CN205276212U - River course ecological block barricade - Google Patents

River course ecological block barricade Download PDF

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Publication number
CN205276212U
CN205276212U CN201620004888.0U CN201620004888U CN205276212U CN 205276212 U CN205276212 U CN 205276212U CN 201620004888 U CN201620004888 U CN 201620004888U CN 205276212 U CN205276212 U CN 205276212U
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building block
block
groove
fin
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钱钟海
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TONGXIANG FENGMING MAOSHENG CEMENT PRODUCT CO Ltd
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TONGXIANG FENGMING MAOSHENG CEMENT PRODUCT CO Ltd
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Abstract

The utility model belongs to the technical field of the building block is used in the ecological nursing in river course and specifically relates to a river course ecological block barricade, it includes building block of A type and type B building block, the lower extreme of its barricade of is for the building block of A type is horizontal and longitudinal arrangement forms, the upper end forms for the horizontal longitudinal arrangement of type B building block, and the recess of the building block lower surface of adjacent top cooperates with the bead of the building block upper surface of below. This river course ecological block barricade, the structure of different building blocks is rationally utilized in its reasonable application that utilizes the building block of A type, type B building block and the building block of C type, and the different building block of different positions adoption for the overall structure of barricade is firmly stable, and can plant the view fabric last, guarantees that the river course beautifully reaches promotion riverway water matter and handles.

Description

河道生态砌块挡墙River ecological block retaining wall

技术领域 technical field

本实用新型涉及河道生态护理用砌块领域,尤其是一种河道生态砌块挡墙。 The utility model relates to the field of blocks for river channel ecological care, in particular to a river channel ecological block retaining wall.

背景技术 Background technique

城市河道具备行洪排涝、供水、生态等功能,是城市生存与发展必不可少的要素,但随着城市的发展,人类活动产生的大量废水,造成了河道水环境污染和水生态的破坏,给城市人居环境造成严重的影响,对景观河道水体水质和生态功能进行恢复显得非常必要。 Urban rivers have the functions of flood drainage, water supply, and ecology, which are essential elements for the survival and development of cities. However, with the development of cities, a large amount of wastewater generated by human activities has caused pollution of the river water environment and damage to water ecology. It has a serious impact on the urban living environment, and it is very necessary to restore the water quality and ecological function of the landscape river.

传统的河道综合治理技术,注重河道本身的功能,如行洪、排涝、水土保持等,墙式护岸、坡式护岸是河道整治工程中广泛采用的护岸型式。墙式护岸一般采用钢筋混凝土挡墙结构或者浆砌石挡墙结构,这种护岸形式虽然结构稳定,抗水流冲击力强,但是忽略了河流作为城市景观的功能,同时截断了河流与两岸的生态联系,造成了严重的生态破坏;斜坡式护岸需根据河道岸坡的坡度选择护岸结构,由于放坡要求,往往占用土地面积较多。 The traditional comprehensive river management technology focuses on the functions of the river itself, such as flood discharge, waterlogging, and soil and water conservation. Wall revetment and slope revetment are widely used revetment types in river regulation projects. Wall revetment generally adopts reinforced concrete retaining wall structure or mortar masonry retaining wall structure. Although this revetment form has a stable structure and strong resistance to water flow impact, it ignores the function of the river as an urban landscape, and at the same time cuts off the ecological environment between the river and both banks. contact, resulting in serious ecological damage; the slope type revetment needs to select the revetment structure according to the slope of the river bank slope, and often occupies a large area of land due to the requirements of grading.

河道两岸护岸型式的选择应与周边环境协调,通过人工湿地技术的应用可以有效地改善河道水质和生态功能,兼顾绿化植被的选择,形成适应人们生活要求、适应生态要求的河岸景观,提高河道的景观价值。 The choice of bank revetment types on both sides of the river should be coordinated with the surrounding environment. The application of artificial wetland technology can effectively improve the water quality and ecological functions of the river, taking into account the selection of green vegetation, forming a riverbank landscape that meets people's living and ecological requirements, and improving the river's safety. landscape value.

实用新型内容 Utility model content

本实用新型的目的是为了解决上述技术的不足而提供一种结构简单,安装使用方便,且整体结构牢固,稳定性好的河道生态砌块挡墙。 The purpose of the utility model is to provide a river channel ecological block retaining wall with simple structure, convenient installation and use, firm overall structure and good stability in order to solve the above technical deficiencies.

为了达到上述目的,本实用新型所设计的河道生态砌块挡墙,它包括A型砌块和B型砌块,其中A型砌块的结构为:A型砌块为长方体结构,在A型砌块长度方向的中间位置设置有贯通的一个或多个贯通的通孔,在A型砌块长度方向的两端分别设置有一个或两个灌浆孔,灌浆孔竖直贯通整个A型砌块,在A型砌块一端的下表面设置有宽度方向的凹槽,在设置有凹槽的一端的A型砌块的上表面设置有宽度方向的凸棱,凸棱的截面尺寸小于凹槽的截面尺寸,凸棱与凹槽之间的距离小于通孔在A型砌块长度方向的宽度;B型砌块的结构为:B型砌块为长方体结构,在B型砌块长度方向的中间位置设置有凹腔,在B型砌块长度方向的两端分别设置有一个或两个灌浆孔,灌浆孔竖直贯通整个B型砌块,在B型砌块一端的下表面设置有宽度方向的凹槽,在设置有凹槽的一端的B型砌块的上表面设置有宽度方向的凸棱,B型砌块上的灌浆孔、凹槽、凸棱与A型砌块上的灌浆孔、凹槽、凸棱的形状、尺寸和相对位置均相同;其挡墙的下端为A型砌块横向和纵向排列而成、上端为B型砌块横向纵向排列而成,相邻上方的砌块下表面的凹槽与下方的砌块上表面的凸棱配合。 In order to achieve the above purpose, the river channel ecological block retaining wall designed by the utility model includes A-type blocks and B-type blocks, wherein the structure of the A-type blocks is: the A-type blocks are cuboid structures, and the A-type One or more through holes are provided in the middle of the length direction of the block, and one or two grouting holes are respectively provided at both ends of the A-type block in the length direction, and the grouting holes vertically penetrate the entire A-type block , a groove in the width direction is provided on the lower surface of one end of the A-type block, and a rib in the width direction is provided on the upper surface of the A-type block at the end with the groove, and the cross-sectional size of the rib is smaller than that of the groove. The cross-sectional size, the distance between the rib and the groove is smaller than the width of the through hole in the length direction of the A-type block; the structure of the B-type block is: the B-type block is a rectangular parallelepiped structure, in the middle of the B-type block length direction The position is provided with a concave cavity, and one or two grouting holes are respectively provided at both ends of the B-type block in the length direction. The grouting holes vertically penetrate the entire B-type block, and a width direction grooves, the upper surface of the B-type block at the end of the groove is provided with ribs in the width direction, and the grouting holes, grooves, ribs on the B-type block and the grouting holes on the A-type block The shapes, sizes and relative positions of the grooves, grooves, and ribs are the same; the lower end of the retaining wall is formed by horizontal and vertical arrangements of A-type blocks, and the upper end is formed by horizontal and vertical arrangements of B-type blocks. The grooves on the lower surface of the block cooperate with the ribs on the upper surface of the underlying block.

上述技术方案,在使用过程中将在河道的岸边的下端排列多层A型砌块,当排列至一定高度后,在A型砌块的上方再排列三至五层B型砌块,而且在排列完A型砌块后在A型砌块的通孔内部灌入塘渣,可有效的提高护墙的底部的牢度,而在上方的B型砌块的凹腔内可种植景观植物,且植物可从端部伸出至护墙的侧壁上,更加美观。同时在排列过程中上方砌块的凹槽与下方砌块的凸棱配合固定,形成一定的斜度,且斜度确定,安装过程中无需进行测量,更加方便安装施工;另外每个砌块上的灌浆孔均为连通,在灌浆孔内插入钢筋及灌入水泥浆料,可使得护墙整体性更强,稳定性更好,抗冲击能力大幅提高。 The above-mentioned technical scheme will arrange multi-layer A-type blocks at the lower end of the bank of the river during use, and when arranged to a certain height, arrange three to five layers of B-type blocks above the A-type blocks, and After arranging the A-type blocks, pour pond slag into the through holes of the A-type blocks, which can effectively improve the fastness of the bottom of the retaining wall, and landscape plants can be planted in the concave cavity of the B-type blocks above , and the plants can protrude from the end to the side wall of the parapet, which is more beautiful. At the same time, during the arrangement process, the grooves of the upper block and the convex ribs of the lower block are fixed together to form a certain slope, and the slope is determined. There is no need to measure during the installation process, which is more convenient for installation and construction; The grouting holes are all connected. Inserting steel bars and pouring cement slurry into the grouting holes can make the retaining wall more integral, more stable, and greatly improve the impact resistance.

在B型砌块的上方设置有C型砌块,所述的C型砌块为长方体结构,其C型砌块的宽度与B型砌块的宽度一致,且长度小于B型砌块的长度,在C型砌块的下表面的一端设置有凹槽,该凹槽与B型砌块上表面的凸棱配合;在C型砌块的上设置有若干物料孔。该结构的设置,能有效的将护墙的顶部覆盖,且使得护墙整体更加美观。 A C-shaped block is arranged above the B-shaped block, and the C-shaped block is a cuboid structure, and the width of the C-shaped block is consistent with that of the B-shaped block, and the length is less than that of the B-shaped block A groove is arranged at one end of the lower surface of the C-shaped block, and the groove is matched with the rib on the upper surface of the B-shaped block; a number of material holes are arranged on the C-shaped block. The setting of the structure can effectively cover the top of the parapet wall, and make the parapet wall as a whole more beautiful.

在B型砌块上相对于凹槽、凸棱所在端的另一端上表面设置有长度方向的植物槽,植物槽与凹腔连通且延伸至B型砌块的端部。该结构能更加偏于植物在生长的过程中从植物槽内延伸出去,更利于织物的生长。 A plant groove in the length direction is arranged on the upper surface of the other end of the B-shaped block opposite to the end where the groove and the rib are located, and the plant groove communicates with the cavity and extends to the end of the B-shaped block. This structure can be more biased towards the extension of the plant from the plant groove during the growth process, which is more conducive to the growth of the fabric.

在A型砌块和B型砌块在长度方向的两侧均设置有内凹结构。该结构在砌块水平排列后相邻的砌块之间形成凹腔,在该凹腔内可填上塘渣,使换更加牢固,砌块之间连接更加紧密。 Concave structures are arranged on both sides of the A-type block and the B-type block in the length direction. In this structure, after the blocks are arranged horizontally, concave cavities are formed between adjacent blocks, and pond slag can be filled in the concave cavities to make the replacement more firm and the blocks connected more closely.

本实用新型所得到的河道生态砌块挡墙,其利用A型砌块、B型砌块和C型砌块的合理运用,且不同位置采用不同的砌块,合理运用不同砌块的结构,使得挡墙的整体结构牢固稳定,且在上方可种植景观织物,确保河道美观及促进河道水质处理。 The river channel ecological block retaining wall obtained by the utility model utilizes the rational use of A-type blocks, B-type blocks and C-type blocks, and uses different blocks in different positions, and rationally uses the structures of different blocks. The overall structure of the retaining wall is firm and stable, and landscape fabrics can be planted on it to ensure the beauty of the river channel and promote the water quality treatment of the river channel.

附图说明 Description of drawings

图1为本实用新型的结构示意图; Fig. 1 is the structural representation of the utility model;

图2为本实用新型的A型砌块的结构示意图; Fig. 2 is the structural representation of the A-type building block of the present utility model;

图3为本实用新型的A型砌块的截面示意图; Fig. 3 is the schematic cross-sectional view of the A-type building block of the present utility model;

图4为本实用新型的B型砌块的结构示意图; Fig. 4 is the structural representation of the B-type building block of the present utility model;

图5为本实用新型的B型砌块的截面示意图; Fig. 5 is the schematic cross-sectional view of the B-shaped building block of the present utility model;

图6为本实用新型的C型砌块的结构示意图; Fig. 6 is the structural representation of the C-shaped building block of the present utility model;

图7为本实用新型的C型砌块的截面示意图。 Fig. 7 is a schematic cross-sectional view of a C-shaped block of the present invention.

具体实施方式 detailed description

下面通过实施例结合附图对本实用新型作进一步的描述。 Below by embodiment in conjunction with accompanying drawing, the utility model is further described.

实施例1: Example 1:

如图1、图2、图3、图4、图5、图6、图7所示,本实施例描述的河道生态砌块挡墙,它包括A型砌块1和B型砌块2,其中A型砌块1的结构为:A型砌块1为长方体结构,在A型砌块1长度方向的中间位置设置有贯通的两个贯通的通孔5,在A型砌块1长度方向的两端分别设置有一个或两个灌浆孔4,灌浆孔4竖直贯通整个A型砌块1,在A型砌块1一端的下表面设置有宽度方向的凹槽6,在设置有凹槽6的一端的A型砌块1的上表面设置有宽度方向的凸棱7,凸棱7的截面尺寸小于凹槽6的截面尺寸,凸棱7与凹槽6之间的距离小于通孔5在A型砌块1长度方向的宽度;B型砌块2的结构为:B型砌块2为长方体结构,在B型砌块2长度方向的中间位置设置有凹腔8,在B型砌块2长度方向的两端分别设置有一个或两个灌浆孔4,灌浆孔4竖直贯通整个B型砌块2,在B型砌块2一端的下表面设置有宽度方向的凹槽6,在设置有凹槽6的一端的B型砌块2的上表面设置有宽度方向的凸棱7,B型砌块2上的灌浆孔4、凹槽6、凸棱7与A型砌块1上的灌浆孔4、凹槽6、凸棱7的形状、尺寸和相对位置均相同;其挡墙的下端为A型砌块1横向和纵向排列而成、上端为B型砌块2横向纵向排列而成,相邻上方的砌块下表面的凹槽6与下方的砌块上表面的凸棱7配合。 As shown in Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, and Fig. 7, the river ecological block retaining wall described in this embodiment includes A-type blocks 1 and B-type blocks 2, Wherein the structure of A-type block 1 is: A-type block 1 is a rectangular parallelepiped structure, and two through-through holes 5 are arranged in the middle of the length direction of A-type block 1 , and in the length direction of A-type block 1 One or two grouting holes 4 are respectively provided at both ends of the A-shaped block 1, and the grouting holes 4 vertically penetrate the entire A-shaped block 1, and a groove 6 in the width direction is provided on the lower surface of one end of the A-shaped block 1, and a groove 6 is provided on the lower surface of the A-shaped block 1. The upper surface of the A-shaped block 1 at one end of the groove 6 is provided with a rib 7 in the width direction, the cross-sectional size of the rib 7 is smaller than that of the groove 6, and the distance between the rib 7 and the groove 6 is smaller than that of the through hole 5 the width in the length direction of the A-type block 1; the structure of the B-type block 2 is: the B-type block 2 is a cuboid structure, and a concave cavity 8 is arranged at the middle position of the B-type block 2 in the length direction. One or two grouting holes 4 are respectively provided at both ends of the block 2 in the length direction, the grouting holes 4 vertically penetrate the entire B-shaped block 2, and a groove 6 in the width direction is provided on the lower surface of one end of the B-shaped block 2 , the upper surface of the B-type block 2 at one end of the groove 6 is provided with a rib 7 in the width direction, the grouting hole 4, the groove 6, and the rib 7 on the B-type block 2 The shape, size and relative position of the grouting holes 4, grooves 6, and ribs 7 on 1 are the same; the lower end of the retaining wall is formed by horizontal and vertical arrangement of A-shaped blocks 1, and the upper end is B-shaped blocks 2 horizontally. Arranged longitudinally, the grooves 6 on the lower surface of the adjacent upper block cooperate with the ribs 7 on the upper surface of the lower block.

在B型砌块2的上方设置有C型砌块3,所述的C型砌块3为长方体结构,其C型砌块3的宽度与B型砌块2的宽度一致,且长度小于B型砌块2的长度,在C型砌块3的下表面的一端设置有凹槽6,该凹槽6与B型砌块2上表面的凸棱7配合;在C型砌块3的上设置有若干物料孔9。 A C-shaped block 3 is arranged above the B-shaped block 2. The C-shaped block 3 is a cuboid structure, and the width of the C-shaped block 3 is consistent with the width of the B-shaped block 2, and the length is less than that of the B-shaped block. The length of the type block 2 is provided with a groove 6 at one end of the lower surface of the C type block 3, and the groove 6 is matched with the rib 7 on the upper surface of the B type block 2; on the upper surface of the C type block 3 Several material holes 9 are provided.

在B型砌块2上相对于凹槽6、凸棱7所在端的另一端上表面设置有长度方向的植物槽,植物槽与凹腔8连通且延伸至B型砌块2的端部。在A型砌块1和B型砌块2在长度方向的两侧均设置有内凹结构10。 On the upper surface of the other end of the B-shaped block 2 opposite to the groove 6 and the protruding edge 7, a plant groove in the length direction is provided. The plant groove communicates with the cavity 8 and extends to the end of the B-shaped block 2 . Recessed structures 10 are provided on both sides of the A-type block 1 and the B-type block 2 in the length direction.

Claims (4)

1. a river channel ecology block wall, it is characterized in that: it comprises A type building block and Type B building block, wherein the structure of A type building block is: A type building block is rectangular structure, the mid-way of A type building block length direction is provided with through one or more through through hole, it is respectively arranged with one or two grout hole at the two ends of A type building block length direction, the vertical through whole A type building block of grout hole, lower surface in A type building block one end is provided with the groove of width, upper surface in the A type building block of the one end being provided with groove is provided with the fin of width, the cross section size of fin is less than the cross section size of groove, distance between fin and groove is less than the width of through hole at A type building block length direction, the structure of Type B building block is: Type B building block is rectangular structure, the mid-way of Type B building block length direction is provided with cavity, it is respectively arranged with one or two grout hole at the two ends of Type B building block length direction, the vertical through whole Type B building block of grout hole, lower surface in Type B building block one end is provided with the groove of width, upper surface in the Type B building block of the one end being provided with groove is provided with the fin of width, and the grout hole in grout hole in Type B building block, groove, fin and A type building block, groove, the shape of fin, size are all identical with relative position, the lower end of its barricade be A type block transverse to longitudinally form, upper end be Type B block transverse to longitudinally forming, the groove of the building block lower surface of adjacent top coordinates with the fin of the building block upper surface of lower section.
2. a kind of river channel ecology block wall according to claim 1, it is characterized in that: above Type B building block, be provided with C type building block, described C type building block is rectangular structure, the width of its C type building block is consistent with the width of Type B building block, and length is less than the length of Type B building block, one end of the lower surface of C type building block is provided with groove, and this groove coordinates with the fin of Type B building block upper surface; C type building block is provided with some material holes.
3. a kind of river channel ecology block wall according to claim 1 and 2, it is characterized in that: the plant groove being provided with length direction in Type B building block relative to the other end upper surface of groove, fin place end, plant groove is connected with cavity and extends to the end of Type B building block.
4. a kind of river channel ecology block wall according to claim 3, is characterized in that: be provided with concave inward structure in A type building block and Type B building block in the both sides of length direction.
CN201620004888.0U 2016-01-06 2016-01-06 River course ecological block barricade Expired - Lifetime CN205276212U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108239963A (en) * 2018-01-25 2018-07-03 中交第三航务工程勘察设计院有限公司 A kind of high-rise pile cap formula ecological revetment structure and its construction method
CN110234820A (en) * 2016-10-14 2019-09-13 孔特恩股份有限公司 Blocks for dry build
CN116290078A (en) * 2023-02-07 2023-06-23 重庆大学 A prefabricated retaining wall

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110234820A (en) * 2016-10-14 2019-09-13 孔特恩股份有限公司 Blocks for dry build
CN108239963A (en) * 2018-01-25 2018-07-03 中交第三航务工程勘察设计院有限公司 A kind of high-rise pile cap formula ecological revetment structure and its construction method
CN116290078A (en) * 2023-02-07 2023-06-23 重庆大学 A prefabricated retaining wall
CN116290078B (en) * 2023-02-07 2024-05-28 重庆大学 Prefabricated retaining wall

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