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CN202157338U - Box type retaining wall - Google Patents

Box type retaining wall Download PDF

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Publication number
CN202157338U
CN202157338U CN2011202244182U CN201120224418U CN202157338U CN 202157338 U CN202157338 U CN 202157338U CN 2011202244182 U CN2011202244182 U CN 2011202244182U CN 201120224418 U CN201120224418 U CN 201120224418U CN 202157338 U CN202157338 U CN 202157338U
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China
Prior art keywords
box
retaining wall
layer
casing
wall according
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Expired - Fee Related
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CN2011202244182U
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Chinese (zh)
Inventor
崔广强
吴能森
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Fujian Agriculture and Forestry University
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Fujian Agriculture and Forestry University
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Priority to CN2011202244182U priority Critical patent/CN202157338U/en
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Publication of CN202157338U publication Critical patent/CN202157338U/en
Anticipated expiration legal-status Critical
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Abstract

The utility model relates to a box type retaining wall. The box type retaining wall is characterized in that the box type retaining wall comprises a multiple layers of cuboid-shaped box bodies which superpose together. Each layer of box body is arranged by a plurality of identical box bodies. The volume of each box body of each layer successively decreases layer by layer. The box body is filled with sandy soil. The upper layer of box body is fixedly connected to the lower layer of box body through a pole body, and the box body at the bottom is fixedly connected to the ground through the pole body. The retaining wall is all composed by reinforced concrete members prefabricated by a factory, and thereby the retaining wall can be hoisted by a crane after the site is flattened. The box type retaining wall is simple in structure, fast in construction speed, good in stability, and is suitable for the support of slope engineering like dams, riverbanks, roads and railways.

Description

箱式挡土墙box retaining wall

技术领域:Technical field:

本实用新型是一种支挡边坡的结构物,具体是指一种工厂预制的由钢筋混凝土制成的箱式挡土墙。 The utility model relates to a structure supporting and retaining a side slope, in particular to a factory prefabricated box-type retaining wall made of reinforced concrete.

背景技术:Background technique:

在基础工程设施建设过程中,保持边坡稳定性是一项重要的内容,修建挡土墙支挡边坡是常用的方法之一。挡土墙形式与种类众多,如浆砌块石挡土墙、钢筋混凝土挡土墙、锚杆式挡土墙、加筋土挡土墙等,这些挡土墙施工均需要较长时间,若工期要求比较短,这些挡土墙将不能满足要求。 During the construction of foundation engineering facilities, maintaining slope stability is an important content, and building retaining walls to support slopes is one of the commonly used methods. There are many forms and types of retaining walls, such as mortar block stone retaining walls, reinforced concrete retaining walls, anchor retaining walls, reinforced soil retaining walls, etc., and the construction of these retaining walls will take a long time. The construction period is relatively short, and these retaining walls will not meet the requirements.

发明内容:Invention content:

有鉴于此,本实用新型的目的在于提供一种由工厂预制的钢筋混凝土箱建成的挡土墙,可避免传统制作挡土墙工期较长的问题。 In view of this, the purpose of this utility model is to provide a retaining wall made of prefabricated reinforced concrete boxes, which can avoid the long construction period of traditional retaining walls.

为实现上述目的,本实用新型的技术方案是: In order to achieve the above object, the technical solution of the utility model is:

本实用新型箱式挡土墙,其特征在于:包括叠置在一起的若干层长方体箱体,所述各层箱体也由若干相同的箱体并排构成,各层的每个箱体宽度自下而上逐层减小,在箱体内填充有砂土,所述上、下层箱体间及最底层箱体与地面之间通过桩体连接固定。 The box-type retaining wall of the utility model is characterized in that: it includes several layers of cuboid boxes stacked together, and each layer of box bodies is also composed of several identical boxes side by side, and the width of each box body in each layer is automatically It decreases layer by layer from bottom to top, and the box is filled with sand and soil. The space between the upper and lower boxes and the bottom box and the ground are connected and fixed by piles.

上述各箱体的两侧设有竖向凹槽和竖向凸条,以利两两箱体之间通过竖向凹槽和竖向凸条对插固定。 The two sides of the above-mentioned boxes are provided with vertical grooves and vertical ridges, so that two boxes are inserted and fixed through the vertical grooves and vertical ridges.

上述箱体顶面为开口,其余面为钢筋混凝土浇铸土板。 The top surface of the above-mentioned box body is an opening, and the remaining surfaces are reinforced concrete cast soil slabs.

上述箱体高度为0.5-1.5m,长度和宽度均为1-2m。 Above-mentioned box height is 0.5-1.5m, and length and width are 1-2m.

上述箱体底面板上设有4个孔洞,以用于钢筋混凝土浇铸而成的圆柱形桩体的穿设钉接固定。 There are 4 holes on the bottom panel of the above-mentioned box body, which are used for piercing and nailing of the cylindrical pile body cast by reinforced concrete.

上述箱体顶部固定有两个钢筋拉环以利吊装。 Two steel bar pull rings are fixed on the top of the above box to facilitate hoisting.

上述箱体之间的孔隙土体上种植花草。 Flowers and plants are planted on the porous soil between the above-mentioned box bodies.

箱体有5块钢筋混凝土板组成,顶面为开口,底板上留有4个孔洞,直径为20cm,用以穿过所述桩体,所述箱体两侧分别有2个凹槽和2个凸条,用以相邻所述箱体之间相互卡住,增大整体稳定性,所述箱体顶部的两个钢筋拉环用以吊车起吊;所述桩体,中间由一根直接为10mm的螺纹钢、周围由混凝土形成的圆柱体,其端部呈锥形。 The box body is composed of 5 reinforced concrete slabs, the top surface is an opening, and 4 holes with a diameter of 20 cm are left on the bottom plate to pass through the pile body. There are 2 grooves and 2 holes on both sides of the box body. A convex strip is used to block each other between the adjacent boxes to increase the overall stability. The two steel bar pull rings on the top of the box are used for lifting by a crane; 10mm rebar, surrounded by a cylinder of concrete with tapered ends.

本实用新型的工作原理是,将所述箱体灌满土体并压实,所述箱体底部孔洞钉入所述桩体,所述箱体与地基土的摩擦力和桩体与地基土的相互作用共同阻止该挡土墙发生滑动与倾覆;所述箱体逐层叠加,且上部的宽度比下部的略小,上部所述箱体未覆盖下部所述箱体的土体部分种植花草,美化环境。 The working principle of the utility model is that the box is filled with soil and compacted, the hole at the bottom of the box is nailed into the pile, the friction between the box and the foundation soil and the friction between the pile and the foundation soil The interaction of the retaining wall together prevents the retaining wall from sliding and overturning; the boxes are stacked layer by layer, and the width of the upper part is slightly smaller than that of the lower part, and the upper part of the box does not cover the soil part of the lower part of the box to plant flowers and plants ,beautify environment.

本实用新型挡土墙全部由工厂预制的钢筋混凝土构件组成,现场只需平整场地和吊车吊装,其构造简单、施工速度快且稳定性良好,可适用于堤坝、河岸、公路和铁路等边坡工程的支护。 The retaining wall of the utility model is entirely composed of reinforced concrete components prefabricated in the factory. It only needs to level the site and hoist it with a crane. It has a simple structure, fast construction speed and good stability, and can be applied to slopes such as embankments, river banks, roads and railways. engineering support.

附图说明 Description of drawings

图1为本实用新型剖面示意图; Fig. 1 is a schematic sectional view of the utility model;

图2为本实用新型箱体A-A剖面图。 Fig. 2 is the A-A sectional view of the box body of the utility model.

具体实施方式 Detailed ways

本实用新型箱式挡土墙,如图1所示,包括叠置在一起的若干层长方体箱体1,各层箱体也由若干相同的箱体并排构成,各层的每个箱体宽度自下而上逐层减小,在箱体内填充有砂土3,上、下层箱体间及最底层箱体与地面之间通过桩体2连接固定。 The box-type retaining wall of the utility model, as shown in Figure 1, comprises several layers of cuboid boxes 1 stacked together, and each layer of boxes is also composed of several identical boxes side by side, and each box width of each layer It decreases layer by layer from bottom to top, and the box is filled with sand 3, and the upper and lower boxes and between the bottom box and the ground are connected and fixed by piles 2.

上述各箱体的两侧设有竖向凹槽4和竖向凸条5,以利两两箱体之间通过竖向凹槽和竖向凸条对插固定。 Both sides of the above-mentioned boxes are provided with vertical grooves 4 and vertical protruding strips 5, so that two boxes can be inserted and fixed through the vertical grooves and the vertical protruding strips.

上述箱体顶面为开口,其余面为钢筋混凝土浇铸土板。 The top surface of the above-mentioned box body is an opening, and the remaining surfaces are reinforced concrete cast soil slabs.

上述箱体高度为0.5-1.5m,长度和宽度均为1-2m。 Above-mentioned box height is 0.5-1.5m, and length and width are 1-2m.

上述箱体底面板上设有4个孔洞6,以用于钢筋混凝土浇铸而成的圆柱形桩体的穿设钉接固定。 Four holes 6 are provided on the bottom panel of the above-mentioned box body, which are used for piercing and nailing of the cylindrical pile body formed by reinforced concrete casting.

上述箱体顶部固定有两个钢筋拉环以利吊装。 Two steel bar pull rings are fixed on the top of the above box to facilitate hoisting.

上述箱体之间的孔隙土体上种植花草。 Flowers and plants are planted on the porous soil between the above-mentioned box bodies.

具体施工时,首先在拟建挡土墙位置开挖基坑K,坑深50cm,然后吊车勾住箱体1两侧的钢筋拉环,吊起并放入基坑,依次吊起相邻箱体1,使得相邻的两个箱体1的凹槽4和凸条5相互卡住,在每个箱体1的底板孔洞6上钉入桩体2,使得桩体2进入底部地基土层内,将边坡周围土体填入箱体1内,并压实,至此为第一层挡土墙施工完毕;吊起宽度较小、长度与第一层挡土墙相同的箱体1,放入到第一层挡土墙填土的顶部,并靠近第一层箱体的后部,相邻的箱体1相互卡住,钉入桩体2和填充并压实土体;同样方法施工第三层挡土墙,…,直至挡土墙设计高度;上下相邻两层箱体1之间的出露土体,可以种植花草加以绿化。 During the specific construction, first excavate the foundation pit K at the position of the proposed retaining wall, the depth of the pit is 50cm, and then the crane hooks the steel bar pull rings on both sides of the box body 1, lifts it and puts it into the foundation pit, and lifts the adjacent boxes one by one body 1, so that the grooves 4 and convex strips 5 of two adjacent boxes 1 are locked to each other, and the pile body 2 is nailed into the bottom plate hole 6 of each box body 1, so that the pile body 2 enters the bottom foundation soil layer Inside, fill the soil around the slope into the box 1 and compact it, so far the construction of the first layer of retaining wall is completed; lift the box 1 with a smaller width and the same length as the first layer of retaining wall, Put it on the top of the filling soil of the first layer of retaining wall, and close to the rear of the first layer of boxes, the adjacent boxes 1 are stuck to each other, nailed into the pile 2 and filled and compacted the soil; the same method Construction of the third layer of retaining wall, ... until the design height of the retaining wall; the exposed soil between the upper and lower adjacent two-layer box body 1 can be planted with flowers and plants for greening.

该实用新型实施后具有以下明显效益: After the utility model is implemented, it has the following obvious benefits:

(1)施工简单快速,挡土墙所有构件均为工厂预制,现场只需安装即可,省时省力,一次可大批量生产,节约成本;(2)稳定性良好,箱体由桩体钉入下层土体中,具有良好的抗滑性和抗倾覆性,箱体之间相互由凹槽和凸条卡住,横向稳定性良好;(3)上下相邻两层箱体之间的出露土体,种植花草加以绿化,避免传统挡土墙色调单一的问题。 (1) The construction is simple and fast, all the components of the retaining wall are prefabricated in the factory, and only need to be installed on site, saving time and effort, and can be mass-produced at one time, saving costs; (2) Good stability, the box is nailed by piles It has good anti-skid and anti-overturning properties, and the boxes are locked by grooves and convex strips, and the lateral stability is good; (3) The outlet between the upper and lower adjacent two-layer boxes The soil is exposed, and flowers and plants are planted for greening, so as to avoid the problem of single tone of the traditional retaining wall.

Claims (7)

1. box retaining wall; It is characterized in that: comprise the several layers cuboid casing that stacks together; Said each layer box body also is made up of some identical casings side by side; Each casing width of each layer successively reduces from bottom to top, in casing, is filled with sand, is connected through pile body between between said upper and lower layer box body and bottom casing and the ground and fixes.
2. box retaining wall according to claim 1 is characterized in that: the both sides of said each casing are provided with vertical groove and vertical raised line, in order to fixing to inserting through vertical groove and vertical raised line between two two tanks.
3. box retaining wall according to claim 1 and 2 is characterized in that: said box top is an opening, and its lap is a steel bar concrete casting soil plate.
4. box retaining wall according to claim 3 is characterized in that: said box height is 0.5-1.5m, and length and width are 1-2m.
5. box retaining wall according to claim 4 is characterized in that: said tank floor plate is provided with 4 holes, fixes with the nail joint that wears that is used for the cylindrical pile body that steel bar concrete casting forms.
6. box retaining wall according to claim 5 is characterized in that: said casing top is fixed with two reinforcing bar draw rings in order to lifting.
7. box retaining wall according to claim 6 is characterized in that: plant flowers and plants on the hole soil body between the said casing.
CN2011202244182U 2011-06-29 2011-06-29 Box type retaining wall Expired - Fee Related CN202157338U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011202244182U CN202157338U (en) 2011-06-29 2011-06-29 Box type retaining wall

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Application Number Priority Date Filing Date Title
CN2011202244182U CN202157338U (en) 2011-06-29 2011-06-29 Box type retaining wall

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CN202157338U true CN202157338U (en) 2012-03-07

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113152516A (en) * 2021-04-30 2021-07-23 万特福建筑构件有限公司 Assembled retaining wall prefabricated part and assembling method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113152516A (en) * 2021-04-30 2021-07-23 万特福建筑构件有限公司 Assembled retaining wall prefabricated part and assembling method thereof

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120307

Termination date: 20140629

EXPY Termination of patent right or utility model