CN102691306A - Environment-friendly and energy-saving slope protection bamboo-wood lattice beam for mountain highway - Google Patents

Environment-friendly and energy-saving slope protection bamboo-wood lattice beam for mountain highway Download PDF

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CN102691306A
CN102691306A CN2012101829728A CN201210182972A CN102691306A CN 102691306 A CN102691306 A CN 102691306A CN 2012101829728 A CN2012101829728 A CN 2012101829728A CN 201210182972 A CN201210182972 A CN 201210182972A CN 102691306 A CN102691306 A CN 102691306A
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bamboo
wood
vertical
lattice
rib
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CN102691306B (en
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李志清
周应新
王珏
胡瑞林
张汝文
王高
杨强
岳锐强
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YUNNAN MENGXIN HIGHWAY CONSTRUCTION HEADQUARTERS
YUNNAN YUNLING EXPRESSWAY BRIDGE CONSTRUCTION CO Ltd
Institute of Geology and Geophysics of CAS
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Abstract

本发明是山区公路环保节能型边坡防护竹木格构梁,其特征是将竹桩与木片结合使用,进行边坡深层与浅层联合防护,利用一种改良土进行培植绿化,竹桩节节贯通,入土端削尖,竹桩表面刻有注浆孔,注浆孔均匀分布,横向肋梁与竖向肋梁采用混凝土或钢筋混凝土材料,进行现浇施工,竹木格构梁为预制拼装结构,采用竹子作为竖向竹肋柱,采用木片交叉方式构成菱形格构,竖向竹肋柱直径为8-11cm,竖向竹肋柱之间采用木片作为横向木支撑,横向木支撑与竖向竹肋柱连接,支撑菱形格构重量,格构内培植改良土,改良土由当地壤土与改良剂组成。本发明优点是:施工简单,就地取材,绿色环保,节约能源,满足生态边坡防护的要求。适用于土木工程中遇到的各种深层与浅层土质边坡绿化防护工程。

Figure 201210182972

The invention is an environment-friendly and energy-saving side slope protection bamboo-wood lattice beam for roads in mountainous areas. The joints are connected, the end of the soil is sharpened, the surface of the bamboo piles is engraved with grouting holes, and the grouting holes are evenly distributed. The horizontal rib beams and vertical rib beams are made of concrete or reinforced concrete materials for cast-in-place construction. The bamboo-wood lattice beams are prefabricated. Assembled structure, bamboo is used as the vertical bamboo rib column, and the diamond-shaped lattice structure is formed by crossing wood chips. The diameter of the vertical bamboo rib column is 8-11cm. The vertical bamboo rib columns are connected to support the weight of the diamond-shaped lattice structure, and the improved soil is cultivated in the lattice structure, and the improved soil is composed of local loam and improver. The invention has the advantages of simple construction, local materials, environmental protection, energy saving and meeting the requirements of ecological slope protection. It is suitable for various deep and shallow soil slope greening protection projects encountered in civil engineering.

Figure 201210182972

Description

山区公路环保节能型边坡防护竹木格构梁Environmentally friendly and energy-saving slope protection bamboo and wood lattice beams for mountain roads

技术领域 technical field

本发明是一种边坡生态绿化竹木格构梁,属于土木工程设计施工领域。The invention relates to a slope ecological greening bamboo-wood lattice beam, which belongs to the field of civil engineering design and construction.

背景技术 Background technique

随着国家基础设施的大规模投入,我国高速公路项目、省级公路项目大量开工,公路选线穿越绿化带,形成大量裸露边坡,植被遭到破坏,甚至退化。公路工程边坡防护设计方案,往往多采用水泥混凝土结构,虽然达到了工程防护的目的,但是在生态防护方面表现欠佳,尤其是岩质边坡,生态防护更是一大难题。本发明的目的就是基于环保绿化考虑,采用无污染、生态型防护技术,对岩质边坡、土质边坡进行绿化防护,在尽量短的时间内封闭边坡,促进植被生产,恢复生态环境。With the large-scale investment in national infrastructure, a large number of expressway projects and provincial highway projects have been started in my country. The route selection of the highway crosses the green belt, forming a large number of exposed slopes, and the vegetation is destroyed or even degraded. The slope protection design scheme of highway engineering often adopts cement concrete structure. Although the purpose of engineering protection is achieved, the performance in ecological protection is not good, especially for rocky slopes, and ecological protection is a big problem. The purpose of the present invention is based on the consideration of environmental protection and greening, adopts non-polluting and ecological protection technology, carries out greening protection on rocky slopes and soil slopes, closes the slopes in the shortest possible time, promotes vegetation production, and restores the ecological environment.

发明内容 Contents of the invention

本发明目的是提供山区公路环保节能型边坡防护竹木格构梁,用于解决土质边坡或岩质边坡生态绿化防护问题。The object of the present invention is to provide an environmental protection and energy-saving side slope protection bamboo and wood lattice beam for roads in mountainous areas, which is used to solve the problem of ecological greening protection of soil side slopes or rocky side slopes.

本发明的技术解决方案,山区公路环保节能型边坡防护竹木格构梁,其特征是将竹桩(即竹子)作为锚杆,将竹桩与木片结合使用进行边坡生态固坡,利用改良土进行培植绿化,达到边坡深层与浅层联合防护,竹桩直径为5-11cm,竹桩节节贯通,入土端削尖,竹桩表面刻有注浆孔,注浆孔均匀分布,注浆孔沿长度方向间隔不大于40cm,注浆孔直径不小于1cm,横向肋梁与竖向肋梁采用混凝土或钢筋混凝土材料,进行现浇施工,竹木格构梁为预制拼装结构,采用竹子作为竖向竹肋柱,采用木片交叉方式构成菱形格构,竖向竹肋柱直径为8-11cm,竖向竹肋柱之间采用木片作为横向木支撑,横向木支撑与竖向竹肋柱连接,支撑菱形格构重量,格构内培植改良土,改良土由当地壤土与改良剂组成,改良剂包括木本纤维、草本纤维、缓效性肥料,缓效性肥料为氮磷钾的混合材料,氮磷钾质量比例为1∶1∶1,木本纤维、草本纤维、缓效性肥料与壤土按质量比为10∶10∶3∶77进行混合,草籽采用黑麦草、高羊茅和狗牙根按质量比为1∶1∶1进行混合。具体防护技术包括如下步骤:The technical solution of the present invention, the bamboo-wood lattice beam of environmental protection and energy-saving side slope protection of mountain roads, is characterized in that bamboo piles (i.e. bamboo) are used as anchor rods, and bamboo piles and wood chips are used in combination to carry out slope ecological consolidation, utilizing Improve the soil for planting and greening to achieve the combined protection of the deep and shallow layers of the slope. The diameter of the bamboo piles is 5-11cm. The distance between the grouting holes along the length direction is not more than 40cm, and the diameter of the grouting holes is not less than 1cm. The transverse rib beam and the vertical rib beam are made of concrete or reinforced concrete, and are cast-in-place. The bamboo-wood lattice beam is a prefabricated assembled structure. Bamboo is used as the vertical bamboo rib column, and the diamond-shaped lattice structure is formed by crossing wood chips. The diameter of the vertical bamboo rib column is 8-11cm. The columns are connected to support the weight of the diamond-shaped lattice structure, and the improved soil is cultivated in the lattice structure. The improved soil is composed of local loam and amendments. The amendments include woody fibers, herbaceous fibers, and slow-acting fertilizers. The slow-acting fertilizers are nitrogen, phosphorus, and potassium. Mixed materials, the mass ratio of nitrogen, phosphorus and potassium is 1:1:1, woody fiber, herbaceous fiber, slow-acting fertilizer and loam are mixed in a mass ratio of 10:10:3:77, and the grass seeds are ryegrass, tall sheep Mao Mao and Bermudagrass are mixed in a mass ratio of 1:1:1. Specific protection techniques include the following steps:

(1)开挖边坡,刷坡,整理坡面,坡顶与坡脚处设有排水沟,分级边坡设有碎落台与排水沟;(1) Excavate the side slope, brush the slope, and tidy up the slope surface. Drainage ditches are provided at the top and foot of the slope, and broken down platforms and drainage ditches are provided for graded slopes;

(2)放线,开挖横向与竖向肋梁槽,横向与竖向肋梁槽交叉点进行钻孔,钻孔内安置带有注浆孔的竹桩,将尖端放入孔内,竹桩入土深度不小于60cm,坡面露出竹桩部分长度与横向肋梁、竖向肋梁平齐,从竹桩底部开始注浆至坡面;(2) Set out the wires, excavate the horizontal and vertical rib beam grooves, drill holes at the intersection of the horizontal and vertical rib beam grooves, place bamboo piles with grouting holes in the drill holes, put the tips into the holes, and the bamboo piles The depth of the piles should not be less than 60cm, and the length of the exposed bamboo piles on the slope should be equal to the horizontal and vertical rib beams, and the grout should be injected from the bottom of the bamboo piles to the slope;

(3)在肋梁槽内现浇混凝土或钢筋混凝土,并喷水养护至规范要求的强度,竖向肋梁间隔为300cm-400cm,横向肋梁间隔为180cm-240cm;(3) Cast in-situ concrete or reinforced concrete in the rib beam groove, and spray water to maintain the strength required by the specification. The vertical rib beam interval is 300cm-400cm, and the transverse rib beam interval is 180cm-240cm;

(4)将预制拼装好的竹木格构梁安置在横向肋梁与竖向肋梁构成的格子内;(4) Place the prefabricated and assembled bamboo-wood lattice beams in the lattice formed by the horizontal rib beams and the vertical rib beams;

(5)将氮磷钾按质量比例为1∶1∶1进行混合,将木本纤维、草本纤维、缓效性肥料与壤土按质量比为10∶10∶3∶77配置成改良土,将黑麦草、高羊茅和狗牙根按质量比为1∶1∶1配置草籽,将改良土与草籽混合培植到竹木格构梁菱形框架内;(5) Mix nitrogen, phosphorus and potassium in a mass ratio of 1:1:1, and configure woody fiber, herbaceous fiber, slow-acting fertilizer and loam into improved soil in a mass ratio of 10:10:3:77. The ryegrass, tall fescue and bermudagrass are arranged with grass seeds according to the mass ratio of 1:1:1, and the improved soil and grass seeds are mixed and cultivated in the rhombus frame of bamboo and wood lattice beams;

(6)培植混合草籽的改良土,按照从左到右,从上到下进行施工,施工后喷适量水,用无纺布遮盖改良土,待草长出后进行定期修剪。(6) Cultivate the improved soil with mixed grass seeds. Construction is carried out from left to right and from top to bottom. After construction, spray appropriate amount of water, cover the improved soil with non-woven fabric, and trim regularly after the grass grows.

本发明优点:Advantage of the present invention:

施工简单,就地取材,绿色环保,节约能源,满足生态边坡防护的要求。The construction is simple, local materials are used, green and environmental protection, energy saving, and meet the requirements of ecological slope protection.

本发明适用范围:The scope of application of the present invention:

适用于土木工程中遇到的各种深层与浅层土质边坡绿化防护工程。It is suitable for various deep and shallow soil slope greening protection projects encountered in civil engineering.

附图说明: Description of drawings:

图1是竹木格构梁平面布置图。其中有竹桩1、木片2、竖向竹肋柱3、横向肋梁4、竖向肋梁5、横向木支撑6。Figure 1 is a plan layout of bamboo and wood lattice beams. Wherein there are bamboo piles 1, wood chips 2, vertical bamboo rib columns 3, horizontal rib beams 4, vertical rib beams 5, and horizontal wooden supports 6.

图2是竹木格构梁平面布置图的A-A剖面图。其中有竹桩1、注浆孔7。Fig. 2 is the A-A sectional view of the floor plan of the bamboo-wood lattice beam. Wherein bamboo stake 1, grouting hole 7 are arranged.

图2是竹木格构梁平面布置图的B放大图。其中有木片2、竖向竹肋柱3、横向木支撑6。Figure 2 is an enlarged view of B of the planar layout of the bamboo-wood lattice beam. Wood chip 2, vertical bamboo rib column 3, horizontal wooden support 6 are arranged wherein.

具体实施方式: Detailed ways:

实施例:某高速公路土质边坡生态绿化防护方法如下,Embodiment: the ecological greening protection method of a certain expressway soil slope is as follows,

①某高6米、坡率为1∶1、长为30米的土质边坡,进行表层生态绿化;① For a soil slope with a height of 6 meters, a slope ratio of 1:1, and a length of 30 meters, carry out surface ecological greening;

②将氮磷钾按质量比例为1∶1∶1进行配置,将木本纤维、草本纤维、缓效性肥料与壤土按质量比为10∶10∶3∶77配置成改良土,共配置约30m3改良土,将黑麦草、高羊茅和狗牙根按质量比为1∶1∶1配置草籽,混合后的草籽共配置约30kg,将改良土与草籽混合备用;② Prepare nitrogen, phosphorus and potassium in a mass ratio of 1:1:1, and mix woody fiber, herbaceous fiber, slow-acting fertilizer and loam in a mass ratio of 10:10:3:77 to form improved soil. A total of about 30m 3 improved soil, mix ryegrass, tall fescue and bermudagrass with a mass ratio of 1:1:1 to prepare grass seeds, mix the grass seeds with a total of about 30kg, mix the improved soil and grass seeds for later use;

③对边坡进行刷坡、放线、钻孔,安装直径为7cm的竹桩,并进行注浆;③ Slope brushing, setting out, drilling holes on the slope, installing bamboo piles with a diameter of 7cm, and grouting;

④开挖横向肋梁槽与竖向肋梁槽,并进行混凝土现浇施工;④Excavate the transverse rib beam groove and the vertical rib beam groove, and carry out the concrete pouring construction;

⑤将预制拼装好的竹木格构梁安置在横向肋梁与竖向肋梁构成的菱形框格内;⑤ Place the prefabricated and assembled bamboo-wood lattice beams in the rhombus frame formed by the transverse rib beams and vertical rib beams;

⑥按照从左到右、从上到下的施工顺序,将改良土与草籽的混合土进行培植,然后浇水,覆盖无纺布。⑥ According to the construction sequence from left to right and from top to bottom, cultivate the mixed soil of improved soil and grass seeds, then water and cover with non-woven fabric.

Claims (1)

1. mountain highway environment-friendly and energy-efficient side slope protection bamboo wood lattice girder is characterized in that the bamboo stake as anchor pole, the bamboo stake is used in combination with wood chip carries out slope ecological Gu Po; Utilize conditioned soil to cultivate greening, bamboo stake diameter is 5-11cm, and the bamboo stake connects successively; The end that buries is fined away, and injected hole is carved with on bamboo stake surface, and injected hole evenly distributes; Injected hole is not more than 40cm along its length at interval, and the injected hole diameter is not less than 1cm, and laterally girt strip adopts concrete or Reinforced Concrete Materials with vertical girt strip; Carry out cast-in-place construction, bamboo wood lattice girder is the precast assembly structure, adopts bamboo as vertical bamboo rib post; Adopt the wood chip interleaved mode to constitute the rhombus lattice, vertical bamboo rib column diameter is 8-11cm, vertically adopts wood chip as laterally wood support between the bamboo rib post; Laterally wood supports with vertical bamboo rib post and is connected, and supports rhombus lattice weight, cultivates conditioned soil in the lattice; Conditioned soil is made up of local loam and modifying agent, and modifying agent comprises woody fiber, draft fiber, controlled-release fertilizer, and controlled-release fertilizer is the mixed material of nitrogen phosphorus potassium; Nitrogen phosphorus potassium mass ratio is 1: 1: 1, and woody fiber, draft fiber, controlled-release fertilizer are 10: 10: 3 with loam by mass ratio: 77 mix, and it is to mix at 1: 1: 1 by mass ratio that grass-seed is adopted rye grass, Festuca Arundinacea and Bermuda grass.
CN201210182972.8A 2012-06-06 2012-06-06 Environment-friendly and energy-saving slope protection bamboo-wood lattice beam for mountain highway Expired - Fee Related CN102691306B (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103835310A (en) * 2012-11-21 2014-06-04 李梦湘 Crib gravity retaining wall
CN104213568A (en) * 2014-09-18 2014-12-17 成都理工大学 Grouting and bottom fixing sand-sliding slope protection device
CN104863149A (en) * 2015-05-21 2015-08-26 东华理工大学 Humid environment earthen site slump damage flexible drainage bamboo fiber rod reinforcement method
CN105421470A (en) * 2015-11-18 2016-03-23 江西双德建筑工程有限公司 Construction method for assembled type anchor rod and arch framework combined type ecological slope protection
CN106149734A (en) * 2016-06-21 2016-11-23 西安科技大学 A kind of ground protective slope structure and construction method thereof
CN106320350A (en) * 2015-06-24 2017-01-11 辽宁有色基础工程公司 Concrete pouring method for reinforced concrete lattice beams in slope treatment
CN108744338A (en) * 2018-04-20 2018-11-06 山西绿巨人环境科技有限公司 A kind of anti-resume combustion Gangue body platform and its grouting method of checkerboard trench digging
CN109610482A (en) * 2018-11-30 2019-04-12 中南林业科技大学 Bamboo bolt-living tree stump combined slope protection structure and construction method thereof
CN112921896A (en) * 2021-01-30 2021-06-08 倪成 Water conservancy dyke slope protection structure of quick construction

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2391913Y (en) * 1999-08-11 2000-08-16 陆根初 Concrete pile making by usie of bamboo as mould-pipe
JP2004084402A (en) * 2002-08-29 2004-03-18 Ohbayashi Corp Fixing plate for greening, fixing structure for greening and method of construction
CN1837508A (en) * 2006-04-20 2006-09-27 三峡大学 Ecological slope protection method for anti-scouring substrate
CN101401513A (en) * 2008-05-14 2009-04-08 云南恒达市政园林工程有限公司 Ecological recovery technique for bamboo splits grid
CN201334668Y (en) * 2009-02-25 2009-10-28 福建省建筑科学研究院 Moso bamboo row pile

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2391913Y (en) * 1999-08-11 2000-08-16 陆根初 Concrete pile making by usie of bamboo as mould-pipe
JP2004084402A (en) * 2002-08-29 2004-03-18 Ohbayashi Corp Fixing plate for greening, fixing structure for greening and method of construction
CN1837508A (en) * 2006-04-20 2006-09-27 三峡大学 Ecological slope protection method for anti-scouring substrate
CN101401513A (en) * 2008-05-14 2009-04-08 云南恒达市政园林工程有限公司 Ecological recovery technique for bamboo splits grid
CN201334668Y (en) * 2009-02-25 2009-10-28 福建省建筑科学研究院 Moso bamboo row pile

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103835310A (en) * 2012-11-21 2014-06-04 李梦湘 Crib gravity retaining wall
CN104213568A (en) * 2014-09-18 2014-12-17 成都理工大学 Grouting and bottom fixing sand-sliding slope protection device
CN104213568B (en) * 2014-09-18 2016-04-06 成都理工大学 Sand-sliding slope protector of a kind of slip casting solid end
CN104863149A (en) * 2015-05-21 2015-08-26 东华理工大学 Humid environment earthen site slump damage flexible drainage bamboo fiber rod reinforcement method
CN104863149B (en) * 2015-05-21 2017-02-08 东华理工大学 Humid environment earthen site slump damage flexible drainage bamboo fiber rod reinforcement method
CN106320350A (en) * 2015-06-24 2017-01-11 辽宁有色基础工程公司 Concrete pouring method for reinforced concrete lattice beams in slope treatment
CN105421470A (en) * 2015-11-18 2016-03-23 江西双德建筑工程有限公司 Construction method for assembled type anchor rod and arch framework combined type ecological slope protection
CN106149734A (en) * 2016-06-21 2016-11-23 西安科技大学 A kind of ground protective slope structure and construction method thereof
CN108744338A (en) * 2018-04-20 2018-11-06 山西绿巨人环境科技有限公司 A kind of anti-resume combustion Gangue body platform and its grouting method of checkerboard trench digging
CN109610482A (en) * 2018-11-30 2019-04-12 中南林业科技大学 Bamboo bolt-living tree stump combined slope protection structure and construction method thereof
CN112921896A (en) * 2021-01-30 2021-06-08 倪成 Water conservancy dyke slope protection structure of quick construction
CN112921896B (en) * 2021-01-30 2022-04-15 倪成 Water conservancy dyke slope protection structure of quick construction

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