CN106638920B - A kind of filter tank V-groove and its installation method - Google Patents

A kind of filter tank V-groove and its installation method Download PDF

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CN106638920B
CN106638920B CN201611232192.4A CN201611232192A CN106638920B CN 106638920 B CN106638920 B CN 106638920B CN 201611232192 A CN201611232192 A CN 201611232192A CN 106638920 B CN106638920 B CN 106638920B
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groove
filter tank
prefabricated board
prefabricated
installation method
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CN106638920A (en
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郭玉忠
蒋兴宇
刘松
蒋小敏
任真
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HUAIBEI MINING (GROUP) ENGINEERING CONSTRUCTION Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins

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  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
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Abstract

本发明公开了一种滤池V型槽,其特征在于:包括倾斜的槽壁和底部,槽壁无缝拼装薄斜预制板,其中,相邻的薄斜预制板之间的槽壁设有凹型槽,所述的凹型槽底部预埋金属连接件;靠近底部还设有布水孔;本发明还公开了一种滤池V型槽的安装方法,采用本发明的技术方案,滤池V型槽槽壁,采用无缝拼装薄斜预制板,薄斜预制板为水平浇筑,在工程中进行标准化预制生产,解决了滤池V型槽薄斜板的混凝土现场浇筑质量和养护质量这两个关键问题,不仅保证了滤池整体质量,并可实现工厂化加工。

The invention discloses a V-shaped groove of a filter tank, which is characterized in that it includes inclined groove walls and bottoms, and the groove walls are seamlessly assembled with thin inclined prefabricated plates, wherein the groove walls between adjacent thin inclined prefabricated plates are provided with Concave groove, metal connectors are pre-embedded at the bottom of the concave groove; water distribution holes are also provided near the bottom; the invention also discloses a method for installing the V-shaped groove of the filter tank. Using the technical solution of the invention, the filter tank V The groove wall adopts seamlessly assembled thin inclined prefabricated slabs. The thin inclined prefabricated slabs are poured horizontally. Standardized prefabricated production is carried out in the project, which solves the two problems of concrete pouring quality and maintenance quality of the V-shaped groove thin inclined slabs in the filter tank. This key problem not only ensures the overall quality of the filter, but also realizes factory processing.

Description

一种滤池V型槽及其安装方法V-shaped groove of filter tank and installation method thereof

技术领域technical field

本发明属于水厂滤水领域,更具体地说,本发明涉及一种滤池V型槽及其安装方法。The invention belongs to the field of water filtration in water works, and more specifically, the invention relates to a V-shaped groove of a filter tank and an installation method thereof.

背景技术Background technique

滤池V型槽是滤池布水系统的重要组成部分,但是由于滤池的V型槽壁厚较薄、预留布水孔多、钢筋密、不便于养护等原因,往往造成现场浇筑的V型槽混凝土不密实、露筋、麻面以及预留孔位置偏差较大、砼强度不够等质量缺陷,从而影响滤池的整体质量及布水效果。The V-shaped groove of the filter is an important part of the water distribution system of the filter. However, due to the thin wall thickness of the V-shaped groove of the filter, many reserved water distribution holes, dense steel bars, and inconvenient maintenance, etc., it often results in on-site pouring. V-shaped groove concrete is not dense, exposed tendons, pitted surface, large deviation of reserved hole position, insufficient concrete strength and other quality defects, which affect the overall quality of the filter and the effect of water distribution.

发明内容Contents of the invention

本发明所要解决的技术问题是提供一种保证滤池整体质量的滤池V型槽。The technical problem to be solved by the present invention is to provide a V-shaped groove of the filter to ensure the overall quality of the filter.

本发明还公开了一种滤池V型槽的安装方法。The invention also discloses a method for installing the V-shaped groove of the filter tank.

为了实现上述目的,本发明采取的技术方案为:所提供的一种滤池V型槽,包括倾斜的槽壁和底部,槽壁无缝拼装薄斜预制板,其中,相邻的薄斜预制板之间的槽壁设有凹型槽,所述的凹型槽底部预埋金属连接件;靠近底部还设有布水孔。In order to achieve the above object, the technical solution adopted by the present invention is: a V-shaped groove of a filter is provided, which includes inclined groove walls and bottoms, and the groove walls are seamlessly assembled with thin inclined prefabricated panels, wherein the adjacent thin inclined prefabricated The groove walls between the plates are provided with concave grooves, and metal connectors are pre-embedded in the bottom of the concave grooves; water distribution holes are also arranged near the bottom.

本发明公开的一种滤池V型槽的安装方法,包括如下步骤:A method for installing a filter V-groove disclosed by the invention comprises the following steps:

1)设置槽壁凹型槽,然后凹型槽底部预埋金属连接件;1) Set the concave groove on the groove wall, and then pre-embed metal connectors at the bottom of the concave groove;

2)制备薄斜预制板;2) Prepare thin inclined prefabricated panels;

3)安装前清理凹型槽底部,检查预埋金属连接件;3) Clean the bottom of the concave groove before installation, and check the embedded metal connectors;

4)搭设可调钢管脚手架作为V型槽安装薄斜预制板的临时托撑;4) Set up adjustable steel pipe scaffolding as a temporary support for V-groove installation of thin inclined prefabricated slabs;

5)吊装、就位;5) Hoisting and positioning;

6)节点连接,然后对连接点进行后期处理。6) The nodes are connected, and then the connection points are post-processed.

本发明公开的一种滤池V型槽的安装方法,步骤1)中设置槽壁凹型槽,采用在木模板内壁钉与凹型槽等宽等深的模板条实现预留凹型槽。The invention discloses a method for installing a V-groove in a filter tank. In step 1), a concave groove on the groove wall is provided, and template strips with nails on the inner wall of the wooden formwork and the same width and depth as the concave groove are used to realize the reserved concave groove.

本发明公开的一种滤池V型槽的安装方法,步骤2)中制备薄斜预制板,按照槽壁的倾斜度制作预制板,预制板的一侧设置吊环,预制板单件长度≤1米,砼标号≥C30。The invention discloses a method for installing a V-shaped groove of a filter. In step 2), a thin inclined prefabricated plate is prepared, and the prefabricated plate is made according to the inclination of the groove wall. One side of the prefabricated plate is provided with a suspension ring, and the length of a single prefabricated plate is ≤1 m, concrete grade ≥ C30.

本发明公开的一种滤池V型槽的安装方法,步骤3)中安装前清理凹型槽底部,检查预埋金属连接件,清理凹型槽内杂物,检查槽壁上预埋金属连接件的位置,同时将安装控制线投放到待安装的部位。The invention discloses a method for installing a V-shaped groove of a filter. In step 3), the bottom of the concave groove is cleaned before installation, the pre-embedded metal connectors are checked, the sundries in the concave groove are cleaned, and the defects of the embedded metal connectors on the groove wall are checked. position, and at the same time put the installation control line into the place to be installed.

本发明公开的一种滤池V型槽的安装方法,步骤5)中吊装、就位,通过预制板一侧设置的吊环将预制板吊起,自V型槽两端向中间逐块进行装配,每四至六块做一个零点校正,预制板一端置于凹型槽中,通过可调钢管脚手架上设置的丝杆,顶起预制板,然后推入安装位。The invention discloses a method for installing a V-shaped groove of a filter. In step 5), the prefabricated plate is hoisted and placed in place in step 5), and the prefabricated plate is hoisted by the lifting ring provided on one side of the prefabricated plate, and assembled block by block from both ends of the V-shaped groove to the middle. , do a zero-point correction every four to six pieces, place one end of the prefabricated panel in the concave groove, jack up the prefabricated panel through the screw rod set on the adjustable steel pipe scaffold, and then push it into the installation position.

本发明公开的一种滤池V型槽的安装方法,步骤6)中节点连接,节点采用点焊连接,节点连接相邻的预制板竖向焊缝及预制板与槽壁预埋金属连接件采用手工电弧焊,满焊,焊缝饱满,无夹渣、气孔,焊缝高度≥预制板的厚度,金属连接件间焊接间隙≤2mm,产生的药皮及时清理;缝隙处采用防水胶泥填缝填平。The invention discloses a method for installing V-shaped grooves in a filter tank. In step 6), the nodes are connected, and the nodes are connected by spot welding. The nodes are connected to the vertical welds of the adjacent prefabricated panels and the pre-embedded metal connectors between the prefabricated panels and the tank wall. Using manual arc welding, full welding, full weld seam, no slag inclusions, pores, weld seam height ≥ the thickness of the prefabricated plate, welding gap between metal connectors ≤ 2mm, the resulting coating is cleaned in time; the gap is filled with waterproof cement fill up.

本发明公开的一种滤池V型槽的安装方法,步骤6)中后期处理还包括防水胶泥硬化后,涂刷聚合物水泥基防水层两道,水泥砂浆抹面。In the method for installing a V-groove of a filter disclosed by the present invention, the post-processing in step 6) also includes two layers of polymer cement-based waterproof layers after the waterproof cement is hardened, and cement mortar plastering.

采用本发明的技术方案,滤池V型槽槽壁,采用无缝拼装薄斜预制板,薄斜预制板为水平浇筑,在工程中进行标准化预制生产,解决了滤池V型槽薄斜板的混凝土现场浇筑质量和养护质量这两个关键问题,不仅保证了滤池整体质量,并可实现工厂化加工。Adopting the technical scheme of the present invention, the V-shaped groove wall of the filter tank adopts seamlessly assembled thin inclined prefabricated panels, and the thin inclined prefabricated panels are poured horizontally, and standardized prefabricated production is carried out in the project, which solves the problem of the filter tank V-shaped groove thin inclined panels The quality of on-site pouring of concrete and the quality of maintenance are two key issues, which not only guarantees the overall quality of the filter, but also realizes factory processing.

本发明还公开了一种滤池V型槽的安装方法,根据滤池V型槽结构特点加工V型槽所需的薄斜预制板,将现有技术的薄板在槽壁上直接进行垂直浇筑改为预先使用模具进行水平浇筑,在工程中进行标准化预制生产,槽壁预留凹型槽及预埋金属连接件,现场采用起重、焊接设备等进行安装,形成成型产品,节点板采用焊接,接缝处进行嵌缝和防水处理;有效提高V型槽的施工质量,由于V型槽为平卧预制,成型尺寸及养护效果较好,并能加快施工进度,缩短计划工期,提高了施工质量;有效解决V型槽薄斜板的混凝土现场浇注不密实度问题,避免了混凝土露筋、空洞、麻面的现象,从而提高了混凝土浇注质量和外观;解决斜板预留孔偏移的问题,预留孔偏差合格率可达98%,提高了滤池V型槽布水孔的准确性,因此大大提高滤池的反冲洗效果;V型槽等同于悬臂构件,而预制V型槽为提前预制,现场装配较快,下部架体在V型槽安装结束后即可拆除进入下步工序,无需等待混凝土强度达到100%,可缩短工期28天左右;装配式施工机械化程度高,大大降低了工人的劳动强度,社会效益显著。The invention also discloses a method for installing the V-shaped groove of the filter tank. According to the structural characteristics of the V-shaped groove of the filter tank, the thin inclined prefabricated plate required for the V-shaped groove is processed, and the thin plate in the prior art is directly poured vertically on the groove wall. Instead, the mold is used for horizontal pouring in advance, and standardized prefabrication is carried out in the project. Concave grooves and pre-embedded metal connectors are reserved on the groove wall. Lifting and welding equipment are used for installation on site to form formed products. The joint plate is welded. The seams are caulked and waterproofed; effectively improving the construction quality of the V-groove. Since the V-groove is prefabricated in a horizontal position, the molding size and maintenance effect are better, and the construction progress can be accelerated, the planned construction period can be shortened, and the construction quality can be improved. ;Effectively solve the problem of inconsistency of concrete pouring on the V-shaped groove thin inclined plate, avoiding the phenomenon of concrete exposed bars, cavities, and pockmarks, thereby improving the quality and appearance of concrete pouring; solving the problem of offset of the reserved hole of the inclined plate , the pass rate of the reserved hole deviation can reach 98%, which improves the accuracy of the water hole distribution of the V-shaped groove of the filter, thus greatly improving the backwashing effect of the filter; the V-shaped groove is equivalent to the cantilever component, and the prefabricated V-shaped groove is It is prefabricated in advance, and the on-site assembly is fast. After the V-shaped groove is installed, the lower frame can be dismantled and entered into the next process. There is no need to wait for the concrete strength to reach 100%, which can shorten the construction period by about 28 days; the prefabricated construction has a high degree of mechanization, which greatly reduces The labor intensity of workers is reduced, and the social benefits are remarkable.

以下将结合附图和实施例,对本发明进行较为详细的说明。The present invention will be described in detail below with reference to the accompanying drawings and embodiments.

附图说明Description of drawings

下面对本说明书各幅附图所表达的内容及图中的标记作简要说明:The following is a brief description of the content expressed in the drawings of this manual and the marks in the drawings:

图1为本发明一种滤池V型槽的截面图;Fig. 1 is the sectional view of a kind of filter tank V-shaped groove of the present invention;

图2为图1所示的本发明一种滤池V型槽的安装方法的V型槽的剖视图;Fig. 2 is the sectional view of the V-shaped groove of a kind of installation method of filter tank V-shaped groove of the present invention shown in Fig. 1;

图3为图1所示的本发明一种滤池V型槽的安装方法示意图。Fig. 3 is a schematic diagram of an installation method of a V-shaped groove of a filter shown in Fig. 1 according to the present invention.

图中标记为:1、布水孔;2、凹型槽;3、吊环;4、槽壁;5、金属连接件;6、丝杆。The marks in the figure are: 1. Water distribution hole; 2. Concave groove; 3. Lifting ring; 4. Groove wall; 5. Metal connector; 6. Screw rod.

具体实施方式Detailed ways

下面对照附图,通过对实施例的描述,对本发明的具体实施方式如所涉及的各构件的形状、构造、各部分之间的相互位置及连接关系、各部分的作用及工作原理、制造工艺及操作使用方法等,作进一步详细的说明,以帮助本领域的技术人员对本发明的发明构思、技术方案有更完整、准确和深入的理解。Referring to the accompanying drawings, through the description of the embodiments, the specific implementation of the present invention, such as the shape, structure, mutual position and connection relationship between the various parts, the function and working principle of each part, and the manufacturing process And the method of operation and use, etc., are described in further detail to help those skilled in the art have a more complete, accurate and in-depth understanding of the inventive concept and technical solutions of the present invention.

图1为本发明一种滤池V型槽的截面图;如图所示的本发明一种滤池V型槽,包括倾斜的槽壁4和底部,槽壁4无缝拼装薄斜预制板,其中,相邻的薄斜预制板之间的槽壁4设有凹型槽2,凹型槽2底部预埋金属连接件5;靠近底部还设有布水孔1。Fig. 1 is a sectional view of a V-shaped groove of a filter of the present invention; as shown in the figure, a V-shaped groove of a filter of the present invention includes inclined groove walls 4 and bottom, and the groove walls 4 are seamlessly assembled with thin oblique prefabricated panels , wherein, the groove wall 4 between the adjacent thin inclined prefabricated panels is provided with a concave groove 2, and the metal connector 5 is embedded in the bottom of the concave groove 2; a water distribution hole 1 is also provided near the bottom.

图2为图1所示的本发明一种滤池V型槽的安装方法的V型槽的剖视图;图3为图1所示的本发明一种滤池V型槽的安装方法示意图;如图所示的本发明一种滤池V型槽的安装方法,包括如下步骤:Fig. 2 is the sectional view of the V-shaped groove of the installation method of a kind of filter tank V-shaped groove shown in Fig. 1; Fig. 3 is the schematic diagram of the installation method of a kind of filter tank V-shaped groove of the present invention shown in Fig. 1; A kind of installation method of filter tank V-shaped groove of the present invention shown in the figure, comprises the following steps:

1)设置槽壁4凹型槽2,然后凹型槽2底部预埋金属连接件5;采用在木模板内壁钉与凹型槽2等宽等深的模板条实现预留凹型槽2;1) Set the concave groove 2 on the groove wall 4, and then pre-embed the metal connector 5 at the bottom of the concave groove 2; use the formwork strips on the inner wall of the wooden formwork to realize the reserved concave groove 2 with the same width and depth as the concave groove 2;

2)制备薄斜预制板;按照槽壁4的倾斜度制作预制板,预制板的一侧设置吊环3,预制板单件长度≤1米,砼标号≥C30;2) Prepare thin inclined prefabricated slabs; make prefabricated slabs according to the inclination of the tank wall 4, install rings 3 on one side of the prefabricated slabs, the length of a single prefabricated slab is ≤ 1 meter, and the concrete label is ≥ C30;

3)安装前清理凹型槽2底部,检查预埋金属连接件5;清理凹型槽2内杂物,检查槽壁4上预埋金属连接件5的位置,同时将安装控制线投放到待安装的部位;3) Clean the bottom of the concave groove 2 before installation, check the embedded metal connector 5; clean up the sundries in the concave groove 2, check the position of the embedded metal connector 5 on the groove wall 4, and put the installation control line into the to-be-installed part;

4)搭设可调钢管脚手架作为V型槽安装薄斜预制板的临时托撑;4) Set up adjustable steel pipe scaffolding as a temporary support for V-groove installation of thin inclined prefabricated slabs;

5)吊装、就位;通过预制板一侧设置的吊环3将预制板吊起,自V型槽两端向中间逐块进行装配,每四至六块做一个零点校正,预制板一端置于凹型槽中,通过可调钢管脚手架上设置的丝杆6,顶起预制板,然后推入安装位;5) Hoisting and positioning; lift the prefabricated slab through the lifting ring 3 set on one side of the prefabricated slab, assemble it piece by piece from both ends of the V-shaped groove to the middle, and make a zero point correction for every four to six pieces, and place one end of the prefabricated slab in the concave shape In the groove, the prefabricated panel is lifted up by the screw rod 6 set on the adjustable steel pipe scaffold, and then pushed into the installation position;

6)节点连接,然后对连接点进行后期处理;节点采用点焊连接,节点连接相邻的预制板竖向焊缝及预制板与槽壁4预埋金属连接件5采用手工电弧焊,满焊,焊缝饱满,无夹渣、气孔,焊缝高度≥预制板的厚度,金属连接件5间焊接间隙≤2mm,产生的药皮及时清理;缝隙处采用防水胶泥填缝填平;后期处理还包括防水胶泥硬化后,涂刷聚合物水泥基防水层两道,水泥砂浆抹面。6) Node connection, and then carry out post-processing on the connection point; the node is connected by spot welding, the node connects the vertical weld seam of the adjacent prefabricated slab and the pre-embedded metal connector 5 of the prefabricated slab and the groove wall 4 adopts manual arc welding, full welding , the weld seam is full, without slag inclusions and pores, the height of the weld seam is ≥ the thickness of the prefabricated plate, the welding gap between the five metal connectors is ≤ 2mm, and the resulting coating is cleaned up in time; the gaps are filled with waterproof cement; post-processing Including after the waterproof cement is hardened, two layers of polymer cement-based waterproof layer are applied, and the surface is plastered with cement mortar.

采用本发明的技术方案,滤池V型槽槽壁4,采用无缝拼装薄斜预制板,薄斜预制板为水平浇筑,在工程中进行标准化预制生产,解决了滤池V型槽薄斜板的混凝土现场浇筑质量和养护质量这两个关键问题,不仅保证了滤池整体质量,并可实现工厂化加工。Adopting the technical solution of the present invention, the filter tank V-shaped groove wall 4 adopts seamlessly assembled thin inclined prefabricated panels, and the thin inclined prefabricated panels are poured horizontally. The two key issues of concrete pouring quality and maintenance quality of the slab not only ensure the overall quality of the filter, but also realize factory processing.

本发明还公开了一种滤池V型槽的安装方法,根据滤池V型槽结构特点加工V型槽所需的薄斜预制板,将现有技术的薄板在槽壁4上直接进行垂直浇筑改为预先使用模具进行水平浇筑,在工程中进行标准化预制生产,槽壁4预留凹型槽2及预埋金属连接件5,现场采用起重、焊接设备等进行安装,形成成型产品,节点板采用焊接,接缝处进行嵌缝和防水处理;有效提高V型槽的施工质量,由于V型槽为平卧预制,成型尺寸及养护效果较好,并能加快施工进度,缩短计划工期,提高了施工质量;有效解决V型槽薄斜板的混凝土现场浇注不密实度问题,避免了混凝土露筋、空洞、麻面的现象,从而提高了混凝土浇注质量和外观;解决斜板预留孔偏移的问题,预留孔偏差合格率可达98%,提高了滤池V型槽布水孔的准确性,因此大大提高滤池的反冲洗效果;V型槽等同于悬臂构件,而预制V型槽为提前预制,现场装配较快,下部架体在V型槽安装结束后即可拆除进入下步工序,无需等待混凝土强度达到100%,可缩短工期28天左右;装配式施工机械化程度高,大大降低了工人的劳动强度,社会效益显著。The invention also discloses a method for installing the V-shaped groove of the filter tank. According to the structural characteristics of the V-shaped groove of the filter tank, the thin inclined prefabricated plate required for the V-shaped groove is processed, and the thin plate in the prior art is directly vertically placed on the groove wall 4. The pouring is changed to horizontal pouring using molds in advance, and standardized prefabrication production is carried out in the project. The concave groove 2 and the pre-embedded metal connector 5 are reserved in the groove wall 4. Lifting and welding equipment are used for installation on site to form formed products. The plates are welded, and the joints are caulked and waterproofed; the construction quality of the V-shaped groove is effectively improved. Since the V-shaped groove is prefabricated in a horizontal position, the forming size and maintenance effect are better, and it can speed up the construction progress and shorten the planned construction period. Improve the construction quality; effectively solve the problem of inconsistency of concrete pouring on the V-shaped groove thin inclined slab, avoid the phenomenon of concrete exposed bars, cavities, and pockmarks, thereby improving the quality and appearance of concrete pouring; solve the problem of reserved holes in the inclined slab For the problem of offset, the qualified rate of reserved hole deviation can reach 98%, which improves the accuracy of the water hole distribution of the V-shaped groove of the filter, thus greatly improving the backwashing effect of the filter; the V-shaped groove is equivalent to the cantilever component, and the prefabricated The V-shaped groove is prefabricated in advance, and the on-site assembly is fast. After the installation of the V-shaped groove, the lower frame can be dismantled and enter the next process. There is no need to wait for the concrete strength to reach 100%, which can shorten the construction period by about 28 days; the degree of mechanization of prefabricated construction High, greatly reducing the labor intensity of workers, and the social benefits are remarkable.

上面结合附图对本发明进行了示例性描述,显然本发明具体实现并不受上述方式的限制,只要采用了本发明的方法构思和技术方案进行的各种非实质性的改进,或未经改进将本发明的构思和技术方案直接应用于其它场合的,均在本发明的保护范围之内。The present invention has been exemplarily described above in conjunction with the accompanying drawings. Obviously, the specific implementation of the present invention is not limited by the above methods, as long as various insubstantial improvements are adopted in the method concept and technical solutions of the present invention, or there is no improvement Directly applying the conception and technical solutions of the present invention to other occasions falls within the protection scope of the present invention.

Claims (7)

  1. A kind of 1. installation method of filter tank V-groove, it is characterised in that:Comprise the following steps:
    1) cell wall concave groove is set, then matrix trench bottom built-in metal connector;
    2) thin oblique prefabricated board is prepared;
    3) cleaning matrix trench bottom before installation, checks built-in metal connector;
    4) interim support support of the adjustable steel pipe scaffold as the thin tiltedly prefabricated board of V-groove installation is set up;
    5) lift, be in place;
    6) node connects, and then carries out post-processing to tie point.
  2. 2. according to a kind of installation method of filter tank V-groove described in claim 1, it is characterised in that:Set in described step 1) Cell wall concave groove is put, reserved concave groove is realized using in plank sheathing inwall nail and the wide template bar for waiting depth of concave groove.
  3. 3. according to a kind of installation method of filter tank V-groove described in claim 1, it is characterised in that:Made in described step 2) Standby thin oblique prefabricated board, prefabricated board being made according to the gradient of cell wall, the side of prefabricated board sets suspension ring, prefabricated board single-piece length≤ 1 meter, concrete label >=C30.
  4. 4. according to a kind of installation method of filter tank V-groove described in claim 1, it is characterised in that:Pacify in described step 3) Cleaning matrix trench bottom before dress, checks built-in metal connector, clears up debris in concave groove, checks built-in metal connection on cell wall The position of part, while installation control line is launched and arrives position to be installed.
  5. 5. according to a kind of installation method of filter tank V-groove described in claim 1, it is characterised in that:Hung in described step 5) Fill, be in place, the suspension ring set by prefabricated board side sling prefabricated board, are assembled from V-groove both ends to middle block-by-block, often Four to six pieces are done a zero correction, and prefabricated board one end is placed in concave groove, by the screw mandrel set on adjustable steel pipe scaffold, Prefabricated board is jacked up, is then pushed into installation position.
  6. 6. according to a kind of installation method of filter tank V-groove described in claim 1, it is characterised in that:Saved in described step 6) Point connection, node are connected using spot welding, and node connects the adjacent vertical weld seam of prefabricated board and prefabricated board and connected with cell wall built-in metal Fitting uses manual electric arc welding, and full weld, weld seam is full, no slag inclusion, stomata, the thickness of weld bead height >=prefabricated board, metal connection Welded gaps≤2mm between part, caused coating are cleared up in time;Filled and led up at gap using waterproof clay joint filling.
  7. 7. according to a kind of installation method of filter tank V-groove described in claim 1, it is characterised in that:After in described step 6) After phase processing also includes waterproof clay hardening, brushing polymer cement-based waterproof layer twice, cement sand plaster.
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CN110747982A (en) * 2019-10-14 2020-02-04 上海水业设计工程有限公司 Prefabricated assembly type V-shaped groove for filter tank
CN115788119A (en) * 2022-12-13 2023-03-14 中国建筑第八工程局有限公司 Construction method of special-shaped concrete secondary structure in denitrification tank of urban sewage treatment plant

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1520708A (en) * 2003-01-27 2004-08-18 中国科学院华南植物研究所 A Quick Greening Method for Bare Rock Walls
CN201768407U (en) * 2010-09-03 2011-03-23 浙江沃特水处理设备有限公司 V-shaped groove in V-shaped filter tank
CN205077603U (en) * 2015-09-14 2016-03-09 金剑环保有限公司 Stainless steel V type groove
CN205171857U (en) * 2015-11-26 2016-04-20 文登蓝岛建筑工程有限公司 Ramp type structure that cornices
CN206404395U (en) * 2016-12-28 2017-08-15 淮北矿业(集团)工程建设有限责任公司 A kind of filter tank V-groove

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3991338B2 (en) * 2003-10-28 2007-10-17 炭平コーポレーション株式会社 How to connect U-shaped groove to ridge or side groove

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1520708A (en) * 2003-01-27 2004-08-18 中国科学院华南植物研究所 A Quick Greening Method for Bare Rock Walls
CN201768407U (en) * 2010-09-03 2011-03-23 浙江沃特水处理设备有限公司 V-shaped groove in V-shaped filter tank
CN205077603U (en) * 2015-09-14 2016-03-09 金剑环保有限公司 Stainless steel V type groove
CN205171857U (en) * 2015-11-26 2016-04-20 文登蓝岛建筑工程有限公司 Ramp type structure that cornices
CN206404395U (en) * 2016-12-28 2017-08-15 淮北矿业(集团)工程建设有限责任公司 A kind of filter tank V-groove

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Denomination of invention: A V-shaped filter tank and its installation method

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