CN116927258A - A construction method and construction support device for pre-paved anti-adhesive waterproofing membrane - Google Patents

A construction method and construction support device for pre-paved anti-adhesive waterproofing membrane Download PDF

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Publication number
CN116927258A
CN116927258A CN202310921300.2A CN202310921300A CN116927258A CN 116927258 A CN116927258 A CN 116927258A CN 202310921300 A CN202310921300 A CN 202310921300A CN 116927258 A CN116927258 A CN 116927258A
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supporting
waterproof coiled
coiled material
template unit
construction
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Inventor
石忠
吴东
柴浩
郭兆华
华虎军
王攀
杨伟卿
代文
冀凯莉
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SCEGC No 5 Construction Engineering Group Co Ltd
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SCEGC No 5 Construction Engineering Group Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E02D31/025Draining membranes, sheets or fabric specially adapted therefor, e.g. with dimples
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02Handling of bulk concrete specially for foundation or hydraulic engineering purposes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • E02D27/013Shuttering specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/002Concrete
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0026Metals
    • E02D2300/0029Steel; Iron

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Road Paving Structures (AREA)

Abstract

The invention discloses a construction method and a construction supporting device for pre-paved anti-adhesion waterproof coiled materials, wherein the construction supporting device comprises the following steps: building a supporting template unit and paving waterproof coiled materials, wherein the waterproof coiled materials cover one side of the supporting template unit, and the height of the waterproof coiled materials is larger than that of the supporting template unit; fixing the contact position of the waterproof coiled material and the upper end of the supporting template unit, arranging a supporting frame on one side, far away from the waterproof coiled material, of the supporting template unit, arranging a connecting piece on the supporting frame, and enabling the connecting piece to sequentially penetrate through the supporting frame, the supporting template unit and the waterproof coiled material, wherein the connecting piece is fixedly connected with the supporting frame and the foundation raft; pouring concrete; and cutting off the part of the waterproof coiled material higher than the supporting template unit, removing the supporting frame and the supporting template unit, cutting off the connecting piece reserved on the outer side of the waterproof coiled material, and repairing the damaged position in the cutting process. Compared with the construction method of the brick moulding bed, the brick moulding bed material consumption and the construction operation time are greatly reduced, the labor investment is reduced, the construction cost is reduced, and the construction progress is accelerated.

Description

一种预铺反粘防水卷材施工方法及施工支撑装置A construction method and construction support device for pre-paved anti-adhesive waterproofing membrane

技术领域Technical field

本发明属于建筑施工技术领域,涉及一种预铺反粘防水卷材施工方法及施工支撑装置。The invention belongs to the technical field of building construction and relates to a construction method of pre-paved anti-adhesive waterproofing membrane and a construction support device.

背景技术Background technique

HDPE高分子自粘胶膜防水卷材是专为地下工程开发的一种国际前沿技术,通过预铺反粘的施工方法,施工过程中在雨天、水中、低温等施工环境下,亦可实现有效搭接,同时可省去保护层,直接在防水膜上面绑扎底板钢筋。成型后卷材与后浇混凝土结构形成永久性无缝隙粘结,反粘效果、防窜水、力学性能较好,适用于各种地下室防水工程。HDPE polymer self-adhesive membrane waterproofing membrane is an international cutting-edge technology developed specifically for underground engineering. Through the pre-paved and anti-adhesive construction method, effective construction can be achieved in rainy days, water, low temperature and other construction environments during the construction process. Overlapping, the protective layer can be omitted, and the base plate steel bars can be tied directly on the waterproof membrane. After forming, the rolled material forms a permanent seamless bond with the post-poured concrete structure. It has anti-adhesive effect, prevents water from channeling, and has good mechanical properties. It is suitable for various basement waterproofing projects.

现有技术的缺陷和不足:在基础筏板阶段实际施工中,按照规范要求基础底板防水和地下室外墙防水之间需预留一定高度防水卷材甩槎,常规做法以砌筑砖胎膜为主,此做法费工费时,且后期拆卸也不方便,对施工进度及成本造成一定风险。Defects and shortcomings of the existing technology: During the actual construction of the foundation raft stage, according to the specification requirements, a certain height of waterproof membrane must be reserved between the waterproofing of the foundation floor and the waterproofing of the basement exterior wall. The conventional practice is to build brick membranes. Mainly, this method is labor-consuming and time-consuming, and it is also inconvenient to dismantle later, which poses certain risks to the construction progress and cost.

发明内容Contents of the invention

本发明的目的在于解决现有技术中防水卷材在施工中,防水卷材的一侧以砌筑砖胎膜为主,费工费时的问题,提供一种预铺反粘防水卷材施工方法及施工支撑装置。The purpose of the present invention is to solve the problem in the prior art that during the construction of waterproofing membranes, one side of the waterproofing membrane is mainly built with brick membranes, which is labor-intensive and time-consuming, and to provide a construction method for pre-laying anti-adhesive waterproofing membranes. and construction support devices.

为达到上述目的,本发明采用以下技术方案予以实现:In order to achieve the above objectives, the present invention adopts the following technical solutions to achieve:

一种预铺反粘防水卷材施工方法,包括以下步骤:A construction method of pre-paved anti-adhesive waterproofing membrane, including the following steps:

搭建支撑模板单元并铺设防水卷材,所述防水卷材与支撑模板单元的侧壁贴合,且防水卷材的高度大于支撑模板单元的高度;Build a support formwork unit and lay waterproof membranes, the waterproof membranes fit with the side walls of the support formwork units, and the height of the waterproof membranes is greater than the height of the support formwork units;

将防水卷材与支撑模板单元上端接触的位置进行固定,在防水卷材上放置基础筏板;Fix the position where the waterproof membrane contacts the upper end of the support formwork unit, and place the basic raft on the waterproof membrane;

在支撑模板单元远离防水卷材的一侧设置支撑架,支撑架与支撑模板单元相抵,支撑架上设置连接件,连接件依次贯穿支撑架、支撑模板单元和防水卷材,连接件与支撑架和基础筏板固连;A support frame is provided on the side of the support formwork unit away from the waterproof membrane. The support frame offsets the support formwork unit. A connector is provided on the support frame. The connector penetrates the support frame, the support template unit and the waterproof membrane in sequence. The connector and the support frame Fixedly connected to the foundation raft;

对基础筏板进行浇筑混凝土;Concrete the foundation raft;

将防水卷材高于支撑模板单元的部分切除,拆除支撑架和支撑模板单元,将预留在防水卷材外侧的连接件切除,并对切除过程中的破损位置进行修补。Cut off the part of the waterproof membrane that is higher than the supporting formwork unit, remove the support frame and the supporting formwork unit, cut off the connectors reserved on the outside of the waterproofing membrane, and repair the damaged parts during the removal process.

本发明的进一步改进在于:Further improvements of the present invention are:

所述防水卷材的高度比支撑模板单元的高度高出3-5cm。The height of the waterproof membrane is 3-5cm higher than the height of the supporting formwork unit.

通过铁钉将防水卷材与支撑模板单元上端接触的位置进行固定。Use iron nails to fix the position where the waterproof membrane contacts the upper end of the supporting formwork unit.

所述支撑模板单元包括模板,模板远离防水卷材一侧设置次龙骨,次龙骨的外侧设置有主龙骨。The support template unit includes a template, a sub-keel is arranged on the side of the template away from the waterproof membrane, and a main keel is arranged on the outside of the sub-keel.

所述支撑架包括水平支撑组件,所述水平支撑组件与主龙骨连接;The support frame includes a horizontal support component connected to the main keel;

所述水平支撑组件外侧设置有斜支撑杆组件,所述斜支撑杆组件一端与水平支撑组件连接,另一端接触限位件,所述限位件固定在地面上。An oblique support rod assembly is provided on the outside of the horizontal support assembly. One end of the oblique support rod assembly is connected to the horizontal support assembly, and the other end contacts the limiter. The limiter is fixed on the ground.

所述水平支撑组件包括平行设置的第一连接杆和第二连接杆;The horizontal support assembly includes a first connecting rod and a second connecting rod arranged in parallel;

所述第一连接杆和第二连接杆沿主龙骨由上至下间隔分布。The first connecting rod and the second connecting rod are spaced apart from top to bottom along the main keel.

所述斜支撑杆组件包括水平支撑杆和斜支撑杆;The oblique support rod assembly includes a horizontal support rod and an oblique support rod;

所述水平支撑杆放置在地面,所述水平支撑杆一端与第二连接杆相抵,另一端连接固定块,所述固定块与限位件相抵;The horizontal support rod is placed on the ground, one end of the horizontal support rod is against the second connecting rod, and the other end is connected to a fixed block, and the fixed block is against the limiting member;

所述斜支撑杆一端与第一连接杆连接,另一端与固定块连接。One end of the oblique support rod is connected to the first connecting rod, and the other end is connected to the fixed block.

所述连接件依次贯穿第一连接杆、支撑模板单元和防水卷材;The connecting piece penetrates the first connecting rod, the supporting template unit and the waterproof membrane in sequence;

所述连接件和第一连接杆与基础筏板固连。The connecting piece and the first connecting rod are fixedly connected to the foundation raft.

一种预铺反粘防水卷材施工支撑装置,包括支撑模板单元,所述支撑模板单元与待施工的防水卷材连接,支撑模板单元远离防水卷材的一侧设置支撑架,支撑架与支撑模板单元相抵,支撑架上设置连接件,连接件依次贯穿支撑架、支撑模板单元和防水卷材,连接件与支撑架和待浇筑的基础筏板固连,所述基础筏板放置在待施工的防水卷材上。A support device for the construction of pre-paved anti-adhesive waterproofing membranes, including a support formwork unit connected to the waterproofing membrane to be constructed. A support frame is provided on the side of the support formwork unit away from the waterproofing membrane. The support frame and the support The formwork units are offset, and connectors are provided on the support frame. The connectors pass through the support frame, the support formwork unit and the waterproof membrane in sequence. The connectors are firmly connected to the support frame and the foundation raft to be poured. The foundation raft is placed on the site to be constructed. on the waterproof membrane.

进一步的,所述支撑架包括水平支撑组件,所述水平支撑组件与主龙骨连接;Further, the support frame includes a horizontal support component, and the horizontal support component is connected to the main keel;

所述水平支撑组件外侧设置有斜支撑杆组件,所述斜支撑杆组件一端与水平支撑组件连接,另一端接触限位件,所述限位件固定在地面上。An oblique support rod assembly is provided on the outside of the horizontal support assembly. One end of the oblique support rod assembly is connected to the horizontal support assembly, and the other end contacts the limiter. The limiter is fixed on the ground.

与现有技术相比,本发明具有以下有益效果:Compared with the prior art, the present invention has the following beneficial effects:

本发明公开了一种预铺反粘防水卷材施工方法,在防水卷材的一侧设置支撑模板单元,防水卷材的高度大于支撑模板的高度,并形成甩槎,并将甩槎处与支撑模板单元的上端固定,在支撑模板单元远离防水卷材的一侧设置支撑架,对支撑模板单元形成支撑,且支撑架上设置有连接件,连接件依次贯穿支撑架、支撑模板单元和防水卷材,且与支撑架和基础筏板固连,对防水卷材和支撑模板单元起到了向外的拉力,加固了防水卷材与支撑模板单元连接的紧密性,也提高了模板的支撑效果,配合支撑架形成内拉外撑的效果,便于后期的浇筑施工,浇筑完成后,支撑架和支撑模板单元依次拆卸即可,相较于统砖胎膜施工方法,大幅度减少了砖胎膜材料用量及施工作业时间,具有减少人工投入、降低施工成本,加快施工进度。The invention discloses a construction method of pre-paved anti-adhesive waterproofing membrane. A supporting template unit is provided on one side of the waterproofing membrane. The height of the waterproofing membrane is greater than the height of the supporting template, and a hook is formed, and the hooking point is connected with the supporting template. The upper end of the support formwork unit is fixed, and a support frame is provided on the side of the support formwork unit away from the waterproof membrane to form support for the support formwork unit, and a connector is provided on the support frame, and the connector passes through the support frame, the support formwork unit, and the waterproofing material in turn. The membrane is firmly connected to the support frame and the foundation raft, which exerts an outward pulling force on the waterproof membrane and the support formwork unit, strengthens the tightness of the connection between the waterproof membrane and the support formwork unit, and also improves the support effect of the formwork. , cooperate with the support frame to form the effect of internal tension and external support, which facilitates later pouring construction. After the pouring is completed, the support frame and support formwork units can be disassembled in sequence. Compared with the traditional brick membrane construction method, the brick membrane construction method is greatly reduced. The amount of materials and construction operation time can reduce labor input, reduce construction costs, and speed up construction progress.

进一步的,本发明中,支撑架包括垂直设置的主龙骨和次龙骨,主龙骨、次龙骨和斜支撑杆组件配合,对支撑模板单元进行侧面支撑,既能保证支撑稳固的效果,也便于后期的拆卸。Further, in the present invention, the support frame includes a main keel and a sub-keel arranged vertically. The main keel, the sub-keel and the oblique support rod assembly cooperate to provide side support to the support formwork unit, which can not only ensure the stable support effect, but also facilitate the later stage. disassembly.

本发明公开了一种预铺反粘防水卷材施工支撑装置,主要用于防水卷材是的施工中,通过支撑模板单元对防水卷材进行支撑,在模板单元的一侧通过支撑架对模板单元进行支撑,支撑架上配合连接件,加固了施工中模板单元的支撑稳固,且本装置相较于统砖胎膜施工方法,拆装方便,大幅度减少了砖胎膜材料用量及施工作业时间,具有减少人工投入、降低施工成本,加快施工进度。The invention discloses a construction support device for pre-paved anti-adhesive waterproofing membranes, which is mainly used in the construction of waterproofing membranes. The waterproofing membranes are supported through a support formwork unit, and the formwork is supported by a support frame on one side of the formwork unit. The unit is supported, and the support frame is matched with connectors to strengthen the support of the formwork unit during construction. Compared with the traditional brick membrane construction method, this device is easy to disassemble and assemble, greatly reducing the amount of brick membrane materials and construction operations. time, which can reduce labor input, reduce construction costs, and speed up construction progress.

附图说明Description of the drawings

为了更清楚地说明本发明实施例的技术方案,下面将对实施例中所需要使用的附图作简单地介绍,应当理解,以下附图仅示出了本发明的某些实施例,因此不应被看作是对范围的限定,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他相关的附图。In order to explain the technical solutions of the embodiments of the present invention more clearly, the drawings required to be used in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of the present invention and therefore do not It should be regarded as a limitation of the scope. For those of ordinary skill in the art, other relevant drawings can be obtained based on these drawings without exerting creative efforts.

图1为本发明的整体结构图;Figure 1 is an overall structural diagram of the present invention;

图2为本发明的侧视图;Figure 2 is a side view of the present invention;

图3为本发明的立体结构图;Figure 3 is a three-dimensional structural view of the present invention;

图4为本发明的地下室外墙防水卷材的一种施工示意图;Figure 4 is a construction schematic diagram of the basement exterior wall waterproofing membrane of the present invention;

图5为本发明的地下室外墙防水卷材的另一种施工示意图。Figure 5 is another construction schematic diagram of the basement exterior wall waterproofing membrane of the present invention.

其中:1-防水卷材;2-连接件;3-基础筏板;4-模板;5-主龙骨;6-第一连接杆;7-第二连接杆;8-水平支撑杆;9-斜支撑杆;10-固定块;11--可调撑托;12-限位件;13-地下室外墙防水卷材;14-基层处理剂;15-双面丁基胶带;16-单面丁基胶带。Among them: 1-waterproof membrane; 2-connector; 3-basic raft; 4-template; 5-main keel; 6-first connecting rod; 7-second connecting rod; 8-horizontal support rod; 9- Inclined support rod; 10-fixed block; 11-adjustable support; 12-limiting piece; 13-basement exterior wall waterproofing membrane; 14-base treatment agent; 15-double-sided butyl tape; 16-single-sided Butyl tape.

具体实施方式Detailed ways

为使本发明实施例的目的、技术方案和优点更加清楚,下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明一部分实施例,而不是全部的实施例。通常在此处附图中描述和示出的本发明实施例的组件可以以各种不同的配置来布置和设计。In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments These are some embodiments of the present invention, rather than all embodiments. The components of the embodiments of the invention generally described and illustrated in the figures herein may be arranged and designed in a variety of different configurations.

因此,以下对在附图中提供的本发明的实施例的详细描述并非旨在限制要求保护的本发明的范围,而是仅仅表示本发明的选定实施例。基于本发明中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。Therefore, the following detailed description of the embodiments of the invention provided in the appended drawings is not intended to limit the scope of the claimed invention, but rather to represent selected embodiments of the invention. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without making creative efforts fall within the scope of protection of the present invention.

应注意到:相似的标号和字母在下面的附图中表示类似项,因此,一旦某一项在一个附图中被定义,则在随后的附图中不需要对其进行进一步定义和解释。It should be noted that similar reference numerals and letters represent similar items in the following figures, therefore, once an item is defined in one figure, it does not need further definition and explanation in subsequent figures.

在本发明实施例的描述中,需要说明的是,若出现术语“上”、“下”、“水平”、“内”等指示的方位或位置关系为基于附图所示的方位或位置关系,或者是该发明产品使用时惯常摆放的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。此外,术语“第一”、“第二”等仅用于区分描述,而不能理解为指示或暗示相对重要性。In the description of the embodiments of the present invention, it should be noted that if the terms “upper”, “lower”, “horizontal”, “inner”, etc. appear to indicate an orientation or positional relationship, they are based on the orientation or positional relationship shown in the drawings. , or the orientation or positional relationship in which the product of the invention is usually placed when used, is only for the convenience of describing the invention and simplifying the description, and does not indicate or imply that the device or component referred to must have a specific orientation or be constructed in a specific orientation. and operation, and therefore cannot be construed as limitations of the present invention. In addition, the terms "first", "second", etc. are only used to differentiate descriptions and are not to be understood as indicating or implying relative importance.

此外,若出现术语“水平”,并不表示要求部件绝对水平,而是可以稍微倾斜。如“水平”仅仅是指其方向相对“竖直”而言更加水平,并不是表示该结构一定要完全水平,而是可以稍微倾斜。In addition, if the term "level" appears, it does not mean that the component is required to be absolutely horizontal, but may be slightly tilted. For example, "horizontal" only means that its direction is more horizontal than "vertical". It does not mean that the structure must be completely horizontal, but can be slightly tilted.

在本发明实施例的描述中,还需要说明的是,除非另有明确的规定和限定,若出现术语“设置”、“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本发明中的具体含义。In the description of the embodiments of the present invention, it should also be noted that, unless otherwise clearly stated and limited, the terms "setting", "installation", "connecting" and "connecting" should be understood in a broad sense. For example, they can It can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection, or it can be an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be an internal connection between two components. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

下面结合附图对本发明做进一步详细描述:The present invention will be described in further detail below in conjunction with the accompanying drawings:

参见图1,本发明实施例公开了一种预铺反粘防水卷材施工方法,基础筏板底板HDPE预铺反粘防水卷材铺贴时预留一定高度的甩槎,甩茬卷材放置于模板内侧使用铁钉固定,通过单侧支模及“内拉外撑”的方式将模板安装到位,即可浇筑混凝土,达到地下室HDPE预铺反粘甩槎快速施工的目的。Referring to Figure 1, an embodiment of the present invention discloses a construction method of pre-paved anti-adhesive waterproofing membrane. When laying HDPE pre-paved anti-adhesive waterproofing membrane on the base raft bottom plate, a certain height of slat is reserved, and the stubble is placed Use iron nails to fix the inside of the formwork. Install the formwork in place through one-sided formwork and "inner pull and outer support". Concrete can be poured to achieve the purpose of rapid construction of HDPE pre-paving in the basement.

具体包括以下步骤:Specifically, it includes the following steps:

卷材铺贴、预留:Roll material laying and reservation:

首先对基层进行清理,待基层清理完成后,按照预铺反粘的施工方法铺贴防水卷材1,并在防水卷材1上放置基础筏板3,其中甩槎部位的HDPE防水卷材1预留需高于基础筏板3混凝土浇筑成活面的3-5cm。First, the base layer is cleaned. After the base layer is cleaned, the waterproof membrane 1 is laid according to the pre-laying and reverse-adhesive construction method, and the basic raft 3 is placed on the waterproof membrane 1, among which the HDPE waterproof membrane 1 in the hanging area is Reserve 3-5cm that needs to be 3-5cm higher than the foundation raft slab when concrete is poured into the living surface.

按照基础边线和基础筏板3的厚度进行模板安装,模板4安装在基础筏板3的一侧,防水卷材1位于模板4的内侧,即远离基础筏板3的一侧;The formwork is installed according to the foundation edge line and the thickness of the foundation raft 3. The formwork 4 is installed on one side of the foundation raft 3, and the waterproof membrane 1 is located inside the formwork 4, that is, on the side away from the foundation raft 3;

卷材固定:Roll fixation:

在模板4顶部和防水卷材1接触的位置,使用铁钉将防水卷材1与模板4进行固定。At the position where the top of the template 4 contacts the waterproof membrane 1, use iron nails to fix the waterproof membrane 1 and the template 4.

其中铁钉每间隔1m设置一个,防止施工过程中卷材随意扭曲。Among them, iron nails are set every 1m to prevent the coil from being twisted at will during the construction process.

筏板钢筋绑扎:Raft steel bar lashing:

待HDPE防水卷材阴阳角及其他细部构造施工完成后,即可绑扎筏板钢筋;After the construction of the inner and outer corners of the HDPE waterproof membrane and other detailed structures is completed, the raft steel bars can be tied;

模板加固:Template reinforcement:

具体为:Specifically:

在模板4的一侧横向固定次龙骨,次龙骨的外侧固定主龙骨5,主龙骨5垂直间隔分布;The secondary keel is fixed laterally on one side of the template 4, and the main keel 5 is fixed on the outside of the secondary keel. The main keel 5 is distributed vertically at intervals;

主龙骨5的外侧连接第一连接杆6和第二连接杆7,第一连接杆6和第二连接杆7水平间隔分布,使第一连接杆6和第二连接杆7与主龙骨5呈垂直分布的状态;The outer side of the main keel 5 is connected to the first connecting rod 6 and the second connecting rod 7. The first connecting rod 6 and the second connecting rod 7 are horizontally spaced apart, so that the first connecting rod 6 and the second connecting rod 7 are aligned with the main keel 5. The state of vertical distribution;

其中,第一连接杆6靠近主龙骨5的上端,第二连接杆7的下端与地面接触。Among them, the first connecting rod 6 is close to the upper end of the main keel 5, and the lower end of the second connecting rod 7 is in contact with the ground.

在第一连接杆6的外侧连接斜支撑杆9,斜支撑杆9一端与第一连接杆9连接,另一端与固定块10连接;在第二连接杆7的外侧连接水平支撑杆8,水平支撑杆8一端与第二连接杆7连接,另一端与固定块10连接。An oblique support rod 9 is connected to the outside of the first connecting rod 6. One end of the oblique support rod 9 is connected to the first connecting rod 9 and the other end is connected to the fixed block 10; a horizontal support rod 8 is connected to the outside of the second connecting rod 7. One end of the support rod 8 is connected to the second connecting rod 7 and the other end is connected to the fixed block 10 .

固定块10放置在地面上,在固定块10的一侧固定限位件12,限位件12与固定块10相抵。The fixed block 10 is placed on the ground, and the limiting member 12 is fixed on one side of the fixed block 10 . The limiting member 12 is against the fixed block 10 .

进一步的,本发明实施例中,斜支撑杆9每隔两道主龙骨5设置一道,每一个斜支撑杆9对应一个水平支撑杆8,水平支撑杆8和斜支撑杆9与对应的主龙骨接触的位置均放置有可调托撑11,用于支撑第一连接杆6和第二连接杆7,达到“外撑”的效果。Further, in the embodiment of the present invention, an oblique support rod 9 is provided for every two main keels 5. Each oblique support rod 9 corresponds to a horizontal support rod 8. The horizontal support rods 8 and the oblique support rods 9 are in contact with the corresponding main keels. Adjustable supports 11 are placed at the contact positions to support the first connecting rod 6 and the second connecting rod 7 to achieve the effect of "external support".

进一步的,本发明实施例中,限位件12为U型结构的钢筋。Further, in the embodiment of the present invention, the limiting member 12 is a U-shaped steel bar.

进一步的,本发明实施例中,主龙骨5采用40×60mm木方做次龙骨,相邻的主龙骨5间距150mm,也可使用40×60mm木方做主龙骨,当使用方木头时,每间隔500mm进行加固。Further, in the embodiment of the present invention, the main keel 5 uses 40×60mm wooden square as the secondary keel, and the distance between adjacent main keels 5 is 150mm. It is also possible to use 40×60mm wooden square as the main keel. When using square wood, each interval 500mm for reinforcement.

进一步的,本发明实施例中,次龙骨均采用采用48.3mm*2.7mm钢管每800mm加固。Furthermore, in the embodiment of the present invention, the sub-keels are reinforced with 48.3mm*2.7mm steel pipes every 800mm.

进一步的,本发明实施例中,斜支撑杆9为48.3mm*2.7mm钢管。Further, in the embodiment of the present invention, the diagonal support rod 9 is a 48.3mm*2.7mm steel pipe.

进一步的,本发明实施例中,第一连接杆6和第二连接杆7均为钢管。Furthermore, in the embodiment of the present invention, both the first connecting rod 6 and the second connecting rod 7 are steel pipes.

进一步的,本发明实施例中,连接件2为通丝螺杆,在主龙骨5和第一连接杆6的连接处插入通丝螺杆,通丝螺杆依次贯穿基础筏板3、模板4和防水卷材5,然后与基础筏板焊接,位于第一连接杆6外侧的通丝螺杆使用山形卡扣固定在第一连接杆6的外侧,达到“内拉”的效果。Further, in the embodiment of the present invention, the connecting member 2 is a threaded screw. The threaded screw is inserted at the connection between the main keel 5 and the first connecting rod 6. The threaded screw penetrates the foundation raft 3, the formwork 4 and the waterproof roll in sequence. Material 5 is then welded to the foundation raft, and the threaded screw located outside the first connecting rod 6 is fixed on the outside of the first connecting rod 6 using a mountain-shaped buckle to achieve the effect of "inward pulling".

混凝土浇筑:Concrete pouring:

模板加固及验收完成后即可浇筑混凝土。Concrete can be poured after the formwork reinforcement and acceptance are completed.

甩槎部位防水卷材处理:Waterproof membrane treatment of the hook area:

待模板拆除后,切除铁钉及通丝螺杆,将破损位置、铁钉位置及螺杆眼穿孔位置使用记号笔标记清楚,将沙面盖口条裁剪成圆形,用毛刷将基层卷材清理干净,将沙面盖口条隔离膜撕掉粘贴在破损处即可。After the template is removed, cut off the iron nails and threaded screws. Use a marker to mark the damaged location, iron nail location and screw hole hole location. Cut the sand surface cover strip into a circle and clean the base membrane with a brush. After cleaning, tear off the isolation film of the sand surface cover strip and stick it on the damaged area.

将甩茬部位防水卷材提前预留的3-5cm卷材裁切,完成后即可进行地下室外墙防水施工。Cut the 3-5cm waterproof membrane reserved in advance for the stubble area. After completion, the basement exterior wall waterproofing construction can be carried out.

参见图4至图5,本发明实施例还公开了关于地下室外墙的防水卷材施工过程:Referring to Figures 4 to 5, embodiments of the present invention also disclose the construction process of waterproofing membranes for basement exterior walls:

主要包括两种搭接形式:There are mainly two types of overlapping forms:

第一种:The first:

当地下室基础与筏板仅有一段弯折点,将甩槎部位预留的3-5cmHDPE自粘胶膜防水卷材1裁切干净、平整,待地下室外墙修补、打磨、封堵等准备工作完成后,在已完成的地下室外墙涂刷基层处理剂14至甩槎防水卷材(HDPE)位置,随后按照规范要求铺贴地下室外墙防水卷材13(防水卷材具体根据图纸设计),地下室外墙防水卷材13的下端与HDPE防水卷材1的上端重合固定,重合覆盖的距离为20cm,地下室外墙防水卷材13的下端与HDPE防水卷材1重合部分处通过双面丁基胶带15黏贴,双面丁基胶带15位于地下室外墙防水卷材13与HDPE防水卷材1之间,需确保紧密贴合,在双面丁基胶带13位于地下室外墙防水卷材1的下端的接缝处采用单面丁基胶带16进行封口黏贴,单面丁基胶带16粘贴的垂直高度为10cm;When there is only one bending point between the basement foundation and the raft, cut the 3-5cm HDPE self-adhesive film waterproofing membrane 1 reserved for the swing area cleanly and flatly, and wait for preparations such as repairing, polishing, and sealing of the basement exterior wall. After completion, apply the base treatment agent 14 to the finished basement exterior wall to the position of the waterproof membrane (HDPE), and then lay the basement exterior wall waterproofing membrane 13 in accordance with the specifications (the waterproof membrane is specifically designed according to the drawings). The lower end of the basement exterior wall waterproofing membrane 13 is overlapped and fixed with the upper end of the HDPE waterproofing membrane 1. The overlapping distance is 20cm. The overlapped portion of the basement exterior wall waterproofing membrane 13 and the HDPE waterproofing membrane 1 is passed through double-sided butyl. Tape 15 is attached. The double-sided butyl tape 15 is located between the basement exterior wall waterproofing membrane 13 and the HDPE waterproofing membrane 1. Make sure it fits tightly. The double-sided butyl tape 13 is located between the basement exterior wall waterproofing membrane 1. The lower joint is sealed and pasted with single-sided butyl tape 16. The vertical height of the single-sided butyl tape 16 is 10cm;

在搭接的最底端,需确保封口严密,形成搭接处两道防水设防,经验收无误后即可进行后续施工。At the bottom of the overlap, it is necessary to ensure that the seal is tight to form two layers of waterproof defense at the overlap. Subsequent construction can be carried out after acceptance.

第二种:The second type:

当地下室基础与筏板有两段或以上弯折点,将甩槎部位预留的3-5cmHDPE自粘胶膜防水卷材1裁切干净、平整,在地下室外墙所有阳角位置做圆弧角,保证防水卷材黏贴质量,待地下室外墙修补、打磨、封堵等准备工作完成后,在已完成的地下室外墙涂刷基层处理剂14直至甩槎防水卷材(HDPE)1的位置,随后按照规范要求铺贴地下室外墙防水卷材13(防水卷材具体根据图纸设计),地下室外墙防水卷材13需紧密贴合地下室外墙的垂直面和水平面;When there are two or more bending points between the basement foundation and the raft, cut the 3-5cm HDPE self-adhesive film waterproofing membrane 1 reserved for the bending area cleanly and flatly, and make arcs at all the sunny corners of the basement exterior wall. corner to ensure the quality of the waterproof membrane. After the basement exterior wall repair, grinding, sealing and other preparations are completed, apply base treatment agent 14 on the completed basement exterior wall until the waterproof membrane (HDPE) 1 is applied. position, and then lay the basement exterior wall waterproofing membrane 13 in accordance with the specifications (the waterproofing membrane is specifically designed according to the drawings). The basement exterior wall waterproofing membrane 13 must closely fit the vertical and horizontal planes of the basement exterior wall;

地下室外墙防水卷材13的下端与HDPE防水卷材1的上端重合固定,重合覆盖的距离为20cm,将双面丁基胶带15黏贴至地下室外墙防水卷材13及HDPE防水卷材的之间形成搭接,需确保紧密贴合;The lower end of the basement exterior wall waterproofing membrane 13 is overlapped and fixed with the upper end of the HDPE waterproofing membrane 1. The overlapping distance is 20cm. Paste the double-sided butyl tape 15 to the basement exterior wall waterproofing membrane 13 and the HDPE waterproofing membrane. To form an overlap, ensure a tight fit;

在双面丁基胶带15位于地下室外墙防水卷材13的下端的接缝处采用单面丁基胶带16进行封口黏贴,单面丁基胶带16粘贴的垂直高度为10cm,需确保封口严密,形成搭接处两道防水设防,经验收无误后即可进行后续施工。Use single-sided butyl tape 16 to seal the joint where the double-sided butyl tape 15 is located at the lower end of the basement exterior wall waterproofing membrane 13. The vertical height of the single-sided butyl tape 16 is 10cm, and the sealing must be tight. , forming two layers of waterproofing at the overlap. After acceptance, subsequent construction can be carried out.

本发明相较于传统砖胎膜施工方法,大幅度减少了砖胎膜材料用量及施工作业时间,具有减少人工投入、降低施工成本,加快施工进度的优点。Compared with the traditional brick membrane construction method, the present invention greatly reduces the amount of brick membrane materials and construction operation time, and has the advantages of reducing labor input, lowering construction costs, and accelerating construction progress.

以上仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above are only preferred embodiments of the present invention and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection scope of the present invention.

Claims (10)

1. The construction method of the pre-paved anti-adhesion waterproof roll is characterized by comprising the following steps of:
building a supporting template unit and paving a waterproof coiled material (1), wherein the waterproof coiled material (1) is attached to the side wall of the supporting template unit, and the height of the waterproof coiled material (1) is larger than that of the supporting template unit;
fixing the contact position of the waterproof coiled material (1) and the upper end of the supporting template unit, and placing a foundation raft (3) on the waterproof coiled material (1);
a supporting frame is arranged on one side, far away from the waterproof coiled material (1), of the supporting template unit, the supporting frame is propped against the supporting template unit, a connecting piece (2) is arranged on the supporting frame, the connecting piece (2) sequentially penetrates through the supporting frame, the supporting template unit and the waterproof coiled material (1), and the connecting piece (2) is fixedly connected with the supporting frame and the foundation raft (3);
pouring concrete into the foundation raft (3);
and cutting off the part of the waterproof coiled material (1) higher than the supporting template unit, removing the supporting frame and the supporting template unit, cutting off the connecting piece (2) reserved on the outer side of the waterproof coiled material (1), and repairing the damaged position in the cutting process.
2. The construction method of the pre-laid anti-adhesion waterproof coiled material according to claim 1, wherein the height of the waterproof coiled material (1) is 3-5cm higher than the height of the supporting template unit.
3. The construction method of the pre-laid anti-adhesion waterproof coiled material according to claim 1, wherein the position where the waterproof coiled material (1) is contacted with the upper end of the supporting template unit is fixed through iron nails.
4. The construction method of the pre-paved anti-adhesion waterproof roll according to claim 1, wherein the supporting template unit comprises a template (4), a secondary keel is arranged on one side, away from the waterproof roll (1), of the template (4), and a main keel (5) is arranged on the outer side of the secondary keel.
5. The construction method of the pre-laid anti-adhesion waterproof coiled material according to claim 1, wherein the support frame comprises a horizontal support component, and the horizontal support component is connected with a main keel (5);
the horizontal support assembly is provided with the diagonal bracing subassembly in the outside, diagonal bracing subassembly one end is connected with the horizontal support assembly, and the other end contacts locating part (12), locating part (12) are fixed subaerial.
6. The construction method of the pre-laid anti-adhesion waterproof coiled material according to claim 5, wherein the horizontal support assembly comprises a first connecting rod (6) and a second connecting rod (7) which are arranged in parallel;
the first connecting rods (6) and the second connecting rods (7) are distributed at intervals along the main joist (5) from top to bottom.
7. The construction method of the pre-laid anti-adhesion waterproof coiled material according to claim 6, wherein the diagonal bracing assembly comprises a horizontal bracing rod (8) and a diagonal bracing rod (9);
the horizontal support rod (8) is placed on the ground, one end of the horizontal support rod (8) is propped against the second connecting rod (7), the other end of the horizontal support rod is connected with the fixing block (10), and the fixing block (10) is propped against the limiting piece (12);
one end of the inclined support rod (9) is connected with the first connecting rod (6), and the other end of the inclined support rod is connected with the fixed block (10).
8. The construction method of the pre-laid anti-adhesion waterproof coiled material according to claim 7, wherein the connecting piece (2) sequentially penetrates through the first connecting rod (6), the supporting template unit and the waterproof coiled material (1);
the connecting piece (2) and the first connecting rod (6) are fixedly connected with the foundation raft (11).
9. The utility model provides a reverse waterproofing membrane construction strutting arrangement that glues in advance, its characterized in that, including supporting the template unit, the template unit is connected with the waterproofing membrane that waits to construct, and one side that waterproofing membrane (1) was kept away from to the template unit is supported sets up the support frame, and the support frame offsets with supporting the template unit, sets up connecting piece (2) on the support frame, and connecting piece (2) run through support frame, support template unit and waterproofing membrane (1) in proper order, and connecting piece (2) link firmly with support frame and foundation raft board (3) of waiting to pour, foundation raft board (3) are placed on the waterproofing membrane of waiting to construct.
10. The pre-laid anti-adhesion waterproof coiled material construction supporting device according to claim 9, wherein the supporting frame comprises a horizontal supporting component, and the horizontal supporting component is connected with the main keel (5);
the horizontal support assembly is provided with the diagonal bracing subassembly in the outside, diagonal bracing subassembly one end is connected with the horizontal support assembly, and the other end contacts locating part (12), locating part (12) are fixed subaerial.
CN202310921300.2A 2023-07-07 2023-07-25 A construction method and construction support device for pre-paved anti-adhesive waterproofing membrane Pending CN116927258A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117738445A (en) * 2024-02-01 2024-03-22 中建三局集团有限公司 Integrated formwork support system suitable for all-aluminum formwork construction and construction method
CN117905268A (en) * 2024-02-04 2024-04-19 中建八局第二建设有限公司 Non-permanent raft side form and construction method
CN118360978A (en) * 2024-04-25 2024-07-19 中国五冶集团有限公司 A waterproof construction method for basement floor staggered area

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CN109183844A (en) * 2018-10-31 2019-01-11 中国冶集团有限公司 A kind of construction method of piping lane bottom plate pre-installed and inverted adhered type TPO waterproof roll
CN110629801A (en) * 2019-07-26 2019-12-31 中国一冶集团有限公司 Construction method using vertical mold as base surface of pre-paved anti-sticking self-adhesive waterproof roll
CN110761322A (en) * 2019-09-23 2020-02-07 中国一冶集团有限公司 Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof
CN112922030A (en) * 2021-03-24 2021-06-08 江苏凯伦建材股份有限公司 Construction method for pre-laying waterproof coiled material overlap edge on bottom plate and bottom plate side mold supporting structure

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CN203583507U (en) * 2013-11-29 2014-05-07 中国建筑一局(集团)有限公司 Raft foundation's plank sheathing system
CN109183844A (en) * 2018-10-31 2019-01-11 中国冶集团有限公司 A kind of construction method of piping lane bottom plate pre-installed and inverted adhered type TPO waterproof roll
CN110629801A (en) * 2019-07-26 2019-12-31 中国一冶集团有限公司 Construction method using vertical mold as base surface of pre-paved anti-sticking self-adhesive waterproof roll
CN110761322A (en) * 2019-09-23 2020-02-07 中国一冶集团有限公司 Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof
CN112922030A (en) * 2021-03-24 2021-06-08 江苏凯伦建材股份有限公司 Construction method for pre-laying waterproof coiled material overlap edge on bottom plate and bottom plate side mold supporting structure
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117738445A (en) * 2024-02-01 2024-03-22 中建三局集团有限公司 Integrated formwork support system suitable for all-aluminum formwork construction and construction method
CN117738445B (en) * 2024-02-01 2024-05-31 中建三局集团有限公司 An integrated formwork support system and construction method suitable for all-aluminum formwork construction
CN117905268A (en) * 2024-02-04 2024-04-19 中建八局第二建设有限公司 Non-permanent raft side form and construction method
CN118360978A (en) * 2024-04-25 2024-07-19 中国五冶集团有限公司 A waterproof construction method for basement floor staggered area

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