-5.8 cm, the inner wall radius is 26-58 cm, and the tube wall thickness is 0.1-0.2 cm;
- Making positioning sleeves Make two triangular sleeve disks and three legs, with 120° between the legs to form two positioning brackets;
- Embedding of the detachable embedment mold According to the arrangement position of the annular waste tire strip determined in step 1), use the prepared positioning sleeve to position the slope on both sides, and use low-strength tape to place the double flaps at the bottom of the sleeve.
- the cone shoes are closed, and along the circular path of the positioning tubes on both sides, the detachable embedding mold with the double-lobed cone shoes is pressed into the slope to be reinforced;
- Placement of the ring-shaped waste tire strip first remove the removable connecting pipe, insert the ring-shaped waste tire strip into the strip hole of the removable embedding mold, pull out the removable sleeve, and then fill the two sides of the ring-shaped waste tire strip with tape Guest soil with grass seed and compacted;
- the present invention provides a bow-and-arrow-type side slope reinforcement structure, which comprises multiple groups of bow-and-arrow-type reinforcement devices arranged laterally along the slope surface of the side slope to be reinforced; ⁇ 2 times; the bow-and-arrow type reinforcement device includes annular waste tire strips, soil nails and a detachable embedding mold; the annular waste tire strip is embedded in the slope to be reinforced through the removable embedding mold; the soil nails penetrate the annular waste tire strip and Anchored in the slope to be reinforced.
- the invention mainly uses waste tires and soil nails as the main material for reinforcing the slope, and has low cost, reduces the engineering cost of engineering materials, and has economic and environmental protection benefits;
- the construction process is relatively simple, and compared with the traditional soil nail wall support, The construction cost is reduced and the construction period is shortened;
- the construction equipment and procedures are simple, and complex technologies and large-scale machinery are not required, and the construction has little interference to the surrounding environment;
- waste tires have the advantages of wear resistance, anti-aging, and excellent shock resistance, and have good adaptability Deformation performance and long-term stability, long service life;
- the insertion of annular waste tire strips compacts the upper and lower soil, and the friction between the tire strips and soil particles is significant, thus effectively preventing the soil from sliding in the shallow layer of the slope;
- the bow-and-arrow-shaped structure composed of waste tires and soil nails used in the invention does not require additional concrete surface anchoring;
- the bow-and-arrow-shaped structure composed of waste tires and soil nails not only effectively improves the overall stiffness
- the tire placement method of the present invention has a simpler construction process, does not need to excavate a side slope, and has little disturbance to the in-situ soil.
- the traditional soil nail support it does not need to pour and maintain concrete, the cost is low, the construction period is short, and the construction process is simple.
- the method for reinforcing the slope with the bow-and-arrow structure formed by the invention directly anchors the soil nails on the surface layer of the waste tire without setting the surface layer.
- Fig. 1 is the perspective structure schematic diagram of the bow-and-arrow-shaped slope reinforcement structure provided by the present invention
- Fig. 2 is the positional arrangement diagram of the bow and arrow type slope reinforcement structure provided by the present invention
- Fig. 3 is the manufacturing process schematic diagram of the annular waste tire strip adopted in the present invention.
- Fig. 4 is the structural representation of the soil nail with bolt adopted in the present invention.
- FIG. 5 is a schematic diagram of the combined bow and arrow type reinforcement structure adopted in the present invention.
- Fig. 6 is the structural representation of the embossing die adopted in the present invention.
- Fig. 7 is the structural representation of the detachable sleeve adopted by the present invention.
- Fig. 8 is the structural representation of the detachable connecting pipe adopted in the present invention.
- Fig. 9 is the structural representation of the double-lobed cone shoe adopted by the present invention.
- Fig. 10 is the structural representation of the positioning sleeve adopted by the present invention.
- Fig. 11 is the structural representation of the positioning pipe adopted in the present invention.
- the present invention provides a bow-and-arrow-type side slope reinforcement structure, comprising multiple groups of bow-and-arrow-type reinforcement devices arranged laterally along the slope of the side slope 3 to be reinforced;
- the distance between the tires is equal, 1 to 2 times the diameter of the waste tire, for example, 1.2 to 1.5m can be selected;
- the bow and arrow type reinforcement device includes annular waste tire strips 1, soil nails 2 and detachable embedding molds 5; annular waste tire strips 1 It is embedded in the side slope 3 to be reinforced through a detachable embedding die 5 ; the soil nail 2 penetrates the annular waste tire strip 1 and is anchored in the side slope 3 to be reinforced.
- the slope 3 to be reinforced is a clay slope in a plastic state or a soft clay slope between the plastic state and the fluid plastic state.
- the annular waste tire strip 1 adopted in the present invention is formed by cutting waste tires, and the whole of the annular waste tire strip 1 is semicircular; the width of the annular waste tire strip 1 is 4-5 cm; The thickness of the waste tire is 2-3 cm; the radius of the annular waste tire strip 1 is 35-40 cm, and the tread width of the waste tire is 20-30 cm.
- the detachable embedding mold 5 used in the present invention includes a detachable sleeve 51, a detachable connecting pipe 52 and a double-lobed cone shoe 53; the detachable embedding mold 5 is a hollow tubular structure as a whole;
- the structure of the pressing die 5 matches the structure of the annular waste tire strip 1;
- the number of removable sleeves 51 is two;
- the two removable sleeves 51 are respectively arranged at both ends of the removable connecting pipe 52;
- a double-lobed cone shoe 53 is provided;
- the diameter of the detachable sleeve 51 is 4.5-5.5 cm;
- the diameter of the detachable connecting pipe 52 is slightly larger than that of the detachable sleeve 51 by 0.2-0.3 cm;
- the inner wall radius of 51 is 25-56cm, the wall thickness of the pipe is 0.1-0.2cm, and the material is Q235-A carbon steel;
- the range
- the detachable sleeve 51 used in the present invention includes a first detachable sleeve piece 511, a second detachable sleeve piece 512 and a bolt 513; the first detachable sleeve piece 511 and the second detachable sleeve piece 511
- the detachable sleeve pieces 512 are interlocked to form a hollow tubular structure.
- the first detachable sleeve pieces 511 and the second detachable sleeve pieces 512 on both sides of the detachable sleeve slide and disassemble along the pipe wall chute.
- the detachable sleeve 51 is connected with the detachable connecting pipe 52 through the bolt 513; the detachable connecting pipe 52 is provided with a reserved hole 521; the bolt 513 extends into the reserved hole 521, and the two sides of the detachable connecting pipe are along the pipe wall Chute sliding removal.
- the double-lobed cone shoe 53 used in the present invention includes at least two conical plates 532 with the same structure; a plurality of conical plates 532 are spliced to form a vertebral body structure; the top of the conical plate 532 is provided with a hinge 531; The double-lobed cone shoe 53 is set at the bottom of the detachable sleeve 51 through the hinge 531; the material of the double-lobed cone shoe 53 is Q235-A carbon steel.
- the bow-and-arrow reinforcement device provided by the present invention also includes a positioning sleeve 6 for positioning the bow-and-arrow reinforcement device, and the detachable embedding die 5 extends into the slope to be reinforced through the positioning sleeve 6 3 in.
- the positioning sleeve 6 includes a positioning bracket 61 and a positioning tube 62 connected with the positioning bracket 61; one end of the detachable embedding die 5 extends into the positioning tube 62 and extends into the slope 3 to be reinforced through the positioning tube 62; the positioning tube 62 It is a circular tube with a whole 45°, the inner wall diameter of the positioning tube 62 is 4.8-5.8cm, the inner wall radius is 26-58cm, the tube wall thickness is 0.1-0.2cm, and the tube material is Q235-A carbon steel.
- the positioning pipe 62 is welded on the triangular casing disk 611 for slope positioning.
- the positioning bracket 61 includes a triangular casing plate 611 and a support foot 612 connected with the triangular casing plate 611; the positioning tube 62 penetrates the triangular casing plate 611 and is fixedly connected with the triangular casing plate 611; The two are 120°; the triangular casing plate 611 and the supporting feet 612 are made of Q235-A carbon steel.
- the length of the soil nail 2 used in the present invention is 1 to 3 times the diameter of the waste tire, for example, 1.5 to 1.8 m.
- the reinforcement of soil nail 2 is HRB400 grade reinforcement.
- a construction method based on the aforementioned bow and arrow type slope reinforcement structure comprises the following steps:
- a detachable embedding mold 5 is made:
- Two detachable sleeves 51 with the shape of an 80° circular pipe wall are made, the inner wall radius of the detachable sleeve 51 is 25-56 cm, the pipe wall thickness is 0.1-0.2 cm, and the pipe diameter is 4.5-5.5 cm;
- a detachable connecting pipe 52 with a shape of a 30° circular pipe wall is made.
- the diameter of the detachable connecting pipe 52 is 4.8-5.8 cm, the radius of the inner wall is 26-57 cm, and the thickness of the pipe wall is 0.1-0.2 cm.
- the double-lobed cone shoe 53 is set at the bottom of the detachable casing 51 by the hinge 531, and the double-lobed cone shoe 53 is composed of two identical conical plates 532, which are hinged on both sides of the casing bottom through the hinge 531;
- Two positioning tubes 62 with a shape of a 45° circular tube wall are made, the inner diameter of the positioning tube 62 is 4.8-5.8 cm, the inner wall radius is 26-58 cm, and the tube wall thickness is 0.1-0.2 cm;
- Making the positioning sleeve 6 making two triangular sleeve disks 611 and three legs 612 , the two legs 612 are at 120° to form two positioning brackets 61 ;
- Embedding of the detachable pressing mold 5 According to the arrangement position of the annular waste tire strip 1 determined in step 1), use the prepared positioning sleeve 6 to position the slope on both sides, and use a low-strength tape to cover the sleeve 51.
- the double-lobed cone shoe 53 at the bottom is closed, and the detachable embedding mold 5 with the double-lobed cone shoe 53 is pressed into the slope 3 to be reinforced along the annular path of the positioning tubes 62 on both sides;
- annular waste tire strip 1 Prefabrication of annular waste tire strip 1: Select the tread width as the waste tire with a waste tread width of 20cm and a radius of 40cm, cut it with 1/2 to obtain an annular waste tire strip 1, and then divide it into strips with a width of 4cm Cut to form a 180° annular waste tire strip 1, and the thickness of the cut strip is 2 cm. The total number of cutting strips is 100, and the distance between two annular waste tire strips is 1.5m;
- the flap cone shoe 53 is at the bottom of the detachable sleeve 51, and the double-flap cone shoe 53 is composed of two identical conical plates 532, which are hinged on both sides of the bottom of the sleeve through hinges 531 to make two rings with a shape of 45°.
- the positioning pipe 62 of the pipe wall, the inner wall radius is 42cm, the diameter of the pipe hole is 6cm, and the pipe wall thickness is 0.1cm.
- Two triangular casing disks 611 and six legs 612 are made, and the two legs 612 are at 120°, forming two
- the positioning bracket 61 , the detachable sleeve 51 , the detachable connecting pipe 52 , the double-lobed cone shoe 53 , the sleeve plate 611 , the feet 612 and the positioning pipe 62 are all made of Q235-A carbon steel.
- Placement of the annular waste tire strip 1 first remove the detachable connecting pipe 52, insert the annular waste tire strip 1 into the strip hole of the detachable embedding die 5, pull out the detachable sleeve 51, and then fill the tape on both sides Guest soil with grass seed and compacted;
- Driving and anchoring of soil nails 2 Directly drive soil nails 2 with bolts into the slope on the surface of the annular waste tire strip 1 tangent to the side slope, and fix it on the surface of the annular waste tire strip 1.
- the slope to be reinforced is a clay slope in a plastic state or a soft clay slope between the plastic and flow plastic states.
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Abstract
Disclosed in the present invention is a construction method for an archery-shaped slope reinforcement structure, comprising: cutting an annular waste tire strip to make an embedded mold; vertically and completely inserting the embedded mold into a slope soil along the diameter of a positioning sleeve at two ends, removing a connecting pipe, inserting the annular waste tire strip into a formed strip hole, and pulling out the mold; directly striking soil nails having a bolt into a slope on the surface of the waste tire strip tangential to the slope, and anchoring same to a waste tire surface layer; and repeating the described steps until the slope surface layer to be reinforced is completely covered. The present invention effectively reinforces the slope, and the archery-shaped structure formed by the combination effectively improves the overall rigidity of the soil and compensates for the weaknesses of low tensile strength and shear strength of the soil, and a reinforcement material is fully utilized by means of interaction, changing the deformation and damage characteristics of the slope, and significantly improving the overall stability of the slope.
Description
本发明属于边坡加固领域,涉及一种边坡加固结构及其施工方法,尤其涉及一种弓箭型边坡加固结构及其施工方法。The invention belongs to the field of side slope reinforcement, and relates to a side slope reinforcement structure and a construction method thereof, in particular to a bow and arrow type side slope reinforcement structure and a construction method thereof.
随着汽车数量的快速增加,每年将产生大量的需要数千年才能分解的报废轮胎,造成严重的“黑色污染”,如何处置和有效利用这些废旧轮胎已成为世界性热点问题。目前,国内工程中对于废旧轮胎的利用方式主要是将轮胎颗粒掺入土体中,改善土体性能,但是,在轮胎研磨成颗粒的过程中会产生挥发性的污染物,对环境污染较大。With the rapid increase in the number of automobiles, a large number of scrap tires that take thousands of years to decompose will be produced every year, causing serious "black pollution". How to dispose and effectively utilize these scrap tires has become a worldwide hot issue. At present, the utilization of waste tires in domestic projects is mainly to mix tire particles into the soil to improve soil properties. However, volatile pollutants will be generated during the grinding of tires into particles, which will cause great environmental pollution. .
专利号为201821362428.0的实用新型专利公开了一种轮胎护坡装置,将若干废旧轮胎沿着坡面依序堆叠并上下轮胎层固定连接,此结构简单易行,但只做了坡面表面处理,另外施工放线定位需开挖土方,施工工序不便捷。申请号为201911085039.7的申请文件中公开了一种废旧轮胎条加筋软质边坡结构及其施工方法,将1/4轮胎条插入边坡中,此结构施工方便,但对提升边坡整体抗滑能力效果还不够理想。The utility model patent No. 201821362428.0 discloses a tire slope protection device, which stacks several waste tires in sequence along the slope and connects the upper and lower tire layers. This structure is simple and easy to implement, but only the slope surface is treated. Excavation of earthwork is required for the construction setting out and positioning, and the construction process is inconvenient. The application document with the application number of 201911085039.7 discloses a waste tire strip reinforced soft slope structure and its construction method. Inserting 1/4 of the tire strip into the slope is convenient for construction, but it is not suitable for lifting the overall resistance of the slope. The sliding ability effect is not ideal.
土钉支护是由土钉、混凝土面层和原位土体组成的一种边坡支护技术,凭借重力保持支护边坡稳定。土钉支护技术已经应用于我国很多边坡与基坑支护工程中,但是目前对土钉支护的模型试验研究不多,土钉支护设计计算方法不完善,制约了土钉支护技术的应用与发展。专利号为201820157165.3的实用新型专利公开了一种具有复合材料作为面层的土钉墙护坡结构,将土工布和土工格栅作为面层,其施工工序繁琐。Soil nailing is a kind of slope support technology composed of soil nails, concrete surface layer and in-situ soil, which maintains the stability of the supporting slope by means of gravity. Soil nailing support technology has been applied to many slope and foundation pit support projects in China, but there are not many model tests on soil nailing support at present, and the design and calculation method of soil nailing support is not perfect, which restricts soil nailing support. Technology application and development. The utility model patent with the patent number of 201820157165.3 discloses a soil-nailed wall slope protection structure with a composite material as the surface layer, and the geotextile and geogrid are used as the surface layer, and the construction process is cumbersome.
发明内容SUMMARY OF THE INVENTION
发明目的:为了解决背景技术中存在的上述技术问题,本发明直接基于现有边坡,提供了一种加固效果好、经济实用、稳定性好以及服役寿命长的弓箭型边坡加固结构及其施工方法。Purpose of the invention: In order to solve the above-mentioned technical problems existing in the background technology, the present invention is directly based on the existing slope, and provides a bow-and-arrow-type slope reinforcement structure with good reinforcement effect, economy and practicality, good stability and long service life, and the same. Construction method.
技术方案:为了实现上述目的,本发明采用如下技术方案:Technical scheme: in order to achieve the above object, the present invention adopts the following technical scheme:
一种弓箭型边坡加固结构,所述弓箭型边坡加固结构包括沿待加固边坡的坡面横向排列的多组弓箭型加固装置;相邻两组弓箭型加固装置之间的距离是废旧轮胎直径的1~2倍;所述弓箭型加固装置包括环形废旧轮胎条、土钉以及可拆卸嵌压模具;所述环形废旧轮胎条通过可拆卸嵌压模具嵌入在待加固边坡中;所述土钉贯穿环形废旧轮胎条后并锚固在待加固边坡中。A bow and arrow type side slope reinforcement structure, the bow and arrow type side slope reinforcement structure comprises a plurality of groups of bow and arrow type reinforcement devices arranged laterally along the slope of the side slope to be reinforced; the distance between the adjacent two groups of bow and arrow type reinforcement devices is waste 1 to 2 times the diameter of the tire; the bow-and-arrow-shaped reinforcement device includes an annular waste tire strip, soil nails and a detachable embedding mold; the annular waste tire strip is embedded in the slope to be reinforced through the detachable embedding mold; The soil nails penetrate through the annular waste tire strip and are anchored in the slope to be reinforced.
作为优选,本发明所采用的环形废旧轮胎条是由废旧轮胎切割形成,所述环形废旧轮胎条的整体呈半圆形;所述环形废旧轮胎条的宽度是4~5cm;所述环形废旧轮胎条的厚度为2~3cm;所述环形废旧轮胎条的半径是35~40cm。Preferably, the annular waste tire strip used in the present invention is formed by cutting waste tires, and the whole of the annular waste tire strip is semicircular; the width of the annular waste tire strip is 4-5 cm; the annular waste tire The thickness of the strip is 2-3 cm; the radius of the annular waste tire strip is 35-40 cm.
作为优选,本发明所采用的可拆卸嵌压模具包括可拆卸套管、可拆卸连接管以及双瓣锥靴;所述可拆卸嵌压模具整体是中空的管状结构;所述可拆卸嵌压模具的结构与环形废旧轮胎条的结构相匹配;所述可拆卸套管是两个;两个可拆卸套管分别设置在可拆卸连接管两端;所述可拆卸套管的底部设置有双瓣锥靴;所述可拆卸套管的管径为4.5~5.5cm;所述可拆卸连接管的管径比可拆卸套管的管径大0.2-0.3cm;所述可拆卸套管的内壁半径是25~56cm,管壁厚0.1-0.2cm,材质是Q235-A的碳素钢;所述可拆卸连接管是整体为30°的圆环管,所述可拆卸连接管的内壁半径范围为26~57cm,所述可拆卸连接管的管壁厚0.1cm,所述可拆卸连接管的材质为Q235-A的碳素钢。Preferably, the detachable embedding mold used in the present invention includes a detachable sleeve, a detachable connecting pipe and a double-lobed cone shoe; the detachable embedding mold is a hollow tubular structure as a whole; the detachable embedding mold The structure matches the structure of the annular waste tire strip; the number of removable sleeves is two; the two removable sleeves are respectively arranged at both ends of the removable connecting pipe; the bottom of the removable sleeve is provided with double petals Cone shoe; the diameter of the detachable sleeve is 4.5-5.5cm; the diameter of the detachable connecting pipe is 0.2-0.3cm larger than that of the detachable sleeve; the radius of the inner wall of the detachable sleeve is 0.2-0.3cm It is 25-56cm, the wall thickness of the pipe is 0.1-0.2cm, and the material is Q235-A carbon steel; the detachable connecting pipe is a circular pipe with an overall shape of 30°, and the radius of the inner wall of the detachable connecting pipe is 26 to 57 cm, the wall thickness of the detachable connecting pipe is 0.1 cm, and the material of the detachable connecting pipe is Q235-A carbon steel.
作为优选,本发明所采用的可拆卸套管包括第一可拆卸套管片、第二可拆卸套管片以及螺栓;所述第一可拆卸套管片和第二可拆卸套管片相扣合并形成中空的管状结构;所述可拆卸套管通过螺栓与可拆卸连接管相连;所述可拆卸连接管上设置有预留孔;所述螺栓伸入预留孔中。Preferably, the detachable sleeve used in the present invention comprises a first detachable sleeve piece, a second detachable sleeve piece and a bolt; the first detachable sleeve piece and the second detachable sleeve piece are interlocked A hollow tubular structure is formed by merging; the detachable sleeve is connected with the detachable connecting pipe through bolts; the detachable connecting pipe is provided with a reserved hole; the bolt extends into the reserved hole.
作为优选,本发明所采用的双瓣锥靴至少包括两个结构完全相同的锥形板;多个锥形板拼接形成椎体结构;所述锥形板的顶部设置有铰链;所述双瓣锥靴通过铰链设置在可拆卸套管底部;所述双瓣锥靴的材质为Q235-A的碳素钢。Preferably, the double-lobed cone shoe used in the present invention comprises at least two conical plates with the same structure; a plurality of conical plates are spliced to form a vertebral body structure; the top of the conical plate is provided with a hinge; the double-lobed plate is provided with a hinge; The cone shoe is set at the bottom of the detachable casing through a hinge; the material of the double-lobed cone shoe is Q235-A carbon steel.
作为优选,本发明所采用的弓箭型加固装置还包括用于对弓箭型加固装置进行定位的定位套管,所述可拆卸嵌压模具通过定位套管伸入待加固边坡中。Preferably, the bow-and-arrow reinforcement device used in the present invention further includes a positioning sleeve for positioning the bow-and-arrow reinforcement device, and the detachable embedding die is inserted into the slope to be reinforced through the positioning sleeve.
作为优选,本发明所采用的定位套管包括定位支架以及与定位支架相连的定位管;所述可拆卸嵌压模具的一端伸入定位管中并通过定位管伸入待加固边坡中;所述定位管是整体为45°的圆环管,所述定位管的内壁管径为4.8-5.8cm,内壁半径范围为26~58cm,管壁厚0.1-0.2cm,管材为Q235-A的碳素钢。Preferably, the positioning sleeve used in the present invention includes a positioning bracket and a positioning tube connected with the positioning bracket; one end of the detachable embedding mold extends into the positioning tube and extends into the slope to be reinforced through the positioning tube; The positioning tube is a circular tube with an overall shape of 45°, the inner wall diameter of the positioning tube is 4.8-5.8cm, the inner wall radius is 26-58cm, the tube wall thickness is 0.1-0.2cm, and the pipe material is Q235-A carbon Plain steel.
作为优选,本发明所采用的定位支架包括三角形套管盘以及与三角形套管盘相连的支脚;所述定位管贯穿三角形套管盘并与三角形套管盘固定连接;所述支脚是三个,三个支脚两两呈120°;所述三角形套管盘和支脚材质均为Q235-A的碳素钢。Preferably, the positioning bracket used in the present invention includes a triangular casing disk and a leg connected with the triangular casing disk; the positioning pipe penetrates the triangular casing disk and is fixedly connected with the triangular casing disk; the legs are three, The three legs are 120° in pairs; the triangular casing plate and the legs are made of Q235-A carbon steel.
作为优选,本发明所采用的土钉的长度是废旧轮胎直径的1~3倍,所述土钉的钢筋直径为16~32mm,所述土钉上部带有六边形螺栓,半径为4~5cm,厚度为8cm,所述土钉的钢筋是HRB400级钢筋。Preferably, the length of the soil nail used in the present invention is 1 to 3 times the diameter of the waste tire, the diameter of the steel bar of the soil nail is 16 to 32 mm, the upper part of the soil nail is provided with hexagonal bolts, and the radius is 4 to 32 mm. 5cm, the thickness is 8cm, and the steel bar of the soil nail is HRB400 grade steel bar.
一种基于如前所述的弓箭型边坡加固结构的施工方法,所述方法包括以下步骤:A construction method based on the aforementioned bow and arrow type slope reinforcement structure, the method comprises the following steps:
1)环形废旧轮胎条的预制:选取胎面宽度为选取废旧胎面宽度是20-30cm,半径是35~40cm的废旧轮胎,以1/2切割成两半,再以4~5cm的宽度分条切开形成180°环形废旧轮胎条;1) Prefabrication of annular waste tire strips: Select the tread width as the waste tires with a width of 20-30cm and a radius of 35-40cm, cut them into two halves with 1/2, and then divide them into 4-5cm widths. The strip is cut to form a 180° annular waste tire strip;
2)根据步骤1)制备得到的环形废旧轮胎条的尺寸制作可拆卸嵌压模具:2) According to the size of the annular waste tire strip prepared in step 1), a detachable embossing mold is made:
制作两个形状为80°圆环管壁的可拆卸套管,所述可拆卸套管的内壁半径是25~56cm,管壁厚0.1-0.2cm,管径为4.5~5.5cm;Two detachable sleeves with the shape of an 80° circular pipe wall are made, the inner wall radius of the detachable sleeve is 25-56cm, the pipe wall thickness is 0.1-0.2cm, and the pipe diameter is 4.5-5.5cm;
制作形状为30°圆环管壁的可拆卸连接管,所述可拆卸连接管可拆卸连接管的管径为4.8-5.8cm,内壁半径范围为26~57cm,管壁厚0.1-0.2cm;通过铰链设置双瓣锥靴在可拆卸套管的底部,双瓣锥靴由两片相同的锥形板组成,分别通过铰链铰接在套管底部两侧;A detachable connecting pipe with a shape of a 30° circular pipe wall is made, the diameter of the detachable connecting pipe is 4.8-5.8 cm, the radius of the inner wall is 26-57 cm, and the thickness of the pipe wall is 0.1-0.2 cm; The double-lobed cone shoe is set at the bottom of the detachable casing through a hinge, and the double-lobed cone shoe is composed of two identical conical plates, which are hinged on both sides of the bottom of the casing respectively through hinges;
制作两个形状为45°圆环管壁的定位管,所述定位管内壁管径为4.8-5.8cm,内壁半径范围为26~58cm,管壁厚0.1-0.2cm;Two positioning tubes with the shape of a 45° annular tube wall are made, the inner diameter of the positioning tube is 4.8-5.8 cm, the inner wall radius is 26-58 cm, and the tube wall thickness is 0.1-0.2 cm;
制作定位套管:制作两个三角形套管盘以及三个支脚,两两支脚间呈120°,形成两个定位支架;Making positioning sleeves: Make two triangular sleeve disks and three legs, with 120° between the legs to form two positioning brackets;
3)可拆卸嵌压模具的嵌入:根据步骤1)确定的环形废旧轮胎条的布置位置,用制作好的定位套管进行两侧坡面定位,用低强度的胶布将套管底部的双瓣锥靴闭合,沿着两侧定位管的圆环路径将带有双瓣锥靴的可拆卸嵌压模具压入待加固边坡;3) Embedding of the detachable embedment mold: According to the arrangement position of the annular waste tire strip determined in step 1), use the prepared positioning sleeve to position the slope on both sides, and use low-strength tape to place the double flaps at the bottom of the sleeve. The cone shoes are closed, and along the circular path of the positioning tubes on both sides, the detachable embedding mold with the double-lobed cone shoes is pressed into the slope to be reinforced;
4)环形废旧轮胎条的安置:先拆除可拆卸连接管,将环形废旧轮胎条插入可拆卸嵌压模具的条孔中,拔出可拆卸套管,然后在环形废旧轮胎条的两侧填充带有草种的客土并压实;4) Placement of the ring-shaped waste tire strip: first remove the removable connecting pipe, insert the ring-shaped waste tire strip into the strip hole of the removable embedding mold, pull out the removable sleeve, and then fill the two sides of the ring-shaped waste tire strip with tape Guest soil with grass seed and compacted;
5)土钉的打入和锚固:在与待加固边坡相切的环形废旧轮胎条的表面直接将带有螺栓的土钉击入待加固边坡中,并固在环形废旧轮胎条表层;5) Driving and anchoring of soil nails: On the surface of the annular waste tire strip tangent to the slope to be reinforced, directly drive soil nails with bolts into the slope to be reinforced, and fix them on the surface of the annular waste tire strip;
6)重复步骤3)~5),直至将待加固边坡的表层全部覆盖。6) Repeat steps 3) to 5) until the surface layer of the slope to be reinforced is completely covered.
有益效果:本发明和现有技术相比,具有如下显著性特点:Beneficial effect: Compared with the prior art, the present invention has the following remarkable features:
本发明提供了一种弓箭型边坡加固结构,包括沿待加固边坡的坡面横向排列的多组弓箭型加固装置;相邻两组弓箭型加固装置之间的距离是废旧轮胎直径的1~2倍;弓箭型加固装置包括环形废旧轮胎条、土钉以及可拆卸嵌压模具;环形废旧轮胎条通过可拆卸嵌压模具嵌入在待加固边坡中;土钉贯穿环形废旧轮胎条后并锚固在待加固边坡中。本发明主要利用废旧轮胎、土钉作为加固边坡的主体材料,造价低廉,降低了工程材料的工程成本,具有经济与环保效益;施工工艺相对简单,与传统的土钉墙支护相比,施工成本降低,施工周期缩短;施工设备及工序简单,不需要复杂的技术和大型机具,施工对周围环境干扰小;废旧轮胎具 有耐磨损、抗老化、防震性能优良等优点,具有良好的适应变形的性能和长期稳定性,服役寿命长;环形废旧轮胎条的插入挤密了上下土体,轮胎条与土颗粒间的摩擦作用显著,从而有效阻止了边坡浅层的土体滑动;本发明所采用的这种废旧轮胎和土钉组合成的弓箭型结构,与传统的土钉墙支护相比,无需另外浇筑混凝土面层锚固;这种废旧轮胎和土钉组合成的弓箭型结构,不仅有效地提高了土体的整体刚度,弥补了土体抗拉、抗剪强度低的弱点,而且通过相互作用,加筋材料得到充分发挥,改变了边坡变形和破坏的性状,显著提高边坡整体稳定性。本发明轮胎放置方式与传统的平放堆叠方式相比施工工艺简便,无需开挖边坡,对原位土的扰动小。与传统土钉支护相比,无需浇筑养护混凝土,造价低廉、施工周期短,施工工序简单。本发明形成的弓箭型结构加固边坡的方法,无需设置面层,直接将土钉锚固在废旧轮胎表层,通过相互作用,加筋材料得到充分发挥,显著提高边坡整体稳定性。The present invention provides a bow-and-arrow-type side slope reinforcement structure, which comprises multiple groups of bow-and-arrow-type reinforcement devices arranged laterally along the slope surface of the side slope to be reinforced; ~2 times; the bow-and-arrow type reinforcement device includes annular waste tire strips, soil nails and a detachable embedding mold; the annular waste tire strip is embedded in the slope to be reinforced through the removable embedding mold; the soil nails penetrate the annular waste tire strip and Anchored in the slope to be reinforced. The invention mainly uses waste tires and soil nails as the main material for reinforcing the slope, and has low cost, reduces the engineering cost of engineering materials, and has economic and environmental protection benefits; the construction process is relatively simple, and compared with the traditional soil nail wall support, The construction cost is reduced and the construction period is shortened; the construction equipment and procedures are simple, and complex technologies and large-scale machinery are not required, and the construction has little interference to the surrounding environment; waste tires have the advantages of wear resistance, anti-aging, and excellent shock resistance, and have good adaptability Deformation performance and long-term stability, long service life; the insertion of annular waste tire strips compacts the upper and lower soil, and the friction between the tire strips and soil particles is significant, thus effectively preventing the soil from sliding in the shallow layer of the slope; Compared with the traditional soil nail wall support, the bow-and-arrow-shaped structure composed of waste tires and soil nails used in the invention does not require additional concrete surface anchoring; the bow-and-arrow-shaped structure composed of waste tires and soil nails , not only effectively improves the overall stiffness of the soil, but also makes up for the weak point of low tensile and shear strength of the soil, and through the interaction, the reinforced material is fully utilized, changing the properties of slope deformation and failure, significantly improving the The overall stability of the slope. Compared with the traditional flat laying and stacking method, the tire placement method of the present invention has a simpler construction process, does not need to excavate a side slope, and has little disturbance to the in-situ soil. Compared with the traditional soil nail support, it does not need to pour and maintain concrete, the cost is low, the construction period is short, and the construction process is simple. The method for reinforcing the slope with the bow-and-arrow structure formed by the invention directly anchors the soil nails on the surface layer of the waste tire without setting the surface layer.
图1是本发明所提供的弓箭型边坡加固结构的透视结构示意图;Fig. 1 is the perspective structure schematic diagram of the bow-and-arrow-shaped slope reinforcement structure provided by the present invention;
图2是本发明所提供的弓箭型边坡加固结构的位置布置图;Fig. 2 is the positional arrangement diagram of the bow and arrow type slope reinforcement structure provided by the present invention;
图3是本发明所采用的环形废旧轮胎条的制作过程示意图;Fig. 3 is the manufacturing process schematic diagram of the annular waste tire strip adopted in the present invention;
图4是本发明所采用的带有螺栓的土钉的结构示意图;Fig. 4 is the structural representation of the soil nail with bolt adopted in the present invention;
图5是本发明所采用的组合式弓箭型加固结构示意图;5 is a schematic diagram of the combined bow and arrow type reinforcement structure adopted in the present invention;
图6是本发明所采用的嵌压模具的结构示意图;Fig. 6 is the structural representation of the embossing die adopted in the present invention;
图7是本发明所采用的可拆卸套管的结构示意图;Fig. 7 is the structural representation of the detachable sleeve adopted by the present invention;
图8是本发明所采用的可拆卸连接管的结构示意图;Fig. 8 is the structural representation of the detachable connecting pipe adopted in the present invention;
图9是本发明所采用的双瓣锥靴的结构示意图;Fig. 9 is the structural representation of the double-lobed cone shoe adopted by the present invention;
图10是本发明所采用的定位套管的结构示意图;Fig. 10 is the structural representation of the positioning sleeve adopted by the present invention;
图11是本发明所采用的定位管的结构示意图;Fig. 11 is the structural representation of the positioning pipe adopted in the present invention;
其中:in:
1-环形废旧轮胎条;2-土钉;3-边坡;4-客土;5-可拆卸嵌压模具;51-可拆卸套管;511-第一可拆卸套管片;512-第二可拆卸套管片;513-螺栓;52-可拆卸连接管;521-预留孔;53-双瓣锥靴;531-铰链;532-锥形板;6-定位套管;61-定位支架;611-三角形套管盘;612-支脚;62-定位管。1- annular waste tire strip; 2- soil nails; 3- side slope; 4- foreign soil; 5- removable insert mould; 51- removable casing; 511- the first removable casing sheet; 512- the first Two removable sleeve pieces; 513-bolt; 52-removable connecting pipe; 521-reserved hole; 53-double cone shoe; 531-hinge; 532-conical plate; 6-positioning sleeve; 61-positioning Bracket; 611-triangular casing plate; 612-foot; 62-positioning tube.
以说明书附图所示的方向为上、下、左、右。The directions shown in the drawings in the description are up, down, left and right.
参见图1以及图2,本发明提供了一种弓箭型边坡加固结构,包括沿待加固边坡3的坡 面横向排列的多组弓箭型加固装置;相邻两组弓箭型加固装置之间的距离是相等的,废旧轮胎直径的1~2倍,例如可以选择1.2~1.5m;弓箭型加固装置包括环形废旧轮胎条1、土钉2以及可拆卸嵌压模具5;环形废旧轮胎条1通过可拆卸嵌压模具5嵌入在待加固边坡3中;土钉2贯穿环形废旧轮胎条1后并锚固在待加固边坡3中。待加固边坡3为可塑状态的黏土边坡或处于可塑和流塑状态之间的软黏土边坡。Referring to FIG. 1 and FIG. 2, the present invention provides a bow-and-arrow-type side slope reinforcement structure, comprising multiple groups of bow-and-arrow-type reinforcement devices arranged laterally along the slope of the side slope 3 to be reinforced; The distance between the tires is equal, 1 to 2 times the diameter of the waste tire, for example, 1.2 to 1.5m can be selected; the bow and arrow type reinforcement device includes annular waste tire strips 1, soil nails 2 and detachable embedding molds 5; annular waste tire strips 1 It is embedded in the side slope 3 to be reinforced through a detachable embedding die 5 ; the soil nail 2 penetrates the annular waste tire strip 1 and is anchored in the side slope 3 to be reinforced. The slope 3 to be reinforced is a clay slope in a plastic state or a soft clay slope between the plastic state and the fluid plastic state.
参见图3,本发明所采用的环形废旧轮胎条1是由废旧轮胎切割形成,环形废旧轮胎条1的整体呈半圆形;环形废旧轮胎条1的宽度是4~5cm;环形废旧轮胎条1的厚度为2~3cm;环形废旧轮胎条1的半径是35~40cm,废旧轮胎的胎面宽度为20-30cm。Referring to Fig. 3, the annular waste tire strip 1 adopted in the present invention is formed by cutting waste tires, and the whole of the annular waste tire strip 1 is semicircular; the width of the annular waste tire strip 1 is 4-5 cm; The thickness of the waste tire is 2-3 cm; the radius of the annular waste tire strip 1 is 35-40 cm, and the tread width of the waste tire is 20-30 cm.
参见图6,本发明所采用的可拆卸嵌压模具5包括可拆卸套管51、可拆卸连接管52以及双瓣锥靴53;可拆卸嵌压模具5整体是中空的管状结构;可拆卸嵌压模具5的结构与环形废旧轮胎条1的结构相匹配;可拆卸套管51是两个;两个可拆卸套管51分别设置在可拆卸连接管52两端;可拆卸套管51的底部设置有双瓣锥靴53;可拆卸套管51的管径为4.5~5.5cm;可拆卸连接管52的管径比可拆卸套管51的管径略大0.2~0.3cm;可拆卸套管51的内壁半径是25~56cm,管壁厚0.1-0.2cm,材质是Q235-A的碳素钢;可拆卸连接管52是整体为30°的圆环管,可拆卸连接管52的内壁半径范围为26~57cm,可拆卸连接管52的管壁厚0.1cm,可拆卸连接管52的材质为Q235-A的碳素钢。6, the detachable embedding mold 5 used in the present invention includes a detachable sleeve 51, a detachable connecting pipe 52 and a double-lobed cone shoe 53; the detachable embedding mold 5 is a hollow tubular structure as a whole; The structure of the pressing die 5 matches the structure of the annular waste tire strip 1; the number of removable sleeves 51 is two; the two removable sleeves 51 are respectively arranged at both ends of the removable connecting pipe 52; A double-lobed cone shoe 53 is provided; the diameter of the detachable sleeve 51 is 4.5-5.5 cm; the diameter of the detachable connecting pipe 52 is slightly larger than that of the detachable sleeve 51 by 0.2-0.3 cm; the detachable sleeve The inner wall radius of 51 is 25-56cm, the wall thickness of the pipe is 0.1-0.2cm, and the material is Q235-A carbon steel; The range is 26-57 cm, the wall thickness of the detachable connecting pipe 52 is 0.1 cm, and the material of the detachable connecting pipe 52 is Q235-A carbon steel.
参见图7以及图8,本发明所采用的可拆卸套管51包括第一可拆卸套管片511、第二可拆卸套管片512以及螺栓513;第一可拆卸套管片511和第二可拆卸套管片512相扣合并形成中空的管状结构,可拆卸套管两侧部分第一可拆卸套管片511和第二可拆卸套管片512沿着管壁滑槽滑动拆卸。可拆卸套管51通过螺栓513与可拆卸连接管52相连;可拆卸连接管52上设置有预留孔521;螺栓513伸入预留孔521中,可拆卸连接管两侧部分沿着管壁滑槽滑动拆卸。7 and 8, the detachable sleeve 51 used in the present invention includes a first detachable sleeve piece 511, a second detachable sleeve piece 512 and a bolt 513; the first detachable sleeve piece 511 and the second detachable sleeve piece 511 The detachable sleeve pieces 512 are interlocked to form a hollow tubular structure. The first detachable sleeve pieces 511 and the second detachable sleeve pieces 512 on both sides of the detachable sleeve slide and disassemble along the pipe wall chute. The detachable sleeve 51 is connected with the detachable connecting pipe 52 through the bolt 513; the detachable connecting pipe 52 is provided with a reserved hole 521; the bolt 513 extends into the reserved hole 521, and the two sides of the detachable connecting pipe are along the pipe wall Chute sliding removal.
参见图9,本发明所采用的双瓣锥靴53至少包括两个结构完全相同的锥形板532;多个锥形板532拼接形成椎体结构;锥形板532的顶部设置有铰链531;双瓣锥靴53通过铰链531设置在可拆卸套管51底部;双瓣锥靴53的材质为Q235-A的碳素钢。Referring to FIG. 9 , the double-lobed cone shoe 53 used in the present invention includes at least two conical plates 532 with the same structure; a plurality of conical plates 532 are spliced to form a vertebral body structure; the top of the conical plate 532 is provided with a hinge 531; The double-lobed cone shoe 53 is set at the bottom of the detachable sleeve 51 through the hinge 531; the material of the double-lobed cone shoe 53 is Q235-A carbon steel.
参见图10以及图11,本发明所提供的弓箭型加固装置还包括用于对弓箭型加固装置进行定位的定位套管6,可拆卸嵌压模具5通过定位套管6伸入待加固边坡3中。定位套管6包括定位支架61以及与定位支架61相连的定位管62;可拆卸嵌压模具5的一端伸入定位管62中并通过定位管62伸入待加固边坡3中;定位管62是整体为45°的圆环管,定位管62的内壁管径为4.8-5.8cm,内壁半径范围为26~58cm,管壁厚0.1-0.2cm,管材为Q235-A的碳 素钢。优选地,定位管62焊接在三角形套管盘611上,以便进行坡面定位。10 and 11 , the bow-and-arrow reinforcement device provided by the present invention also includes a positioning sleeve 6 for positioning the bow-and-arrow reinforcement device, and the detachable embedding die 5 extends into the slope to be reinforced through the positioning sleeve 6 3 in. The positioning sleeve 6 includes a positioning bracket 61 and a positioning tube 62 connected with the positioning bracket 61; one end of the detachable embedding die 5 extends into the positioning tube 62 and extends into the slope 3 to be reinforced through the positioning tube 62; the positioning tube 62 It is a circular tube with a whole 45°, the inner wall diameter of the positioning tube 62 is 4.8-5.8cm, the inner wall radius is 26-58cm, the tube wall thickness is 0.1-0.2cm, and the tube material is Q235-A carbon steel. Preferably, the positioning pipe 62 is welded on the triangular casing disk 611 for slope positioning.
定位支架61包括三角形套管盘611以及与三角形套管盘611相连的支脚612;定位管62贯穿三角形套管盘611并与三角形套管盘611固定连接;支脚612是三个,三个支脚两两呈120°;三角形套管盘611和支脚612材质均为Q235-A的碳素钢。The positioning bracket 61 includes a triangular casing plate 611 and a support foot 612 connected with the triangular casing plate 611; the positioning tube 62 penetrates the triangular casing plate 611 and is fixedly connected with the triangular casing plate 611; The two are 120°; the triangular casing plate 611 and the supporting feet 612 are made of Q235-A carbon steel.
参见图4,本发明所采用的土钉2的长度是废旧轮胎直径的1~3倍,例如是1.5~1.8m,土钉2的钢筋直径为16~32mm,土钉2上部带有六边形螺栓,半径为4~5cm,厚度为8cm,土钉2的钢筋是HRB400级钢筋。Referring to Figure 4, the length of the soil nail 2 used in the present invention is 1 to 3 times the diameter of the waste tire, for example, 1.5 to 1.8 m. Bolts with a radius of 4 to 5 cm and a thickness of 8 cm. The reinforcement of soil nail 2 is HRB400 grade reinforcement.
一种基于如前所述的弓箭型边坡加固结构的施工方法,该方法包括以下步骤:A construction method based on the aforementioned bow and arrow type slope reinforcement structure, the method comprises the following steps:
1)环形废旧轮胎条1的预制:选取胎面宽度为选取废旧胎面宽度是20-30cm,半径是35~40cm的废旧轮胎,以1/2切割成两半,再以4~5cm的宽度分条切开形成180°环形废旧轮胎条1;1) Prefabrication of the annular waste tire strip 1: Select the tread width as the waste tire with a width of 20-30cm and a radius of 35-40cm, cut it into two halves with 1/2, and then use a width of 4-5cm Slitting and cutting to form a 180° annular waste tire strip 1;
2)根据步骤1)制备得到的环形废旧轮胎条1的尺寸制作可拆卸嵌压模具5:2) According to the size of the annular waste tire strip 1 prepared in step 1), a detachable embedding mold 5 is made:
制作两个形状为80°圆环管壁的可拆卸套管51,可拆卸套管51的内壁半径是25~56cm,管壁厚0.1-0.2cm,管径为4.5~5.5cm;Two detachable sleeves 51 with the shape of an 80° circular pipe wall are made, the inner wall radius of the detachable sleeve 51 is 25-56 cm, the pipe wall thickness is 0.1-0.2 cm, and the pipe diameter is 4.5-5.5 cm;
制作形状为30°圆环管壁的可拆卸连接管52,可拆卸连接管52可拆卸连接管52的管径为4.8-5.8cm,内壁半径范围为26~57cm,管壁厚0.1-0.2cm;通过铰链531设置双瓣锥靴53在可拆卸套管51的底部,双瓣锥靴53由两片相同的锥形板532组成,分别通过铰链531铰接在套管底部两侧;A detachable connecting pipe 52 with a shape of a 30° circular pipe wall is made. The diameter of the detachable connecting pipe 52 is 4.8-5.8 cm, the radius of the inner wall is 26-57 cm, and the thickness of the pipe wall is 0.1-0.2 cm. The double-lobed cone shoe 53 is set at the bottom of the detachable casing 51 by the hinge 531, and the double-lobed cone shoe 53 is composed of two identical conical plates 532, which are hinged on both sides of the casing bottom through the hinge 531;
制作两个形状为45°圆环管壁的定位管62,定位管62内壁管径为4.8-5.8cm,内壁半径范围为26~58cm,管壁厚0.1-0.2cm;Two positioning tubes 62 with a shape of a 45° circular tube wall are made, the inner diameter of the positioning tube 62 is 4.8-5.8 cm, the inner wall radius is 26-58 cm, and the tube wall thickness is 0.1-0.2 cm;
制作定位套管6:制作两个三角形套管盘611以及三个支脚612,两两支脚612间呈120°,形成两个定位支架61;Making the positioning sleeve 6 : making two triangular sleeve disks 611 and three legs 612 , the two legs 612 are at 120° to form two positioning brackets 61 ;
3)可拆卸嵌压模具5的嵌入:根据步骤1)确定的环形废旧轮胎条1的布置位置,用制作好的定位套管6进行两侧坡面定位,用低强度的胶布将套管51底部的双瓣锥靴53闭合,沿着两侧定位管62的圆环路径将带有双瓣锥靴53的可拆卸嵌压模具5压入待加固边坡3;3) Embedding of the detachable pressing mold 5: According to the arrangement position of the annular waste tire strip 1 determined in step 1), use the prepared positioning sleeve 6 to position the slope on both sides, and use a low-strength tape to cover the sleeve 51. The double-lobed cone shoe 53 at the bottom is closed, and the detachable embedding mold 5 with the double-lobed cone shoe 53 is pressed into the slope 3 to be reinforced along the annular path of the positioning tubes 62 on both sides;
4)环形废旧轮胎条1的安置:先拆除可拆卸连接管52,将环形废旧轮胎条1插入可拆卸嵌压模具5的条孔中,拔出可拆卸套管51,然后在环形废旧轮胎条1的两侧填充带有草种的客土4并压实;4) Placement of the annular waste tire strip 1: first remove the detachable connecting pipe 52, insert the annular waste tire strip 1 into the strip hole of the detachable embedding die 5, pull out the detachable sleeve 51, and then insert the annular waste tire strip Both sides of 1 are filled with foreign soil 4 with grass seeds and compacted;
5)土钉2的打入和锚固:在与待加固边坡3相切的环形废旧轮胎条1的表面直接将带有螺栓的土钉2击入待加固边坡3中,并固在环形废旧轮胎条1表层;5) Driving and anchoring of soil nails 2: Directly drive soil nails 2 with bolts into the slope 3 to be reinforced on the surface of the annular waste tire strip 1 tangent to the slope 3 to be reinforced, and fix them in the annular 1 surface layer of waste tire strips;
6)重复步骤3)~5),直至将待加固边坡3的表层全部覆盖。6) Repeat steps 3) to 5) until the surface layer of the slope 3 to be reinforced is completely covered.
具体实施例:Specific examples:
在某待加固边坡的施工工地,基于本发明所提供的加固方法,具体操作是:On a construction site of a slope to be reinforced, based on the reinforcement method provided by the present invention, the specific operations are:
1)环形废旧轮胎条1的预制:选取胎面宽度为选取废旧胎面宽度为20cm,半径为40cm的废旧轮胎,以1/2切开得到环形废旧轮胎条1,再以4cm的宽度分条切开形成180°环形废旧轮胎条1,切割条厚度为2cm。切割条总数为100,环形废旧轮胎条两两之间的距离为1.5m;1) Prefabrication of annular waste tire strip 1: Select the tread width as the waste tire with a waste tread width of 20cm and a radius of 40cm, cut it with 1/2 to obtain an annular waste tire strip 1, and then divide it into strips with a width of 4cm Cut to form a 180° annular waste tire strip 1, and the thickness of the cut strip is 2 cm. The total number of cutting strips is 100, and the distance between two annular waste tire strips is 1.5m;
2)制作可拆卸嵌压模具5;根据环形废旧轮胎条1的尺寸制作可拆卸嵌压模具5,制作两个形状为80°圆环管壁的可拆卸套管51,内壁半径为40cm,管孔直径为5cm,管壁厚0.1cm,制作形状为30°圆环管壁的可拆卸连接管52,内壁半径为41cm,管孔直径为5.2cm,管壁厚0.1cm,通过铰链531设置双瓣锥靴53在可拆卸套管51的底部,双瓣锥靴53由两片相同的锥形板532组成,分别通过铰链531铰接在套管底部两侧,制作两个形状为45°圆环管壁的定位管62,内壁半径为42cm,管孔直径为6cm,管壁厚0.1cm,制作两个三角形套管盘611以及六个支脚612,两两支脚612间呈120°,形成两个定位支架61,可拆卸套管51、可拆卸连接管52、双瓣锥靴53、套管盘611、支脚612和定位管62的材质均为Q235-A的碳素钢。2) Make a detachable embedding mold 5; make a detachable embedding mold 5 according to the size of the annular waste tire strip 1, and make two detachable sleeves 51 in the shape of an 80° annular pipe wall, the inner wall radius is 40cm, and the pipe The diameter of the hole is 5cm, the thickness of the pipe wall is 0.1cm, and the detachable connecting pipe 52 with the shape of a 30° circular pipe wall is made, the inner wall radius is 41cm, the diameter of the pipe hole is 5.2cm, and the pipe wall thickness is 0.1cm. The flap cone shoe 53 is at the bottom of the detachable sleeve 51, and the double-flap cone shoe 53 is composed of two identical conical plates 532, which are hinged on both sides of the bottom of the sleeve through hinges 531 to make two rings with a shape of 45°. The positioning pipe 62 of the pipe wall, the inner wall radius is 42cm, the diameter of the pipe hole is 6cm, and the pipe wall thickness is 0.1cm. Two triangular casing disks 611 and six legs 612 are made, and the two legs 612 are at 120°, forming two The positioning bracket 61 , the detachable sleeve 51 , the detachable connecting pipe 52 , the double-lobed cone shoe 53 , the sleeve plate 611 , the feet 612 and the positioning pipe 62 are all made of Q235-A carbon steel.
3)可拆卸嵌压模具5嵌入和轮胎条安置:根据(1)确定的环形废旧轮胎条1布置位置,用制作好的定位套管6进行两侧坡面定位,用低强度的胶布将套管51底部的双瓣锥靴53闭合,沿着两侧定位管62的圆环路径将带有双瓣锥靴53的可拆卸嵌压模具5压入软质边坡3;3) Embedding of detachable embossing mold 5 and placement of tire strips: According to the layout position of annular waste tire strips 1 determined in (1), use the prepared positioning sleeve 6 to locate the slope on both sides, and use low-strength adhesive tape to cover the sleeve. The double-lobed cone shoes 53 at the bottom of the tube 51 are closed, and the detachable embedding mold 5 with the double-lobed cone shoes 53 is pressed into the soft slope 3 along the annular path of the positioning tubes 62 on both sides;
4)环形废旧轮胎条1的安置:先拆除可拆卸连接管52,将环形废旧轮胎条1插入可拆卸嵌压模具5的条孔中,拔出可拆卸套管51,然后在两侧填充带有草种的客土并压实;4) Placement of the annular waste tire strip 1: first remove the detachable connecting pipe 52, insert the annular waste tire strip 1 into the strip hole of the detachable embedding die 5, pull out the detachable sleeve 51, and then fill the tape on both sides Guest soil with grass seed and compacted;
5)土钉2的打入和锚固:在与边坡相切的环形废旧轮胎条1的表面直接将带有螺栓的土钉2击入边坡,并固在环形废旧轮胎条1表层。待加固边坡为可塑状态的黏土边坡或处于可塑和流塑状态之间的软黏土边坡。5) Driving and anchoring of soil nails 2: Directly drive soil nails 2 with bolts into the slope on the surface of the annular waste tire strip 1 tangent to the side slope, and fix it on the surface of the annular waste tire strip 1. The slope to be reinforced is a clay slope in a plastic state or a soft clay slope between the plastic and flow plastic states.
6)重复上述3)~5)步骤,直至将需要加固的边坡表层全部覆盖。6) Repeat the above steps 3) to 5) until the surface layer of the slope to be reinforced is completely covered.
Claims (10)
- 一种弓箭型边坡加固结构,其特征在于:所述弓箭型边坡加固结构包括沿待加固边坡(3)的坡面横向排列的多组弓箭型加固装置;相邻两组弓箭型加固装置之间的距离是废旧轮胎直径的1~2倍;所述弓箭型加固装置包括环形废旧轮胎条(1)、土钉(2)以及可拆卸嵌压模具(5);所述环形废旧轮胎条(1)通过可拆卸嵌压模具(5)嵌入在待加固边坡(3)中;所述土钉(2)贯穿环形废旧轮胎条(1)后并锚固在待加固边坡(3)中。A bow-and-arrow-shaped side slope reinforcement structure, characterized in that: the bow-and-arrow-shaped side slope reinforcement structure comprises a plurality of sets of bow-and-arrow-shaped reinforcement devices arranged laterally along the slope surface of the side slope (3) to be reinforced; The distance between the devices is 1 to 2 times the diameter of the waste tires; the bow-and-arrow-shaped reinforcement device comprises annular waste tire strips (1), soil nails (2) and a removable embedding mold (5); the annular waste tires The strip (1) is embedded in the side slope (3) to be reinforced through a detachable embedding die (5); the soil nail (2) penetrates through the annular waste tire strip (1) and is anchored on the side slope (3) to be reinforced middle.
- 根据权利要求1所述的弓箭型边坡加固结构,其特征在于:所述环形废旧轮胎条(1)是由废旧轮胎切割形成,所述环形废旧轮胎条(1)的整体呈半圆形;所述环形废旧轮胎条(1)的宽度是4~5cm;所述环形废旧轮胎条(1)的厚度为2~3cm;所述环形废旧轮胎条(1)的半径是35~40cm。The bow-and-arrow-shaped slope reinforcement structure according to claim 1, wherein the annular waste tire strip (1) is formed by cutting waste tires, and the whole of the annular waste tire strip (1) is semicircular; The width of the annular scrap tire strip (1) is 4-5 cm; the thickness of the annular scrap tire strip (1) is 2-3 cm; the radius of the annular scrap tire strip (1) is 35-40 cm.
- 根据权利要求2所述的弓箭型边坡加固结构,其特征在于:所述可拆卸嵌压模具(5)包括可拆卸套管(51)、可拆卸连接管(52)以及双瓣锥靴(53);所述可拆卸嵌压模具(5)整体是中空的管状结构;所述可拆卸嵌压模具(5)的结构与环形废旧轮胎条(1)的结构相匹配;所述可拆卸套管(51)是两个;两个可拆卸套管(51)分别设置在可拆卸连接管(52)两端;所述可拆卸套管(51)的底部设置有双瓣锥靴(53);所述可拆卸套管(51)的管径为4.5~5.5cm;所述可拆卸连接管(52)的管径比可拆卸套管(51)的管径大0.2-0.3cm;所述可拆卸套管(51)的内壁半径是25~56cm,管壁厚0.1-0.2cm,材质是Q235-A的碳素钢;所述可拆卸连接管(52)是整体为30°的圆环管,所述可拆卸连接管(52)的内壁半径范围为26~57cm,所述可拆卸连接管(52)的管壁厚0.1cm,所述可拆卸连接管(52)的材质为Q235-A的碳素钢。The bow-and-arrow-shaped slope reinforcement structure according to claim 2, characterized in that: the detachable embedding die (5) comprises a detachable sleeve (51), a detachable connecting pipe (52) and a double-lobed cone shoe (5). 53); the detachable embedding mold (5) is a hollow tubular structure as a whole; the structure of the detachable embedding mold (5) matches the structure of the annular waste tire strip (1); the detachable sleeve There are two pipes (51); two detachable sleeves (51) are respectively arranged at both ends of the detachable connecting pipe (52); the bottom of the detachable sleeve (51) is provided with a double-lobed cone shoe (53) the diameter of the detachable sleeve (51) is 4.5-5.5cm; the diameter of the detachable connecting pipe (52) is 0.2-0.3cm larger than the diameter of the detachable sleeve (51); the The inner wall radius of the detachable sleeve (51) is 25-56cm, the thickness of the pipe wall is 0.1-0.2cm, and the material is Q235-A carbon steel; the detachable connecting pipe (52) is a circular ring with an overall shape of 30° pipe, the radius of the inner wall of the detachable connecting pipe (52) is 26-57 cm, the thickness of the pipe wall of the detachable connecting pipe (52) is 0.1 cm, and the material of the detachable connecting pipe (52) is Q235- A carbon steel.
- 根据权利要求3所述的弓箭型边坡加固结构,其特征在于:所述可拆卸套管(51)包括第一可拆卸套管片(511)、第二可拆卸套管片(512)以及螺栓(513);所述第一可拆卸套管片(511)和第二可拆卸套管片(512)相扣合并形成中空的管状结构;所述可拆卸套管(51)通过螺栓(513)与可拆卸连接管(52)相连;所述可拆卸连接管(52)上设置有预留孔(521);所述螺栓(513)伸入预留孔(521)中。The bow-and-arrow-shaped slope reinforcement structure according to claim 3, wherein the detachable sleeve (51) comprises a first detachable sleeve piece (511), a second detachable sleeve piece (512) and Bolt (513); the first detachable sleeve piece (511) and the second detachable sleeve piece (512) are interlocked to form a hollow tubular structure; the detachable sleeve (51) is passed through the bolt (513) ) is connected to the detachable connecting pipe (52); the detachable connecting pipe (52) is provided with a reserved hole (521); the bolt (513) extends into the reserved hole (521).
- 根据权利要求4所述的弓箭型边坡加固结构,其特征在于:所述双瓣锥靴(53)至少包括两个结构完全相同的锥形板(532);多个锥形板(532)拼接形成椎体结构;所述锥形板(532)的顶部设置有铰链(531);所述双瓣锥靴(53)通过铰链(531)设置在可拆卸套管(51)底部;所述双瓣锥靴(53)的材质为Q235-A的碳素钢。The bow-and-arrow-shaped slope reinforcement structure according to claim 4, characterized in that: the double-lobed cone shoe (53) at least comprises two conical plates (532) with identical structures; a plurality of conical plates (532) A vertebral body structure is formed by splicing; the top of the conical plate (532) is provided with a hinge (531); the double-lobed cone shoe (53) is set at the bottom of the detachable sleeve (51) through the hinge (531); the The material of the double-lobed cone shoe (53) is Q235-A carbon steel.
- 根据权利要求1或2或3或4或5所述的弓箭型边坡加固结构,其特征在于:所述弓箭型加固装置还包括用于对弓箭型加固装置进行定位的定位套管(6),所述可拆卸嵌压模具 (5)通过定位套管(6)伸入待加固边坡(3)中。The bow-and-arrow-shaped side slope reinforcement structure according to claim 1 or 2 or 3 or 4 or 5, wherein the bow-and-arrow-shaped reinforcement device further comprises a positioning sleeve (6) for positioning the bow-and-arrow-shaped reinforcement device , the detachable embedding die (5) extends into the side slope (3) to be reinforced through the positioning sleeve (6).
- 根据权利要求6所述的弓箭型边坡加固结构,其特征在于:所述定位套管(6)包括定位支架(61)以及与定位支架(61)相连的定位管(62);所述可拆卸嵌压模具(5)的一端伸入定位管(62)中并通过定位管(62)伸入待加固边坡(3)中;所述定位管(62)是整体为45°的圆环管,所述定位管(62)的内壁管径为4.8-5.8cm,内壁半径范围为26~58cm,管壁厚0.1-0.2cm,管材为Q235-A的碳素钢。The bow-and-arrow-shaped slope reinforcement structure according to claim 6, characterized in that: the positioning sleeve (6) comprises a positioning bracket (61) and a positioning pipe (62) connected with the positioning bracket (61); One end of the dismantling and pressing die (5) is inserted into the positioning pipe (62) and inserted into the side slope (3) to be reinforced through the positioning pipe (62); the positioning pipe (62) is a circular ring with an overall shape of 45° Pipe, the inner wall diameter of the positioning pipe (62) is 4.8-5.8cm, the inner wall radius is 26-58cm, the pipe wall thickness is 0.1-0.2cm, and the pipe material is Q235-A carbon steel.
- 根据权利要求7所述的弓箭型边坡加固结构,其特征在于:所述定位支架(61)包括三角形套管盘(611)以及与三角形套管盘(611)相连的支脚(612);所述定位管(62)贯穿三角形套管盘(611)并与三角形套管盘(611)固定连接;所述支脚(612)是三个,三个支脚两两呈120°;所述三角形套管盘(611)和支脚(612)材质均为Q235-A的碳素钢。The bow-and-arrow-shaped slope reinforcement structure according to claim 7, characterized in that: the positioning bracket (61) comprises a triangular casing disk (611) and a support foot (612) connected with the triangular casing disk (611); The positioning pipe (62) penetrates through the triangular casing plate (611) and is fixedly connected with the triangular casing plate (611); the support feet (612) are three, and the three support legs are 120° in pairs; the triangular sleeve Both the disc (611) and the support feet (612) are made of Q235-A carbon steel.
- 根据权利要求8所述的弓箭型边坡加固结构,其特征在于:所述土钉(2)的长度是废旧轮胎直径的1~3倍,所述土钉(2)的钢筋直径为16~32mm,所述土钉(2)上部带有六边形螺栓,半径为4~5cm,厚度为8cm,所述土钉(2)的钢筋是HRB400级钢筋。The bow-and-arrow-shaped slope reinforcement structure according to claim 8, characterized in that: the length of the soil nails (2) is 1-3 times the diameter of the waste tires, and the diameter of the reinforcing bars of the soil nails (2) is 16-3 32 mm, the upper part of the soil nail (2) is provided with a hexagonal bolt, the radius is 4-5 cm, and the thickness is 8 cm, and the reinforcing bar of the soil nail (2) is HRB400 grade steel bar.
- 一种基于如权利要求9所述的弓箭型边坡加固结构的施工方法,其特征在于:所述方法包括以下步骤:A construction method based on the bow-and-arrow-shaped slope reinforcement structure as claimed in claim 9, characterized in that: the method comprises the following steps:1)环形废旧轮胎条(1)的预制:选取胎面宽度为选取废旧胎面宽度是20-30cm,半径是35~40cm的废旧轮胎,以1/2切割成两半,再以4~5cm的宽度分条切开形成180°环形废旧轮胎条(1);1) Prefabrication of annular waste tire strips (1): Select the tread width as the waste tires with a tread width of 20-30cm and a radius of 35-40cm, cut into two halves at 1/2, and then use 4-5cm The width of the strip is cut to form a 180° annular waste tire strip (1);2)根据步骤1)制备得到的环形废旧轮胎条(1)的尺寸制作可拆卸嵌压模具(5):2) According to the size of the annular waste tire strip (1) prepared in step 1), a detachable embedding mold (5) is made:制作两个形状为80°圆环管壁的可拆卸套管(51),所述可拆卸套管(51)的内壁半径是25~56cm,管壁厚0.1-0.2cm,管径为4.5~5.5cm;Two detachable sleeves (51) in the shape of an 80° annular pipe wall are made, the inner wall radius of the detachable sleeve (51) is 25-56 cm, the pipe wall thickness is 0.1-0.2 cm, and the pipe diameter is 4.5- 5.5cm;制作形状为30°圆环管壁的可拆卸连接管(52),所述可拆卸连接管(52)可拆卸连接管(52)的管径为4.8-5.8cm,内壁半径范围为26~57cm,管壁厚0.1-0.2cm;通过铰链(531)设置双瓣锥靴(53)在可拆卸套管(51)的底部,双瓣锥靴(53)由两片相同的锥形板(532)组成,分别通过铰链(531)铰接在套管底部两侧;A detachable connecting pipe (52) having a shape of a 30° annular pipe wall is manufactured, the diameter of the detachable connecting pipe (52) and the detachable connecting pipe (52) are 4.8-5.8 cm, and the radius of the inner wall is 26-57 cm , the tube wall thickness is 0.1-0.2cm; the double-lobed cone shoe (53) is set at the bottom of the detachable sleeve (51) through the hinge (531), and the double-lobed cone shoe (53) consists of two identical conical plates (532). ), which are respectively hinged on both sides of the bottom of the casing through hinges (531);制作两个形状为45°圆环管壁的定位管(62),所述定位管(62)内壁管径为4.8-5.8cm,内壁半径范围为26~58cm,管壁厚0.1-0.2cm;Two positioning tubes (62) with a shape of a 45° annular tube wall are made, the inner wall diameter of the positioning tubes (62) is 4.8-5.8 cm, the inner wall radius is 26-58 cm, and the tube wall thickness is 0.1-0.2 cm;制作定位套管(6):制作两个三角形套管盘(611)以及三个支脚(612),两两支脚(612)间呈120°,形成两个定位支架(61);Making the positioning sleeve (6): making two triangular sleeve disks (611) and three legs (612), the two legs (612) are at 120° to form two positioning brackets (61);3)可拆卸嵌压模具(5)的嵌入:根据步骤1)确定的环形废旧轮胎条(1)的布置位置, 用制作好的定位套管(6)进行两侧坡面定位,用低强度的胶布将套管(51)底部的双瓣锥靴(53)闭合,沿着两侧定位管(62)的圆环路径将带有双瓣锥靴(53)的可拆卸嵌压模具(5)压入待加固边坡(3);3) Embedding of the detachable embedding mold (5): According to the arrangement position of the annular waste tire strip (1) determined in step 1), use the prepared positioning sleeve (6) to position the slope on both sides, and use low-strength The tape closes the double-lobed cone shoe (53) at the bottom of the sleeve (51), and along the annular path of the positioning tubes (62) on both sides, the detachable embedding mold (5) with the double-lobed cone shoe (53) is placed. ) pressed into the slope to be reinforced (3);4)环形废旧轮胎条(1)的安置:先拆除可拆卸连接管(52),将环形废旧轮胎条(1)插入可拆卸嵌压模具(5)的条孔中,拔出可拆卸套管(51),然后在环形废旧轮胎条(1)的两侧填充带有草种的客土(4)并压实;4) Placement of the annular waste tire strip (1): first remove the detachable connecting pipe (52), insert the annular waste tire strip (1) into the strip hole of the detachable embedding die (5), and pull out the detachable sleeve (51), and then fill the foreign soil (4) with grass seeds on both sides of the annular waste tire strip (1) and compact;5)土钉(2)的打入和锚固:在与待加固边坡(3)相切的环形废旧轮胎条(1)的表面直接将带有螺栓的土钉(2)击入待加固边坡(3)中,并固在环形废旧轮胎条(1)表层;5) Driving and anchoring of soil nails (2): Directly drive soil nails (2) with bolts into the side to be reinforced on the surface of the annular waste tire strip (1) tangent to the side slope (3) to be reinforced. in the slope (3), and fixed on the surface layer of the annular waste tire strip (1);6)重复步骤3)~5),直至将待加固边坡(3)的表层全部覆盖。6) Repeat steps 3) to 5) until the surface layer of the slope (3) to be reinforced is completely covered.
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