CN105821890A - Slope surface strengthening device and method - Google Patents
Slope surface strengthening device and method Download PDFInfo
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- CN105821890A CN105821890A CN201610226338.8A CN201610226338A CN105821890A CN 105821890 A CN105821890 A CN 105821890A CN 201610226338 A CN201610226338 A CN 201610226338A CN 105821890 A CN105821890 A CN 105821890A
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- water
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- side slope
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- 238000000034 method Methods 0.000 title abstract description 9
- 238000005728 strengthening Methods 0.000 title 1
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 19
- 230000002787 reinforcement Effects 0.000 claims abstract description 13
- 239000007921 spray Substances 0.000 claims abstract description 5
- 239000002689 soil Substances 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000009415 formwork Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 48
- 239000007788 liquid Substances 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 2
- 238000000465 moulding Methods 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 2
- 238000005507 spraying Methods 0.000 description 7
- 241000196324 Embryophyta Species 0.000 description 4
- 102000001999 Transcription Factor Pit-1 Human genes 0.000 description 4
- 108010040742 Transcription Factor Pit-1 Proteins 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004720 fertilization Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
Classifications
-
- 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
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G2/00—Vegetative propagation
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Botany (AREA)
- Developmental Biology & Embryology (AREA)
- Environmental Sciences (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
本发明公开了一种边坡坡面加固装置，包括边坡，边坡表面喷射砂浆层并留有若干绿化坑，还包括由若干集水井和若干分水井组成的供液系统，各分水井均匀设置在边坡的土体内且相互之间连通，各集水井设置在砂浆层上并与各分水井相直接或间接连通。加固方法为：在坡面上分别开挖若干绿化坑、集水井和分水井以及连通各集水井和分水井的沟槽，并立模对各沟槽、集水井、分水井、绿化坑现浇砂浆或混凝土成型；对坡面整体喷射砂浆或混凝土，将除绿化坑、集水井之外的其他部位全部覆盖。本发明施工简便，造价低廉，使用寿命长；对坡面进行加固的同时，还实现了坡面绿化，且能利用植被根系对坡面加固从而有效延长坡面使用寿命。
The invention discloses a side slope reinforcement device, which comprises a side slope, a mortar layer is sprayed on the surface of the side slope and a number of greening pits are left, and a liquid supply system composed of a number of water collection wells and a number of water diversion wells, each water diversion well is uniform The water collection wells are arranged on the mortar layer and are directly or indirectly connected with the water diversion wells. The reinforcement method is: excavate a number of greening pits, water collection wells and water diversion wells on the slope, and trenches connecting the water collection wells and water diversion wells; Or concrete molding; spray mortar or concrete on the slope as a whole, and cover all parts except the greening pit and water collection well. The invention has the advantages of simple construction, low cost and long service life; while reinforcing the slope surface, it also realizes slope greening, and can use vegetation root system to reinforce the slope surface so as to effectively prolong the service life of the slope surface.
Description
技术领域 technical field
本发明涉及道路、桥梁、轨道技术领域，特别是一种边坡坡面加固装置及加固方法。 The invention relates to the technical fields of roads, bridges and tracks, in particular to a slope reinforcement device and a reinforcement method.
背景技术 Background technique
近年来随着公路、铁路的高速发展，边坡坡面防护越来越重要。但作为坡面防护措施之一的喷水泥砂浆（或混凝土）由于全封闭坡面难以绿化，影响景观及不利于排水，在气候影响下易造成抹面喷浆所形成的硬壳破损而不被推荐使用。 In recent years, with the rapid development of highways and railways, slope protection has become more and more important. However, as one of the slope protection measures, spraying cement mortar (or concrete) is not recommended because it is difficult to green the fully enclosed slope, affects the landscape and is not conducive to drainage. Under the influence of climate, it is easy to cause damage to the hard shell formed by plastering and spraying use.
因此，很有必要重新设计一种方法或装置，在起到边坡坡面加固防护作用的同时，还能满足绿化的需求。 Therefore, it is necessary to redesign a method or device that can meet the needs of greening while playing the role of slope reinforcement and protection.
发明内容 Contents of the invention
本发明的发明目的在于：针对上述存在的问题，提供一种边坡坡面加固装置以及加固方法，可有效解决边坡防护和绿化的问题。 The object of the present invention is to provide a slope reinforcement device and a reinforcement method for the above existing problems, which can effectively solve the problems of slope protection and greening.
本发明采用的技术方案是这样的： The technical scheme that the present invention adopts is such:
一种边坡坡面加固装置，包括边坡，边坡表面喷射砂浆层并留有若干绿化坑，还包括由若干集水井和若干分水井组成的供液系统，各分水井均匀设置在边坡的土体内且相互之间连通，各集水井设置在砂浆层上并与各分水井相直接或间接连通。 A side slope surface reinforcement device, including a side slope, a mortar layer sprayed on the surface of the side slope and a number of greening pits, and a liquid supply system composed of several water collection wells and several water distribution wells, each water distribution well is evenly arranged on the side slope The soil body is connected with each other, and each water collection well is arranged on the mortar layer and is directly or indirectly connected with each water diversion well.
作为优选，各分水井呈阶梯状分布，水平间距为2-3m，竖向间距为1.5-2m，各分水井分别与上下排相邻的分水井相连。 Preferably, the water diversion wells are distributed in steps, with a horizontal spacing of 2-3m and a vertical spacing of 1.5-2m, and each water diversion well is connected to the upper and lower rows of adjacent water diversion wells.
作为优选，各绿化坑间隔1-1.5m。 Preferably, each greening pit is spaced 1-1.5m apart.
作为优选，所述砂浆层厚度为120-200mm，强度不低于C20。 Preferably, the thickness of the mortar layer is 120-200mm, and the strength is not lower than C20.
一种边坡坡面加固方法，包括以下步骤： A slope reinforcement method, comprising the following steps:
第一步，平整边坡的坡面。 The first step is to level the slope of the slope.
第二步，在坡面上分别开挖若干绿化坑、集水井和分水井以及连通各集水井和分水井的沟槽，并立模对各沟槽、集水井、分水井、绿化坑现浇砂浆或混凝土成型。 The second step is to excavate a number of greening pits, water collection wells and water diversion wells on the slope, as well as the trenches connecting the water collection wells and water diversion wells, and set up the mold to pour mortar into each groove, water collection well, water diversion well, and green pits. or concrete molding.
第二步中，各分水井呈阶梯状分布，水平间距为2-3m，竖向间距为1.5-2m，各分水井分别与上下排相邻的分水井相连。 In the second step, the diversion wells are distributed in steps, with a horizontal spacing of 2-3m and a vertical spacing of 1.5-2m, and each diversion well is connected to the upper and lower rows of adjacent diversion wells.
第二步中，各绿化坑间隔1-1.5m。 In the second step, the interval between each greening pit is 1-1.5m.
第三步，对坡面整体喷射砂浆或混凝土，将除绿化坑、集水井之外的其他部位全部覆盖。 The third step is to spray mortar or concrete on the slope as a whole to cover all parts except the greening pit and water collection well.
第三步中，所述砂浆层厚度为120-200mm，强度不低于C20。 In the third step, the thickness of the mortar layer is 120-200mm, and the strength is not lower than C20.
本发明具有以下优点： The present invention has the following advantages:
1、从原理上讲，通过点状绿化（绿化坑实现）、截水（砂浆层实现）、集水（集水井实现）、分水（分水井实现）及植物根系网来实现坡面防护及绿化，解决了以往由于喷水泥砂浆或混凝土形成全封闭坡面而难以绿化的问题以及喷浆后的坡面不利于排水从而在气候影响下易造成坡面硬壳破损的问题，从而扩展了喷水泥砂浆或混凝土的使用范围。 1. In principle, slope protection and protection are realized through point-shaped greening (realized by greening pits), water interception (realized by mortar layer), water collection (realized by water collection wells), water diversion (realized by water diversion wells) and plant root network. Greening solves the problem that in the past it was difficult to green due to the fully enclosed slope formed by spraying cement mortar or concrete, and the slope after spraying is not conducive to drainage, which easily causes damage to the hard shell of the slope under the influence of the climate, thus expanding the scope of spraying. Range of use for cement mortar or concrete.
2、从构造上讲，布置在横纵方向上的集水井和分水井可有效调动植物根系的向水性和向肥性，从而形成植物根系网对边坡坡面进行防护，进而实现了植树对坡面防护与绿化一体化，打破了传统防护方法中的主要依靠坡面喷浆来实现坡面防护的瓶颈。 2. From a structural point of view, the water collection wells and water diversion wells arranged in the horizontal and vertical directions can effectively mobilize the water-tropism and fertilization of the plant root system, thereby forming a plant root system network to protect the slope surface, thereby realizing tree planting. The integration of slope protection and greening breaks the bottleneck of traditional protection methods that mainly rely on slope spraying to achieve slope protection.
3、从边坡使用寿命上讲，由于主要以植物根系网对边坡坡面进行防护，而坡面喷浆只起到截水辅助作用，随着时间的推移，必定会促使人工边坡坡面向自然边坡坡面转化，从而延长了边坡的使用寿命。 3. From the perspective of the service life of the slope, since the plant root network is mainly used to protect the slope surface, and the spraying on the slope surface only plays an auxiliary role in water interception, as time goes by, it will definitely promote the artificial slope slope. It is converted to the natural slope surface, thereby prolonging the service life of the slope.
综上所述，由于采用了上述技术方案，本发明的有益效果是：施工简便，造价低廉，使用寿命长；在对坡面进行加固的同时，还实现了坡面绿化，且能利用植被根系对坡面加固从而有效延长坡面使用寿命，可用于铁路、公路等行业中坡面不大于45°的填方边坡坡面加固工程，应用前景非常广泛。 In summary, due to the adoption of the above technical solution, the beneficial effects of the present invention are: simple construction, low cost, long service life; while reinforcing the slope surface, it also realizes slope greening, and can utilize vegetation root system The slope can be reinforced to effectively prolong the service life of the slope, and it can be used in the slope reinforcement projects of filling slopes with a slope not greater than 45° in railways, highways and other industries, and has a very wide application prospect.
附图说明 Description of drawings
图1是本发明的立面图。 Fig. 1 is the elevation view of the present invention.
图2是图1中标记为4的供液系统的连接图。 Fig. 2 is a connection diagram of the liquid supply system marked 4 in Fig. 1 .
图中标记：1为边坡，2为绿化坑，3为砂浆层，4为供液系统，41为集水井，42为分水井。 Marks in the figure: 1 is the side slope, 2 is the green pit, 3 is the mortar layer, 4 is the liquid supply system, 41 is the water collection well, 42 is the water diversion well.
具体实施方式 detailed description
下面结合附图，对本发明作详细的说明。 Below in conjunction with accompanying drawing, the present invention is described in detail.
实施例1： Example 1:
如图1所示，一种边坡坡面加固装置，包括边坡1，边坡1表面喷射砂浆层3并留有若干绿化坑2，还包括由若干集水井41和若干分水井42组成的供液系统4。各分水井42均匀设置在边坡1的土体内且相互之间连通，各集水井41设置在砂浆层3上并与各分水井42相直接或间接连通，如图2所示。 As shown in Figure 1, a slope surface reinforcement device includes a slope 1, a mortar layer 3 is sprayed on the surface of the slope 1 and a number of greening pits 2 are left, and a plurality of water collection wells 41 and a number of water diversion wells 42 are also included. Liquid supply system4. The water diversion wells 42 are evenly arranged in the soil body of the slope 1 and communicate with each other. The water collection wells 41 are arranged on the mortar layer 3 and communicate directly or indirectly with each water diversion well 42 , as shown in FIG. 2 .
各分水井42呈阶梯状分布，水平间距为2-3m，竖向间距为1.5-2m，各分水井42分别与上下排相邻的分水井42相连。 The water diversion wells 42 are distributed in steps, with a horizontal spacing of 2-3m and a vertical spacing of 1.5-2m.
各绿化坑2间隔1-1.5m。 Each green pit 2 is spaced 1-1.5m apart.
所述砂浆层3厚度为120-200mm，强度不低于C20。 The thickness of the mortar layer 3 is 120-200mm, and the strength is not lower than C20.
实施例2： Example 2:
一种边坡坡面加固方法，包括以下步骤： A slope reinforcement method, comprising the following steps:
第一步，平整边坡1的坡面。 The first step is to level the slope of side slope 1.
第二步，在坡面上分别开挖若干绿化坑2、集水井41和分水井42以及连通各集水井41和分水井42的沟槽，并立模对各沟槽、集水井41、分水井42、绿化坑2现浇砂浆或混凝土成型，如图1所示。 The second step is to excavate some greening pits 2, water collection wells 41 and water diversion wells 42 and the grooves connecting each water collection wells 41 and water diversion wells 42 respectively on the slope surface, and establish molds for each groove, water collection wells 41 and water diversion wells. 42. The greening pit 2 is formed by casting mortar or concrete, as shown in Figure 1.
第二步中，各分水井42呈阶梯状分布，水平间距为2-3m，竖向间距为1.5-2m，各分水井42分别与上下排相邻的分水井42相连，如图2所示。 In the second step, each water-distributing well 42 is distributed in a ladder shape, with a horizontal spacing of 2-3m and a vertical spacing of 1.5-2m. Each water-distributing well 42 is connected to the adjacent water-distributing wells 42 of the upper and lower rows respectively, as shown in Figure 2 .
第二步中，各绿化坑2间隔1-1.5m。 In the second step, each greening pit 2 is spaced 1-1.5m apart.
第三步，对坡面整体喷射砂浆或混凝土，将除绿化坑2、集水井41之外的其他部位全部覆盖。 The third step is to spray mortar or concrete on the slope as a whole to cover all the other parts except the greening pit 2 and the water collection well 41 .
第三步中，所述砂浆层3厚度为120-200mm，强度不低于C20。 In the third step, the thickness of the mortar layer 3 is 120-200mm, and the strength is not lower than C20.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610226338.8A CN105821890B (en) | 2016-04-13 | 2016-04-13 | A kind of side slope surface bracing means and reinforcement means |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610226338.8A CN105821890B (en) | 2016-04-13 | 2016-04-13 | A kind of side slope surface bracing means and reinforcement means |
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| Publication Number | Publication Date |
|---|---|
| CN105821890A true CN105821890A (en) | 2016-08-03 |
| CN105821890B CN105821890B (en) | 2018-02-06 |
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| CN201610226338.8A Expired - Fee Related CN105821890B (en) | 2016-04-13 | 2016-04-13 | A kind of side slope surface bracing means and reinforcement means |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106879415A (en) * | 2016-12-21 | 2017-06-23 | 深圳市铁汉生态环境股份有限公司 | A kind of method that side slope reparation is carried out using Martin fig |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH592220A5 (en) * | 1975-12-24 | 1977-10-14 | Boeck Andreas | Roof tile with opening for plant pot - is incorporated in sloping roof carrying growing green plants |
| CN103485411A (en) * | 2013-09-24 | 2014-01-01 | 杜振义 | Device for digging pits in sloping field for storing rainwater |
| CN104255280A (en) * | 2014-10-23 | 2015-01-07 | 陈洪凯 | High and steep rocky slope vegetation planting method |
| CN205348200U (en) * | 2016-01-26 | 2016-06-29 | 四川理工学院 | Slope surface protective structure |
| CN205530297U (en) * | 2016-04-13 | 2016-08-31 | 四川理工学院 | Slope surface reinforcing apparatus |
-
2016
- 2016-04-13 CN CN201610226338.8A patent/CN105821890B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH592220A5 (en) * | 1975-12-24 | 1977-10-14 | Boeck Andreas | Roof tile with opening for plant pot - is incorporated in sloping roof carrying growing green plants |
| CN103485411A (en) * | 2013-09-24 | 2014-01-01 | 杜振义 | Device for digging pits in sloping field for storing rainwater |
| CN104255280A (en) * | 2014-10-23 | 2015-01-07 | 陈洪凯 | High and steep rocky slope vegetation planting method |
| CN205348200U (en) * | 2016-01-26 | 2016-06-29 | 四川理工学院 | Slope surface protective structure |
| CN205530297U (en) * | 2016-04-13 | 2016-08-31 | 四川理工学院 | Slope surface reinforcing apparatus |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106879415A (en) * | 2016-12-21 | 2017-06-23 | 深圳市铁汉生态环境股份有限公司 | A kind of method that side slope reparation is carried out using Martin fig |
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