CN201103085Y - Two-sided reinforced earth retaining wall of subsidence area plant cover - Google Patents
Two-sided reinforced earth retaining wall of subsidence area plant cover Download PDFInfo
- Publication number
- CN201103085Y CN201103085Y CNU2007200441118U CN200720044111U CN201103085Y CN 201103085 Y CN201103085 Y CN 201103085Y CN U2007200441118 U CNU2007200441118 U CN U2007200441118U CN 200720044111 U CN200720044111 U CN 200720044111U CN 201103085 Y CN201103085 Y CN 201103085Y
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- retaining wall
- subsidence area
- panels
- sided
- reinforced concrete
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Abstract
Description
技术领域technical field
本实用新型涉及塌陷区植被双面加筋土挡墙,尤其适用于塌陷区道路(铁路、公路)路基填方路堤中。The utility model relates to a vegetation double-sided reinforced soil retaining wall in a subsidence area, and is especially suitable for filling embankments of roads (railways and highways) in the subsidence area.
背景技术Background technique
煤炭是工业动力的基础,全国约75%的工业燃料和动力、65%的化工原料依靠煤炭;煤炭已经成为中国的重要出口商品之一;遍布全国的各类煤矿及其辅助设施,提供了数以千万计的就业机会。由于煤炭资源的大量开采,造成了大量的塌陷区。目前塌陷区的道路基本都是泥土路,车辆通过时尘土飞扬,严重影响了当地居民的生活和出行,影响了城市的形象。Coal is the foundation of industrial power. About 75% of the country's industrial fuel and power and 65% of chemical raw materials rely on coal; coal has become one of China's important export commodities; Thousands of job opportunities. Due to the massive mining of coal resources, a large number of subsidence areas have been created. At present, the roads in the subsidence area are basically dirt roads, and the dust is flying when vehicles pass by, seriously affecting the life and travel of local residents and affecting the image of the city.
实用新型内容Utility model content
鉴于已有技术存在的问题,本实用新型的目的是提供一种结构简单,避免道路塌陷,保护环境的塌陷区植被双面加筋土挡墙。In view of the problems existing in the prior art, the purpose of the utility model is to provide a double-sided reinforced earth retaining wall with simple structure, avoiding road subsidence, and protecting the environment in subsidence areas.
本实用新型的塌陷区植被双面加筋土挡墙,由对称设在道路两侧的预制钢筋混凝土面板和设在两侧混凝土面板之间的对拉筋构成,钢筋混凝土面板横截面自下而上呈阶梯形排列,水平面交错排列。The double-sided reinforced soil retaining wall of vegetation in the subsidence area of the utility model is composed of prefabricated reinforced concrete panels symmetrically arranged on both sides of the road and paired tension bars arranged between the concrete panels on both sides. The cross section of the reinforced concrete panel is from bottom to bottom. The top is arranged in a ladder shape, and the horizontal planes are arranged in a staggered manner.
所述的钢筋混凝土面板的正面开有可直接种植花草或放置花盆的凹槽,侧面开有固定对拉筋的孔。The front side of the reinforced concrete panel is provided with grooves for directly planting flowers and plants or placing flowerpots, and the sides are provided with holes for fixing the pair of tie bars.
本实用新型的塌陷区植被双面加筋土挡墙,适用于塌陷区道路(铁路、公路)路基填方工程。采用预制钢筋混凝土面板和煤矿废旧钢丝绳作为拉筋,并通过钢筋混凝土面板凹槽内的植被为塌陷区道路(铁路、公路)路基加固,面板之间的对拉筋可以防止面板向外移动,凹形槽内可以种植花草和直接放置花盆,可以有效改善塌陷区道路环境,收缩边坡,合理利用煤矿废旧材料,其结构简单,施工方便,造型美观,便于维修,造价低,效果好,具有广泛的实用性。The vegetation double-sided reinforced earth retaining wall in the subsidence area of the utility model is suitable for road (railway, highway) embankment filling projects in the subsidence area. Prefabricated reinforced concrete panels and coal mine waste steel wire ropes are used as tension bars, and the road (railway, highway) roadbed in the subsidence area is reinforced through the vegetation in the groove of the reinforced concrete panel. Flowers and plants can be planted and flower pots can be placed directly in the shaped groove, which can effectively improve the road environment in the subsidence area, shrink the slope, and rationally use coal mine waste materials. It has a simple structure, convenient construction, beautiful appearance, easy maintenance, low cost, good effect, and Broad usability.
附图说明Description of drawings
图1是本实用新型的水平面结构示意图;Fig. 1 is the horizontal plane structure schematic diagram of the present utility model;
图2是图1的A-A剖视图;Fig. 2 is A-A sectional view of Fig. 1;
图3是单块混凝土面板的放大图;Figure 3 is an enlarged view of a single concrete panel;
图4是图3的B-B部视图。Fig. 4 is a view of part B-B of Fig. 3 .
具体实施方式Detailed ways
下面结合附图中的实施例对本实用新型作进一步的描述:The utility model will be further described below in conjunction with the embodiment in the accompanying drawings:
图1所示,本实用新型的塌陷区植被双面加筋土挡墙,将混凝土面板1对称设置在塌陷区道路两侧,相对设置的混凝土面板1之间设有使之连为一体的对拉筋2,钢筋混凝土面板1的正面开有可直接种植花草或放置花盆的凹槽3,侧面开有固定对拉筋2的孔4,图3图4所示。钢筋混凝土面板1水平面交错排列,横截面自下而上呈阶梯形排列,由此构成了塌陷区植被双面加筋土挡墙,图2所示。As shown in Fig. 1, the vegetation double-sided reinforced earth retaining wall in the subsidence area of the present utility model, the concrete panels 1 are symmetrically arranged on both sides of the road in the subsidence area, and the pair of concrete panels 1 that are oppositely arranged are provided to connect them as a whole.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CNU2007200441118U CN201103085Y (en) | 2007-09-21 | 2007-09-21 | Two-sided reinforced earth retaining wall of subsidence area plant cover |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CNU2007200441118U CN201103085Y (en) | 2007-09-21 | 2007-09-21 | Two-sided reinforced earth retaining wall of subsidence area plant cover |
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CN201103085Y true CN201103085Y (en) | 2008-08-20 |
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CNU2007200441118U Expired - Fee Related CN201103085Y (en) | 2007-09-21 | 2007-09-21 | Two-sided reinforced earth retaining wall of subsidence area plant cover |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102852118A (en) * | 2011-06-30 | 2013-01-02 | 陈东曙 | Sea wall construction method and composite sea wall thereof |
CN102852118B (en) * | 2011-06-30 | 2016-12-14 | 陈东曙 | The construction method of a kind of sea wall and composite sea wall thereof |
CN110241670A (en) * | 2019-05-29 | 2019-09-17 | 江苏中凌市政园林工程有限公司 | A roadbed structure for laying park roads |
CN115341559A (en) * | 2022-08-25 | 2022-11-15 | 浙江交通职业技术学院 | Pre-buried reinforcerment system of newly-built road bed side slope |
-
2007
- 2007-09-21 CN CNU2007200441118U patent/CN201103085Y/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102852118A (en) * | 2011-06-30 | 2013-01-02 | 陈东曙 | Sea wall construction method and composite sea wall thereof |
CN102852118B (en) * | 2011-06-30 | 2016-12-14 | 陈东曙 | The construction method of a kind of sea wall and composite sea wall thereof |
CN110241670A (en) * | 2019-05-29 | 2019-09-17 | 江苏中凌市政园林工程有限公司 | A roadbed structure for laying park roads |
CN115341559A (en) * | 2022-08-25 | 2022-11-15 | 浙江交通职业技术学院 | Pre-buried reinforcerment system of newly-built road bed side slope |
CN115341559B (en) * | 2022-08-25 | 2024-01-26 | 浙江交通职业技术学院 | A new roadbed slope embedded reinforcement system |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080820 Termination date: 20100921 |