CN105544598B - Assembly concrete tubulose building block ecology retaining wall - Google Patents

Assembly concrete tubulose building block ecology retaining wall Download PDF

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CN105544598B
CN105544598B CN201510906554.2A CN201510906554A CN105544598B CN 105544598 B CN105544598 B CN 105544598B CN 201510906554 A CN201510906554 A CN 201510906554A CN 105544598 B CN105544598 B CN 105544598B
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tubular
layer
tubular block
block
concrete
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CN105544598A (en
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过杰
周逢强
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Wuxi Water Conservancy Design Institute Co ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0266Retaining or protecting walls characterised by constructional features made up of preformed elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/066Quays

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Revetment (AREA)
  • Retaining Walls (AREA)

Abstract

本发明涉及一种装配式混凝土管状砌块生态挡土墙,其特征在于它包括底板(5),所述底板(5)上从下至上设置有多层混凝土管状砌块层,多层混凝土管状砌块层的外缘面逐层向后方缩进,所述混凝土管状砌块层包括前排的一排第一管状砌块排以及后排的至少一排第二管状砌块排,每层混凝土管状砌块层的第一管状砌块(1)的第一管状砌块本体(1.1)内、第二管状砌块(2)的第二管状砌块本体(2.1)内以及相邻的管状砌块排形成的间隙中均填充有种植土。本发明装配式混凝土管状砌块生态挡土墙具有生态效益良好、施工简单、质量可靠、成本可控的优点,是一种优质的新型生态挡土墙。

The invention relates to a prefabricated concrete tubular block ecological retaining wall, which is characterized in that it includes a bottom plate (5), and the bottom plate (5) is provided with a multi-layer concrete tubular block layer from bottom to top, and the multi-layer concrete tubular block layer The outer edge surface of the block layer is indented to the rear layer by layer. The concrete tubular block layer includes a row of first tubular block rows in the front row and at least one second row of tubular block rows in the rear row. Each layer of concrete Inside the first tubular block body (1.1) of the first tubular block (1) of the tubular block layer, within the second tubular block body (2.1) of the second tubular block (2) and adjacent tubular blocks The gaps formed by the block rows are all filled with planting soil. The prefabricated concrete tubular block ecological retaining wall of the present invention has the advantages of good ecological benefit, simple construction, reliable quality and controllable cost, and is a high-quality novel ecological retaining wall.

Description

装配式混凝土管状砌块生态挡土墙Prefabricated concrete tubular block ecological retaining wall

技术领域technical field

本发明涉及一种装配式混凝土管状砌块生态挡土墙。The invention relates to an ecological retaining wall of assembled concrete tubular blocks.

背景技术Background technique

挡土墙建于坡地,用以加固土坡或石坡,在水利、交通、市政工程中,是一种最为常见的建筑物。Retaining walls are built on slopes to reinforce soil slopes or stone slopes. They are the most common buildings in water conservancy, transportation, and municipal engineering.

传统硬质挡墙材质通常由石材或钢筋混凝土浇筑而成,质量可靠,技术成熟,在工程上利用非常广泛。但是这种挡土墙由于本身对土体造成分隔,对生态环境造成较大影响,特别是河道沿线挡墙。对于河道来说,墙前为水体,墙后为土体,两者在天然状态下有机交融,各类动植物可以自由交互,形成一个完整的生态系统,但由于传统挡墙的硬质特点,将水和土强行隔开,两者失去交流通道,对局部环境造成很大破坏。The traditional hard retaining wall is usually made of stone or reinforced concrete, with reliable quality and mature technology, and is widely used in engineering. However, this kind of retaining wall has a great impact on the ecological environment because it separates the soil, especially the retaining wall along the river. For the river channel, the water body is in front of the wall, and the soil body is behind the wall. The two are organically blended in a natural state, and various animals and plants can interact freely to form a complete ecosystem. However, due to the rigidity of traditional retaining walls, The water and soil are forcibly separated, and the two lose communication channels, causing great damage to the local environment.

随着社会经济的发展,生态环境保护越来越得到重视,为了解决这一问题,近年来市场上陆续出现了多种生态挡墙,但由于仍处在摸索阶段,目前这些生态挡墙均存在各式各样的问题。主要问题集中在:With the development of social economy, more and more attention has been paid to the protection of the ecological environment. In order to solve this problem, a variety of ecological retaining walls have appeared on the market in recent years. All kinds of questions. The main issues focus on:

1、为了软化驳岸,形成两边通透的结构,往往挡墙设计的比较复杂,不太适合工地现场大范围规模化施工;1. In order to soften the revetment and form a transparent structure on both sides, the design of the retaining wall is often more complicated, which is not suitable for large-scale construction on the site;

2、新型结构分析理论尚不成熟,挡墙质量很大程度依赖于施工单位自身素质;2. The new structure analysis theory is not yet mature, and the quality of the retaining wall largely depends on the quality of the construction unit itself;

3、新型结构和材料成本居高不下。3. The cost of new structures and materials remains high.

因此寻求一种生态效益良好、施工简单、质量可靠、成本可控的生态挡土墙显得尤为重要。Therefore, it is particularly important to seek an ecological retaining wall with good ecological benefits, simple construction, reliable quality and controllable cost.

发明内容Contents of the invention

本发明的目的在于克服上述不足,提供一种生态效益良好、施工简单、质量可靠、成本可控的装配式混凝土管状砌块生态挡土墙。The purpose of the present invention is to overcome the above disadvantages and provide an ecological retaining wall of assembled concrete tubular blocks with good ecological benefits, simple construction, reliable quality and controllable cost.

本发明的目的是这样实现的:The purpose of the present invention is achieved like this:

一种装配式混凝土管状砌块生态挡土墙,它包括底板,所述底板上从下至上设置有多层混凝土管状砌块层,多层混凝土管状砌块层的外缘面逐层向后方缩进,所述混凝土管状砌块层包括前排的一排第一管状砌块排以及后排的至少一排第二管状砌块排,所述第一管状砌块排包括沿挡土墙长度方向的多个第一管状砌块,所述第二管状砌块排包括沿挡土墙长度方向的多个第二管状砌块,所述第一管状砌块包括第一管状砌块本体,所述第一管状砌块本体中部的前后左右设置有第一通孔,所述第二管状砌块包括第二管状砌块本体,所述第二管状砌块本体中部的前后左右设置有第二通孔,形成混凝土管状砌块层时,相邻两个第一管状砌块对应处的第一通孔相连通,相邻两个第二管状砌块对应处的第二通孔相连通,相邻第一管状砌块与第二管状砌块对应处的第一通孔与第二通孔相连通,相邻两层的混凝土管状砌块层的第一管状砌块排错位布置,每层混凝土管状砌块层的第一管状砌块的第一管状砌块本体内、第二管状砌块的第二管状砌块本体内以及相邻的管状砌块排形成的间隙中均填充有种植土。A prefabricated concrete tubular block ecological retaining wall, which includes a base plate, on which a multi-layer concrete tubular block layer is arranged from bottom to top, and the outer edge surface of the multi-layer concrete tubular block layer shrinks backward layer by layer Further, the concrete tubular block layer includes a row of first tubular block rows in the front row and at least one second row of tubular block rows in the rear row, and the first tubular block row includes a plurality of first tubular blocks, the second tubular block row includes a plurality of second tubular blocks along the length of the retaining wall, the first tubular blocks include a first tubular block body, the The middle part of the first tubular block body is provided with first through holes, the second tubular block body includes a second tubular block body, and the middle part of the second tubular block body is provided with second through holes , when the concrete tubular block layer is formed, the first through holes corresponding to two adjacent first tubular blocks are connected, the second through holes corresponding to two adjacent second tubular blocks are connected, and the adjacent second tubular blocks are connected. The first through hole at the corresponding position of the first tubular block and the second tubular block communicates with the second through hole, and the first tubular blocks of the adjacent two layers of concrete tubular block layers are arranged in dislocation, and each layer of concrete tubular block Planting soil is filled in the first tubular block body of the first tubular block of the block layer, the second tubular block body of the second tubular block and the gaps formed by adjacent tubular block rows.

相邻两层混凝土管状砌块层之间设置有土工格栅。A geogrid is arranged between two adjacent layers of concrete tubular block layers.

每层的最后一排第二管状砌块排后方设置有竖向布置的无纺布。A vertically arranged non-woven fabric is arranged behind the last row of the second tubular block row of each layer.

所述第一管状砌块本体的顶部前段设置有砌块凸缘,上层第一管状砌块排的第一管状砌块的底部前侧壁抵住下层第一管状砌块排的第一管状砌块的砌块凸缘后侧壁。The top front section of the first tubular block body is provided with a block flange, and the bottom front side wall of the first tubular block of the first tubular block row on the upper layer is against the first tubular block of the first tubular block row on the lower layer. The block flange rear sidewall of the block.

与现有技术相比,本发明的有益效果是:Compared with prior art, the beneficial effect of the present invention is:

1、管状砌块间具有大量通孔,前后通透,利于水、岸生物交换,同时管状砌块本体形成的种植穴内可种植芦苇等水生植物,吸收水中的氮磷钾,净化水质,具有良好的生态效益。1. There are a large number of through holes between the tubular blocks, and the front and rear are transparent, which is conducive to the biological exchange of water and shore. At the same time, the planting hole formed by the tubular block body can be planted with aquatic plants such as reeds, absorbing nitrogen, phosphorus and potassium in the water, and purifying the water quality. ecological benefits.

2、管状砌块均可以批量预制生产,现场仅需要简单组装拼接,远比现场浇筑速度快得多,所以施工速度快。2. Tubular blocks can be prefabricated in batches, and only need simple assembly and splicing on site, which is much faster than on-site pouring, so the construction speed is fast.

3、由于管状砌块均为厂家预制,质量可控,实际建成质量效果好于现场浇筑。3. Since the tubular blocks are all prefabricated by the manufacturer, the quality is controllable, and the actual construction quality is better than that of on-site pouring.

4、降低造价,由于土工格栅的应用减少了墙后土压力,才能具备装配式混凝土管状砌块生态挡土墙的实施条件,使得混凝土用量和钢筋用量大大减少。4. Reduce the cost. Since the application of geogrid reduces the earth pressure behind the wall, the conditions for the implementation of the prefabricated concrete tubular block ecological retaining wall can be met, which greatly reduces the amount of concrete and steel.

综上所述:由于装配式混凝土管状砌块生态挡土墙前后通透,满足了水岸交换的条件,并可在迎水面的管状砌块的种植穴中种植芦苇等水生植物。同时经理论计算优化后的管状砌块可以在预制场预制,再进行现场组装,最大程度上提高了生产速度并保证施工质量。因此本发明装配式混凝土管状砌块生态挡土墙具有生态效益良好、施工简单、质量可靠、成本可控的优点,是一种优质的新型生态挡土墙。To sum up: Because the prefabricated concrete tubular block ecological retaining wall is transparent in front and back, it meets the conditions for water-shore exchange, and can plant reeds and other aquatic plants in the planting holes of the tubular blocks on the water-facing surface. At the same time, the optimized tubular blocks through theoretical calculations can be prefabricated in the prefabrication yard, and then assembled on site, which improves the production speed to the greatest extent and ensures the construction quality. Therefore, the prefabricated concrete tubular block ecological retaining wall of the present invention has the advantages of good ecological benefits, simple construction, reliable quality, and controllable cost, and is a high-quality novel ecological retaining wall.

附图说明Description of drawings

图1为本发明装配式混凝土管状砌块生态挡土墙的结构示意图。Fig. 1 is the structural schematic diagram of the prefabricated concrete tubular block ecological retaining wall of the present invention.

图2为第一管状砌块的结构示意图。Fig. 2 is a schematic structural view of the first tubular block.

图3为第二管状砌块的结构示意图。Fig. 3 is a schematic structural view of the second tubular block.

其中:in:

第一管状砌块1、第一管状砌块本体1.1、第一通孔1.2、砌块凸缘1.3First tubular block 1, first tubular block body 1.1, first through hole 1.2, block flange 1.3

第二管状砌块2、第二管状砌块本体2.1、第二通孔2.2The second tubular block 2, the second tubular block body 2.1, the second through hole 2.2

土工格栅3Geogrid 3

无纺布4Non-woven fabric 4

底板5、底板凸缘5.1。Bottom plate 5, bottom plate flange 5.1.

具体实施方式detailed description

参见图1~图3,本发明涉及的一种装配式混凝土管状砌块生态挡土墙,它包括底板5,所述底板5上从下至上设置有多层混凝土管状砌块层,多层混凝土管状砌块层的外缘面逐层向后方缩进,所述混凝土管状砌块层包括前排的一排第一管状砌块排以及后排的至少一排第二管状砌块排,所述第一管状砌块排包括沿挡土墙长度方向的多个第一管状砌块1,所述第二管状砌块排包括沿挡土墙长度方向的多个第二管状砌块2,所述第一管状砌块1包括第一管状砌块本体1.1,所述第一管状砌块本体1.1中部的前后左右设置有第一通孔1.2,所述第一管状砌块本体1.1的顶部前段设置有砌块凸缘1.3,所述第二管状砌块2包括第二管状砌块本体2.1,所述第二管状砌块本体2.1中部的前后左右设置有第二通孔2.2,其中第一管状砌块本体1.1与第二管状砌块本体2.1大小相同,第一通孔1.2与第二通孔2.2大小相同。形成混凝土管状砌块层时,相邻两个第一管状砌块1对应处的第一通孔1.2相连通,相邻两个第二管状砌块2对应处的第二通孔2.2相连通,相邻第一管状砌块1与第二管状砌块2对应处的第一通孔1.2与第二通孔2.2相连通。相邻两层混凝土管状砌块层之间设置有土工格栅3,每层的最后一排第二管状砌块排后方设置有竖向布置的无纺布4,所述土工格栅3与无纺布4的搭接长度至少1m。相邻两层的混凝土管状砌块层的第一管状砌块排错位布置且上层第一管状砌块排的第一管状砌块1的底部前侧壁抵住下层第一管状砌块排的第一管状砌块1的砌块凸缘1.3后侧壁。每层混凝土管状砌块层的第一管状砌块1的第一管状砌块本体1.1内、第二管状砌块2的第二管状砌块本体2.1内以及相邻的管状砌块排形成的间隙中均填充有种植土。Referring to Fig. 1 ~ Fig. 3, a kind of prefabricated concrete tubular block ecological retaining wall that the present invention relates to, it comprises base plate 5, and described base plate 5 is provided with multi-layer concrete tubular block layer from bottom to top, multi-layer concrete The outer edge surface of the tubular block layer is indented to the rear layer by layer. The concrete tubular block layer includes a row of first tubular block rows in the front row and at least one second row of tubular block rows in the rear row. The first tubular block row includes a plurality of first tubular blocks 1 along the length direction of the retaining wall, and the second tubular block row includes a plurality of second tubular blocks 2 along the length direction of the retaining wall. The first tubular block 1 includes a first tubular block body 1.1, the first through hole 1.2 is provided in the front, rear, left, and right of the middle part of the first tubular block body 1.1, and the top front section of the first tubular block body 1.1 is provided with Block flange 1.3, the second tubular block 2 includes a second tubular block body 2.1, the middle of the second tubular block body 2.1 is provided with second through holes 2.2 in front, rear, left, and right, wherein the first tubular block The body 1.1 has the same size as the second tubular block body 2.1, and the first through hole 1.2 has the same size as the second through hole 2.2. When forming a concrete tubular block layer, the first through holes 1.2 corresponding to the adjacent two first tubular blocks 1 are connected, and the second through holes 2.2 corresponding to the adjacent two second tubular blocks 2 are connected. The first through hole 1.2 adjacent to the corresponding position of the first tubular block 1 and the second tubular block 2 communicates with the second through hole 2.2. A geogrid 3 is arranged between two adjacent concrete tubular block layers, and a vertically arranged non-woven fabric 4 is arranged behind the last row of the second tubular block row of each layer, and the geogrid 3 is connected with the non-woven fabric The overlapping length of the woven fabric 4 is at least 1 m. The first tubular block row of the concrete tubular block layer of two adjacent layers is misplaced, and the bottom front side wall of the first tubular block 1 of the first tubular block row of the upper layer is against the first tubular block row of the lower layer. Block flange 1.3 rear side wall of a tubular block 1. The first tubular block body 1.1 of the first tubular block 1 of each concrete tubular block layer, the second tubular block body 2.1 of the second tubular block 2 and the gap formed by adjacent tubular block rows Both are filled with planting soil.

一种装配式混凝土管状砌块生态挡土墙的施工方法如下:The construction method of a prefabricated concrete tubular block ecological retaining wall is as follows:

施工前首先根据该段挡土墙的理论受力分析,分层计算出土工格栅与土的摩擦力,计算土工格栅摩擦力抵消回填土对挡土墙的作用力,使其挡土墙受力最小,从而确定土工格栅的长度和层数。Before construction, according to the theoretical force analysis of the retaining wall in this section, the friction force between the geogrid and the soil is calculated layer by layer, and the friction force of the geogrid is calculated to offset the force of the backfill on the retaining wall, so that the retaining wall The force is minimized to determine the length and number of layers of the geogrid.

根据挡土墙受力最小的情况下,进行受力计算、验算,确定拟定装配式混凝土管状砌块生态挡土墙的初始断面。According to the condition of the minimum force on the retaining wall, the force calculation and check calculation are carried out to determine the initial section of the proposed prefabricated concrete tubular block ecological retaining wall.

根据拟定装配式混凝土管状砌块生态挡土墙的初始断面,首先确定墙内的混凝土管状砌块的尺寸,然后开始施工:According to the initial section of the prefabricated concrete tubular block ecological retaining wall, first determine the size of the concrete tubular block in the wall, and then start construction:

步骤一、土方开挖Step 1. Earthwork Excavation

按设计方案进行放线和土方开挖。Carry out line setting out and earthwork excavation according to the design plan.

步骤二、底板浇筑Step 2. Bottom pouring

按常规混凝土底板浇筑的方法进行底板5的浇筑。Carry out the pouring of base plate 5 by the method for conventional concrete base plate pouring.

步骤三、第一层混凝土管状砌块层铺设Step 3. The first layer of concrete tubular block layer is laid

底板顶面外缘设置底板凸缘5.1,在底板凸缘5.1后方的底板上铺设3~5cm厚的粘接层(选用M15的水泥砂浆),底板凸缘5.1后方的底板5上按设计轴线方向(即沿挡土墙长度方向)摆放第一层混凝土管状砌块层的第一管状砌块排,在第一管状砌块排的后方依次摆放两排第二管状砌块排,保证相邻的管状砌块的通孔连通,为了防渗在后方的第二管状砌块排的后方竖向设置无纺布4(规格在150g/m2以上)使得第二管状砌块排与回填土隔开。用小型吊车对第一管状砌块1以及第二管状砌块2进行吊运。作为一种优选,底板上的水泥砂浆内也可以设置土工格栅3。Set the bottom plate flange 5.1 on the outer edge of the top surface of the bottom plate, lay a 3~5cm thick adhesive layer (choose M15 cement mortar) on the bottom plate behind the bottom plate flange 5.1, and place the bottom plate 5 behind the bottom plate flange 5.1 in the direction of the design axis (that is, along the length direction of the retaining wall) place the first tubular block row of the first layer of concrete tubular block layer, and place two rows of second tubular block rows behind the first tubular block row to ensure that the The through-holes of the adjacent tubular blocks are connected. In order to prevent seepage, a non-woven fabric 4 (with a specification above 150g/m2) is vertically arranged behind the second tubular block row at the rear so that the second tubular block row is separated from the backfill soil. open. The first tubular block 1 and the second tubular block 2 are hoisted by a small crane. As a preference, a geogrid 3 may also be arranged in the cement mortar on the bottom plate.

步骤四、回填第一层回填土Step 4. Backfill the first layer of backfill soil

第一层混凝土管状砌块层后方回填第一层回填土,第一层回填土经夯实后的顶面高程比第一层混凝土管状砌块层的第二管状砌块2的顶面高层高3~5cm,以利于第一层混凝土管状砌块层上面铺筑粘接层(水泥砂浆或细石混凝土),第一层回填土的压实度为0.9。Backfill the first layer of backfilling soil behind the first layer of concrete tubular block layer, and the top surface elevation of the first layer of backfill soil after tamping is 3 times higher than that of the second tubular block 2 of the first layer of concrete tubular block layer. ~5cm, in order to facilitate the paving of the adhesive layer (cement mortar or fine stone concrete) on the first layer of concrete tubular block layer, and the compaction degree of the first layer of backfill soil is 0.9.

步骤五、填充第一层种植土Step 5. Fill the first layer of planting soil

在第一层混凝土管状砌块层的第一管状砌块1的第一管状砌块本体1.1内、第二管状砌块2的第二管状砌块本体2.1内以及相邻的管状砌块排形成的间隙中均填充第一层种植土,第一层种植土的填充高层比第一层混凝土管状砌块层的第二管状砌块2的顶面高层低3~5cm,以利于第一层混凝土管状砌块层上面铺筑粘接层(水泥砂浆或细石混凝土)的嵌入,第一层种植土的压实度为0.85。In the first tubular block body 1.1 of the first tubular block 1 of the first concrete tubular block layer, in the second tubular block body 2.1 of the second tubular block 2 and adjacent tubular block rows form The first layer of planting soil is filled in the gaps of the first layer of planting soil, and the filling high-rise of the first layer of planting soil is 3-5cm lower than the top high-rise of the second tubular block 2 of the first layer of concrete tubular block layer, so as to facilitate the first layer of concrete For the embedding of the bonding layer (cement mortar or fine stone concrete) paved on the tubular block layer, the compaction degree of the first layer of planting soil is 0.85.

步骤六、第一层土工格栅的铺设以及水泥砂浆的摊铺Step 6. Laying of the first layer of geogrid and paving of cement mortar

在第一层混凝土管状砌块层上面进行第一次摊铺(M15的水泥砂浆或细石混凝土)形成第一次摊铺层,第一次摊铺层厚度为3cm,然后在第一次摊铺层上面并沿垂直于挡土墙的轴向方向(向挡土墙后方)按设计长度铺设土工格栅3,在土工格栅3上进行第二次摊铺(M15的水泥砂浆或细石混凝土)形成第二次摊铺层,第二次摊铺层厚度为2cm并压实,将土工格栅3夹在第一次摊铺层以及第二次摊铺层之间。两次摊铺的时间间隔要小于粘接层(M15的水泥砂浆或细石混凝土)的初凝时间。土工格栅3与该层的无纺布4的搭接长度至少1m。Carry out the first paving (M15 cement mortar or fine stone concrete) on the first layer of concrete tubular block layer to form the first paving layer, the thickness of the first paving layer is 3cm, and then the first paving layer Lay geogrid 3 on the layer and along the axial direction perpendicular to the retaining wall (to the rear of the retaining wall) according to the designed length, and pave the second time on the geogrid 3 (M15 cement mortar or fine stone Concrete) to form the second paving layer, the thickness of the second paving layer is 2cm and compacted, and the geogrid 3 is sandwiched between the first paving layer and the second paving layer. The time interval between two pavings should be less than the initial setting time of the bonding layer (M15 cement mortar or fine stone concrete). The overlapping length of the geogrid 3 and the non-woven fabric 4 of this layer is at least 1m.

同理,重复上述的步骤三至步骤六的循环,在下一层混凝土管状砌块层上铺设上一层混凝土管状砌块层直至达到设计标高。In the same way, repeat the above-mentioned cycle from step 3 to step 6, and lay the last layer of concrete tubular block layer on the next layer of concrete tubular block layer until the design elevation is reached.

Claims (2)

1.一种装配式混凝土管状砌块生态挡土墙,其特征在于它包括底板(5),所述底板(5)上从下至上设置有多层混凝土管状砌块层,多层混凝土管状砌块层的外缘面逐层向后方缩进,所述混凝土管状砌块层包括前排的一排第一管状砌块排以及后排的至少一排第二管状砌块排,所述第一管状砌块排包括沿挡土墙长度方向的多个第一管状砌块(1),所述第二管状砌块排包括沿挡土墙长度方向的多个第二管状砌块(2),所述第一管状砌块(1)包括第一管状砌块本体(1.1),所述第一管状砌块本体(1.1)中部的前后左右设置有第一通孔(1.2),所述第二管状砌块(2)包括第二管状砌块本体(2.1),所述第二管状砌块本体(2.1)中部的前后左右设置有第二通孔(2.2),形成混凝土管状砌块层时,相邻两个第一管状砌块(1)对应处的第一通孔(1.2)相连通,相邻两个第二管状砌块(2)对应处的第二通孔(2.2)相连通,相邻第一管状砌块(1)与第二管状砌块(2)对应处的第一通孔(1.2)与第二通孔(2.2)相连通,相邻两层的混凝土管状砌块层的第一管状砌块排错位布置,每层混凝土管状砌块层的第一管状砌块(1)的第一管状砌块本体(1.1)内、第二管状砌块(2)的第二管状砌块本体(2.1)内以及相邻的管状砌块排形成的间隙中均填充有种植土;1. A prefabricated concrete tubular block ecological retaining wall is characterized in that it includes a base plate (5), and the base plate (5) is provided with a multi-layer concrete tubular block layer from bottom to top, and the multi-layer concrete tubular block layer The outer edge surface of the block layer is indented to the rear layer by layer. The concrete tubular block layer includes a row of first tubular block rows in the front row and at least one second row of tubular block rows in the rear row. The first The row of tubular blocks includes a plurality of first tubular blocks (1) along the length of the retaining wall, the second row of tubular blocks includes a plurality of second tubular blocks (2) along the length of the retaining wall, The first tubular block (1) includes a first tubular block body (1.1), first through holes (1.2) are provided at the front, rear, left, and right sides of the middle of the first tubular block body (1.1), and the second The tubular block (2) includes a second tubular block body (2.1), and second through holes (2.2) are provided at the front, rear, left, and right sides of the middle part of the second tubular block body (2.1). When forming a concrete tubular block layer, The first through holes (1.2) corresponding to two adjacent first tubular blocks (1) are connected, and the second through holes (2.2) corresponding to two adjacent second tubular blocks (2) are connected, The first through hole (1.2) at the corresponding position of the adjacent first tubular block (1) and the second tubular block (2) is connected with the second through hole (2.2), and the adjacent two layers of concrete tubular block layers The first tubular block of each layer of concrete tubular block (1) in the first tubular block body (1.1), the second tubular block (2) of each layer of concrete tubular block Planting soil is filled in the block body (2.1) and the gap formed by adjacent tubular block rows; 所述第一管状砌块本体(1.1)的顶部前段设置有砌块凸缘(1.3),上层第一管状砌块排的第一管状砌块(1)的底部前侧壁抵住下层第一管状砌块排的第一管状砌块(1)的砌块凸缘(1.3)后侧壁;The top front section of the first tubular block body (1.1) is provided with a block flange (1.3), and the bottom front side wall of the first tubular block (1) of the first tubular block row in the upper layer is against the first tubular block in the lower layer. the rear side wall of the block flange (1.3) of the first tubular block (1) of the row of tubular blocks; 相邻两层混凝土管状砌块层之间设置有土工格栅(3)。A geogrid (3) is arranged between two adjacent layers of concrete tubular block layers. 2.根据权利要求1所述的一种装配式混凝土管状砌块生态挡土墙,其特征在于每层的最后一排第二管状砌块排后方设置有竖向布置的无纺布(4)。2. A prefabricated concrete tubular block ecological retaining wall according to claim 1, characterized in that a vertically arranged non-woven fabric (4) is arranged behind the last row of the second tubular block row of each layer .
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CN106013217B (en) * 2016-07-20 2018-03-30 河北城兴市政设计院股份有限公司 The construction method of antiknock ecology retaining wall
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