CN104695454A - Steep slope reinforcement and protection device and paving method thereof - Google Patents

Steep slope reinforcement and protection device and paving method thereof Download PDF

Info

Publication number
CN104695454A
CN104695454A CN201510108060.XA CN201510108060A CN104695454A CN 104695454 A CN104695454 A CN 104695454A CN 201510108060 A CN201510108060 A CN 201510108060A CN 104695454 A CN104695454 A CN 104695454A
Authority
CN
China
Prior art keywords
reynolds
pad
renault
protection device
steep slope
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.)
Pending
Application number
CN201510108060.XA
Other languages
Chinese (zh)
Inventor
吴跃东
曾垂昌
马天宇
吴鸿昇
邓鑫
王金笑
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hohai University HHU
Original Assignee
Hohai University HHU
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hohai University HHU filed Critical Hohai University HHU
Priority to CN201510108060.XA priority Critical patent/CN104695454A/en
Publication of CN104695454A publication Critical patent/CN104695454A/en
Pending legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Abstract

本发明公开了一种陡边坡加固防护装置及其铺设方法,包括按顺序铺设在陡边坡上的雷诺护垫,相邻的两个雷诺护垫之间进行相互固定,所述的雷诺护垫通过锚杆固定在陡边坡上,所述的雷诺护垫内填充砂石,所述的砂石上种有植被。与现有技术相比,本发明的有益效果是:由于本发明的雷诺护垫为机器编造,每个单元格连接紧密,施工简便,有效防止石头垮塌,增加结构抗冲刷能力;在雷诺护垫上钉设锚杆,一方面起到强化雷诺护垫的抗冲刷、抗滑能力,使其适用于陡边坡加固防护,另一方面提高了陡边坡防护的整体性;雷诺护垫上覆砂石,种上植被,起到了吸水固土,防止坡面水蚀,绿化及改善环境等功能;本发明还具有施工简单、工期短、造价低及维护成本低等优点。

The invention discloses a steep slope reinforcement and protection device and a laying method thereof, which include Reynolds protection pads laid on the steep slope in sequence, two adjacent Reynolds protection pads are fixed to each other, and the Reynolds protection pads are fixed. The pad is fixed on the steep slope through anchor rods, and the Renault pad is filled with sand and gravel, and vegetation is planted on the sand and gravel. Compared with the prior art, the beneficial effect of the present invention is: because the Renault pad of the present invention is fabricated by machine, each unit cell is closely connected, the construction is simple and convenient, effectively prevents stones from collapsing, and increases the anti-scouring capacity of the structure; on the Renault pad The bolt is nailed, on the one hand, it can strengthen the anti-scouring and anti-sliding capabilities of the Renault pad, making it suitable for reinforcement and protection of steep slopes, and on the other hand, it improves the integrity of steep slope protection; the Renault pad is covered with sand and gravel , planting vegetation, which has the functions of absorbing water and fixing soil, preventing water erosion on the slope, greening and improving the environment; the invention also has the advantages of simple construction, short construction period, low cost and low maintenance cost.

Description

一种陡边坡加固防护装置及其铺设方法A kind of steep slope reinforcement protection device and laying method thereof

技术领域 technical field

本发明属于陡边坡工程领域,涉及一种陡边坡加固防护装置及其铺设方法。 The invention belongs to the field of steep slope engineering, and relates to a steep slope reinforcement protection device and a laying method thereof.

背景技术 Background technique

随着人口的增长和土地资源的开发,陡边坡问题已成为同地震和火山相并列的全球性地质灾害之一。近年来,随着人类工程活动规模的不断扩大和场区工程地质条件的限制,因陡边坡失稳引起的坍塌、滑坡、泥石流等地质灾害给人们的生命和财产带来了巨大的损失,陡边坡的稳定性问题日益突出。 With the growth of population and the development of land resources, the problem of steep slopes has become one of the global geological disasters juxtaposed with earthquakes and volcanoes. In recent years, with the continuous expansion of the scale of human engineering activities and the limitation of engineering geological conditions in the site, geological disasters such as collapses, landslides, and debris flows caused by steep slope instability have brought huge losses to people's lives and property. The stability of steep slopes has become increasingly prominent.

针对陡边坡稳定性问题,现有处理方法主要有两大类:一是坡面防护,常用的措施有灰浆或三合土等抹面、喷浆、喷混凝土、浆砌片石护墙、锚喷护坡、锚喷网护坡等。此类措施主要用以防护开挖陡边坡坡面的岩石风化剥落、碎落以及少量落石掉块等现象。二是支挡结构,常用的措施有挡土墙、锚杆挡墙、抗滑桩等。此类措施既有防护作用,又有加固坡体的作用。目前常用的工程护坡措施,往往过分追求强度功效,破坏了生态自然,景观效果差,而且随着时间的推移,混凝土面、浆砌片石面会风化、老化,甚至造成破坏,后期整治费用高。 For the stability of steep slopes, the existing treatment methods mainly fall into two categories: one is slope protection, commonly used measures include plastering such as mortar or composite soil, shotcrete, shotcrete, masonry stone retaining wall, anchor spraying slope protection, Anchor spray net slope protection, etc. Such measures are mainly used to protect the excavation of steep slopes from weathering, spalling, chipping, and a small amount of falling rocks. The second is the retaining structure, commonly used measures include retaining wall, anchor retaining wall, anti-slide pile and so on. Such measures not only have the function of protection, but also have the function of strengthening the slope body. The current commonly used engineering slope protection measures often pursue strength and efficiency too much, destroying the ecological nature and poor landscape effect. Moreover, with the passage of time, the concrete surface and the mortar surface will be weathered, aged, or even damaged, and the later renovation costs are high.

上述方法在一定程度上能解决陡边坡防护问题,但也存在其自身的缺点与不足。存在普遍的缺点是:施工复杂、造价高昂、工期较长,施工、维护上的局限性,后期整治费用高。尤其,在陡边坡加固防护方面,还没有认可度较高的高性价比的加固防护工艺。 The above method can solve the problem of steep slope protection to a certain extent, but it also has its own shortcomings and deficiencies. The common disadvantages are: complex construction, high cost, long construction period, limitations in construction and maintenance, and high post-construction costs. In particular, in terms of reinforcement and protection of steep slopes, there is no highly recognized and cost-effective reinforcement and protection process.

故,需要一种新的技术方案来解决上述问题。 Therefore, a new technical solution is needed to solve the above problems.

发明内容 Contents of the invention

本发明需要解决的上述问题是针对上述现有技术的不足,而提供一种陡边坡加固防护装置及其铺设方法。 The above-mentioned problem to be solved by the present invention aims at the deficiencies of the above-mentioned prior art, and provides a steep slope reinforcement protection device and a laying method thereof.

为解决上述技术问题,本发明采用的技术方案是: In order to solve the problems of the technologies described above, the technical solution adopted in the present invention is:

一种陡边坡加固防护装置,包括按顺序铺设在陡边坡上的雷诺护垫,相邻的两个雷诺护垫进行相互固定,所述的雷诺护垫通过锚杆固定在陡边坡上,所述的雷诺护垫内填充砂石,所述的砂石上种有植被。 A reinforcement protection device for a steep slope, comprising Reynolds pads laid on the steep slope in sequence, two adjacent Reynolds pads are fixed to each other, and the Reynolds pads are fixed on the steep slope through anchors , the Renault pad is filled with gravel, and vegetation is planted on the gravel.

所述的锚杆钉设在雷诺护垫的中间部位。 The anchor nail is arranged at the middle part of the Reynolds pad.

所述的雷诺护垫的面板边端采用的钢丝的直径大于面板中间的钢丝的直径。 The diameter of the steel wire used at the edge of the panel of the Reynolds pad is larger than the diameter of the steel wire in the middle of the panel.

所述的雷诺护垫内填充的砂石的厚度小于等于雷诺护垫的厚度。 The thickness of the gravel filled in the Renault pad is less than or equal to the thickness of the Renault pad.

所述的锚杆的钉入深度大于等于锚杆高度的一半。 The nailing depth of the anchor rod is greater than or equal to half the height of the anchor rod.

所述的陡边坡加固防护装置的铺设方法,包括以下步骤: The laying method of the described steep slope reinforcement protective device comprises the following steps:

步骤一:清理场地、整平坡面; Step 1: Clean up the site and level the slope;

步骤二:组装雷诺护垫,并沿坡面的坡度铺设雷诺护垫,将相邻的两个雷诺护垫进行相互固定; Step 2: Assemble the Reynolds pads, lay the Reynolds pads along the slope of the slope, and fix the two adjacent Reynolds pads to each other;

步骤三:钉设锚杆于各个雷诺护垫的中间部位; Step 3: Nail the anchor rod to the middle part of each Reynolds pad;

步骤四:将砂石填充在雷诺护垫内,并种上植被; Step 4: Fill the Renault pad with gravel and plant vegetation;

步骤五:对植被进行养护。 Step 5: Conserve the vegetation.

与现有技术相比,本发明的有益效果是:由于本发明的雷诺护垫为机器编造,每个单元格连接紧密,施工简便,有效防止石头垮塌,增加结构抗冲刷能力;在雷诺护垫上钉设锚杆,一方面起到强化雷诺护垫的抗冲刷、抗滑能力,使其适用于陡边坡加固防护,另一方面提高了陡边坡防护的整体性;雷诺护垫上覆砂石,种上植被,起到了吸水固土,防止坡面水蚀,绿化及改善环境等功能;本发明还具有施工简单、工期短、造价相对较低及维护成本低等优点。 Compared with the prior art, the beneficial effect of the present invention is: because the Renault pad of the present invention is fabricated by machine, each unit cell is tightly connected, the construction is simple and convenient, effectively prevents stones from collapsing, and increases the anti-scouring capacity of the structure; on the Renault pad, The bolt is nailed, on the one hand, it can strengthen the anti-scouring and anti-sliding capabilities of the Renault pad, making it suitable for reinforcement and protection of steep slopes, and on the other hand, it improves the integrity of the steep slope protection; the Renault pad is covered with sand , planting vegetation, which has the functions of absorbing water and fixing soil, preventing water erosion on the slope, greening and improving the environment; the invention also has the advantages of simple construction, short construction period, relatively low cost and low maintenance cost.

附图说明 Description of drawings

图1是本发明的陡边坡加固防护装置及其铺设方法的侧视图; Fig. 1 is the side view of steep slope reinforcement protection device and laying method thereof of the present invention;

图2是本发明的陡边坡加固防护装置及其铺设方法的结构示意图。 Fig. 2 is a structural schematic diagram of the steep slope reinforcement protection device and its laying method of the present invention.

其中,1、植被,2、锚杆,3、雷诺护垫,4、陡边坡,5、砂石。 Among them, 1. Vegetation, 2. Anchor rod, 3. Renault pad, 4. Steep slope, 5. Sand and gravel.

具体实施方式 Detailed ways

现在结合附图对本发明作进一步详细的说明。这些附图均为简化的示意图,仅以示意方式说明本发明的基本结构,因此其仅显示与本发明有关的构成。 The present invention is described in further detail now in conjunction with accompanying drawing. These drawings are all simplified schematic diagrams, which only illustrate the basic structure of the present invention in a schematic manner, so they only show the configurations related to the present invention.

如图1所示,一种陡边坡加固防护装置,包括按顺序铺设在陡边坡4上的雷诺护垫3,相邻的两个雷诺护垫3进行相互固定,所述的雷诺护垫3通过锚杆2固定在陡边坡4上,所述的雷诺护垫3内填充砂石5,所述的砂石5上种有植被1。 As shown in Figure 1, a steep slope reinforcement protection device includes Reynolds pads 3 laid in sequence on the steep slope 4, two adjacent Reynolds pads 3 are fixed to each other, and the Reynolds pads 3 is fixed on the steep slope 4 through the anchor rod 2, and the Reynolds pad 3 is filled with sand and gravel 5, and the vegetation 1 is planted on the sand and gravel 5.

所述的锚杆2钉设在雷诺护垫3的中间部位。 The anchor rod 2 is nailed at the middle part of the Reynolds pad 3 .

所述的雷诺护垫3的面板边端采用的钢丝的直径大于面板中间的钢丝的直径;以便加强雷诺护垫3结构的强度。 The diameter of the steel wire adopted at the edge of the panel of the Reynolds pad 3 is greater than the diameter of the steel wire in the middle of the panel; in order to strengthen the strength of the Reynolds pad 3 structure.

所述的雷诺护垫3内填充的砂石5的厚度小于等于雷诺护垫3的厚度。 The thickness of the gravel 5 filled in the Reynolds pad 3 is less than or equal to the thickness of the Reynolds pad 3 .

所述的锚杆2的钉入深度大于等于锚杆2高度的一半。 The nailing depth of the anchor rod 2 is greater than or equal to half the height of the anchor rod 2 .

所述的陡边坡4加固防护装置的铺设方法,包括以下步骤: The laying method of the described steep slope 4 reinforced protective device comprises the following steps:

步骤一:清理场地、整平坡面; Step 1: Clean up the site and level the slope;

步骤二:组装雷诺护垫3,并沿坡面的坡度铺设雷诺护垫3,将相邻的两个雷诺护垫3进行相互固定; Step 2: Assemble the Reynolds pad 3, and lay the Reynolds pad 3 along the slope of the slope, and fix two adjacent Reynolds pads 3 to each other;

步骤三:钉设锚杆2于各个雷诺护垫3的中间部位; Step 3: Nail the anchor rod 2 to the middle part of each Reynolds pad 3;

步骤四:将砂石5填充在雷诺护垫3内,并种上植被1; Step 4: Fill the gravel 5 into the Reynolds pad 3, and plant vegetation 1;

步骤五:对植被1进行养护。 Step 5: Maintain the vegetation 1 .

植被1应选择适宜当地气候条件,并有较强的吸水固土功效的植物。 Vegetation 1 should choose plants that are suitable for local climate conditions and have strong water-absorbing and soil-fixing effects.

由于本发明的雷诺护垫3为机器编造,每个单元格连接紧密,施工简便,有效防止石头垮塌,增加结构抗冲刷能力;在雷诺护垫3上钉设锚杆2,一方面起到强化雷诺护垫3的抗冲刷、抗滑能力,使其适用于陡边坡4加固防护,另一方面提高了陡边坡4防护的整体性;雷诺护垫3上覆砂石5,种上植被1,起到了吸水固土,防止坡面水蚀,绿化及改善环境等功能;本发明还具有施工简单、工期短、造价相对较低及维护成本低等优点。 Since the Reynolds pad 3 of the present invention is fabricated by a machine, each cell is tightly connected, and the construction is simple, which can effectively prevent the collapse of stones and increase the anti-scouring capacity of the structure; nailing the anchor rod 2 on the Reynolds pad 3 can strengthen the structure on the one hand. The anti-scouring and anti-slip capabilities of Renault pad 3 make it suitable for reinforcement and protection of steep slopes, and on the other hand improve the integrity of steep slope protection; Renault pads 3 are covered with gravel 5 and planted with vegetation 1. It has the functions of absorbing water and fixing soil, preventing water erosion on the slope, greening and improving the environment; the invention also has the advantages of simple construction, short construction period, relatively low construction cost and low maintenance cost.

以上述依据本发明的理想实施例为启示,通过上述的说明内容,相关工作人员完全可以在不偏离本项发明技术思想的范围内,进行多样的变更以及修改。本项发明的技术性范围并不局限于说明书上的内容,必须要根据权利要求范围来确定其技术性范围。 Inspired by the above-mentioned ideal embodiment according to the present invention, through the above-mentioned description content, relevant workers can make various changes and modifications within the scope of not departing from the technical idea of the present invention. The technical scope of the present invention is not limited to the content in the specification, but must be determined according to the scope of the claims.

Claims (6)

1. a gradient slope reinforcement protection device, it is characterized in that: comprise the Reynolds mat be laid in order on gradient slope, two adjacent Reynolds mats interfix, described Reynolds mat is fixed on gradient slope by anchor pole, fill sandstone in described Reynolds mat, described sandstone is planted vegetation.
2. gradient slope reinforcement protection device according to claim 1, is characterized in that: described anchor pole nail is located at the middle part of Reynolds mat.
3. gradient slope reinforcement protection device according to claim 1, is characterized in that: the gauge of wire that the panel edges end of described Reynolds mat adopts is greater than the middle gauge of wire of panel.
4. gradient slope reinforcement protection device according to claim 1, is characterized in that: the thickness of the sandstone of filling in described Reynolds mat is less than or equal to the thickness of Reynolds mat.
5. gradient slope reinforcement protection device according to claim 1, is characterized in that: described anchor pole hammer into the half that the degree of depth is more than or equal to anchor pole height.
6. the laying method of gradient slope reinforcement protection device according to claim 1, is characterized in that: comprise the following steps:
Step one: place cleaning, flatten domatic;
Step 2: assembling Reynolds mat, and lay Reynolds mat along the domatic gradient, adjacent two Reynolds mats are interfixed;
Step 3: nail establishes anchor pole in the middle part of each Reynolds mat;
Step 4: sandstone is filled in Reynolds mat, and plant upper vegetation;
Step 5: maintenance is carried out to vegetation.
CN201510108060.XA 2015-03-12 2015-03-12 Steep slope reinforcement and protection device and paving method thereof Pending CN104695454A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510108060.XA CN104695454A (en) 2015-03-12 2015-03-12 Steep slope reinforcement and protection device and paving method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510108060.XA CN104695454A (en) 2015-03-12 2015-03-12 Steep slope reinforcement and protection device and paving method thereof

Publications (1)

Publication Number Publication Date
CN104695454A true CN104695454A (en) 2015-06-10

Family

ID=53342969

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510108060.XA Pending CN104695454A (en) 2015-03-12 2015-03-12 Steep slope reinforcement and protection device and paving method thereof

Country Status (1)

Country Link
CN (1) CN104695454A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105780727A (en) * 2016-04-14 2016-07-20 河海大学 Ecological greening anti-scouring revetment face and construction method thereof
CN107489128A (en) * 2017-07-31 2017-12-19 安徽诺鑫自动化设备有限公司 A kind of protector for Hydraulic and Hydro-Power Engineering side slope
CN108106957A (en) * 2018-01-29 2018-06-01 水利部交通运输部国家能源局南京水利科学研究院 A kind of Reynolds mat structure erosion-resisting characteristics flume test device and test method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001311155A (en) * 2000-05-01 2001-11-09 Railway Technical Res Inst Slope protection method
CN203768179U (en) * 2014-02-13 2014-08-13 南京中科水治理股份有限公司 Internal circulation type river water quality purification system
CN203782641U (en) * 2014-04-09 2014-08-20 黄河勘测规划设计有限公司 Cohesionless fine-grained soil water retaining filling body slope protection structure
CN204023586U (en) * 2014-08-11 2014-12-17 重庆威卡科技有限公司 A kind of ecological revetment system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001311155A (en) * 2000-05-01 2001-11-09 Railway Technical Res Inst Slope protection method
CN203768179U (en) * 2014-02-13 2014-08-13 南京中科水治理股份有限公司 Internal circulation type river water quality purification system
CN203782641U (en) * 2014-04-09 2014-08-20 黄河勘测规划设计有限公司 Cohesionless fine-grained soil water retaining filling body slope protection structure
CN204023586U (en) * 2014-08-11 2014-12-17 重庆威卡科技有限公司 A kind of ecological revetment system

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
张波等: "雷诺护垫在东坪水电站中的应用", 《水利水电施工》 *
李国起等: "雷诺护垫施工工艺规范化探讨", 《海河水利》 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105780727A (en) * 2016-04-14 2016-07-20 河海大学 Ecological greening anti-scouring revetment face and construction method thereof
CN107489128A (en) * 2017-07-31 2017-12-19 安徽诺鑫自动化设备有限公司 A kind of protector for Hydraulic and Hydro-Power Engineering side slope
CN108106957A (en) * 2018-01-29 2018-06-01 水利部交通运输部国家能源局南京水利科学研究院 A kind of Reynolds mat structure erosion-resisting characteristics flume test device and test method
CN108106957B (en) * 2018-01-29 2024-01-26 水利部交通运输部国家能源局南京水利科学研究院 Device and method for testing impact resistance water tank of Reynolds protection pad structure

Similar Documents

Publication Publication Date Title
CN106193066B (en) A kind of Loess landslide administering method based on restoration of the ecosystem
CN103774679B (en) A kind of method of rock slope linked network
CN206189425U (en) Combined type side slope treatment protector
CN105113518B (en) Construction method for ecological slope protecting base material by arranging slot pits in slope surface
CN106013171B (en) A kind of semi-rigid supporting construction semi-flexible and method of deep-foundation side wall
CN109594568B (en) Rock slope ecological protection structure and method thereof
CN103556602B (en) Structural body for preventing starting of gully debris flows and design method of structural body
CN205314115U (en) High steep side slope combined supporting greening structure of highway
CN203654303U (en) Side slope reinforcing structure
CN105839651A (en) Roadbed slope assembly type deformation self-adaptive protective framework and splicing method thereof
CN102605793A (en) Moisture transfer and ecological management method for loess slope
CN108517882B (en) A kind of geocell reinforced high and steep side slope and construction method thereof
CN104695454A (en) Steep slope reinforcement and protection device and paving method thereof
CN205954638U (en) Half semi -rigid flexible supporting construction of deep basal pit lateral wall
CN204185870U (en) A kind of slope green guard system utilizing vetiver
CN203334301U (en) Cave slope strengthening protection structure
CN103628489B (en) Highway side slope reinforced structure
CN205653804U (en) Slope assembled warp self -adaptation protection skeleton
CN206418509U (en) A kind of anchored pile supporting of high gradient slope
CN209669897U (en) A vegetation-type ecological bag fixed structure on high and steep rocky slopes
CN204112348U (en) Talus integral reinforcement ruggedized construction
CN218813795U (en) Curved geogrid ecological slope protection structure
CN114059566B (en) Soft rock slope semi-rigid supporting and retaining structure and construction method thereof
CN111749250A (en) A modular protective greening slope system
CN106400643B (en) With the cutting stereoscopic protective structure of high polymer grouting reinforcement waterproof

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20150610

RJ01 Rejection of invention patent application after publication