CN116084465A - Waterproof step-type drainage integrated structure for basement outer wall and construction method - Google Patents

Waterproof step-type drainage integrated structure for basement outer wall and construction method Download PDF

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CN116084465A
CN116084465A CN202211528618.6A CN202211528618A CN116084465A CN 116084465 A CN116084465 A CN 116084465A CN 202211528618 A CN202211528618 A CN 202211528618A CN 116084465 A CN116084465 A CN 116084465A
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waterproof
cushion
wall
layer
drainage
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郜玉芬
张建新
张中善
李阳
李佳男
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China Construction Seventh Engineering Division Corp 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • 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
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers
    • E03F3/046Open sewage channels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007Base structures; Cellars
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/665Sheets or foils impervious to water and water vapor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
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  • General Engineering & Computer Science (AREA)
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Abstract

The invention relates to a waterproof step-type drainage integrated structure for an outer wall of a basement and a construction method, wherein the waterproof step-type drainage integrated structure comprises a substrate, a protection wall, a waterproof layer, a step-type drainage layer, a soil covering layer and a sealing cover; the invention improves the drainage effect outside the protection wall, avoids excessive water flow at the position of the protection wall and ensures the drainage effect outside the basement side wall.

Description

一种地下室外墙防水台阶式排水集成结构及施工方法A waterproof step-type drainage integrated structure and construction method of basement exterior wall

技术领域technical field

本发明涉及建筑工程技术领域,具体涉及一种地下室外墙防水台阶式排水集成结构及施工方法。The invention relates to the technical field of construction engineering, in particular to a waterproof step-type drainage integrated structure of a basement exterior wall and a construction method.

背景技术Background technique

为了提高地下空间的利用率,通常会在建筑的底部设置地下室,而地下室通常位于地面以下的空间。由于地下水的存在,地下室的墙面防水是地下室施工过程中必须解决的问题。In order to improve the utilization rate of the underground space, a basement is usually arranged at the bottom of the building, and the basement is usually located in the space below the ground. Due to the existence of groundwater, the waterproofing of the basement wall is a problem that must be solved in the basement construction process.

现有的地下室排水防水结构一般通过防水卷材和排水管实现,地下室在具体施工时,一般是首先在基坑底部支护模板;然后在模板围成的区域内浇筑混凝土,待混凝土凝固后形成外墙;在外墙外壁和基坑内壁之间回填土壤,并对土壤进行夯实,这种地下室防水的方法通常是在发生渗水后再进行处理,这种方式容易在回填土内形成渗流通道,造成水渗透严重,防水效果差。The existing basement drainage and waterproof structure is generally realized by waterproofing membranes and drainage pipes. During the specific construction of the basement, the formwork is generally supported at the bottom of the foundation pit first; then concrete is poured in the area surrounded by the formwork, and formed after the concrete solidifies. External wall: backfill soil between the outer wall of the outer wall and the inner wall of the foundation pit, and tamp the soil. This method of basement waterproofing is usually treated after water seepage occurs. This method is easy to form seepage channels in the backfill soil, causing Water penetration is serious and the waterproof effect is poor.

基于此,因此有必要研究一种地下室外墙防水台阶式排水集成结构及施工方法,以解决在地下室垫层防水效果差的问题,确保地下室垫层部位防水的整体有效,为地下室结构提供可靠的防水质量。Based on this, it is necessary to study a waterproof stepped drainage integrated structure and construction method for the basement exterior wall to solve the problem of poor waterproofing of the basement cushion, ensure the overall effectiveness of the waterproofing of the basement cushion, and provide a reliable foundation for the basement structure. Waterproof quality.

发明内容Contents of the invention

鉴于此,本发明的目的在于提供一种地下室外墙防水台阶式排水集成结构及施工方法,有效的解决了现有的地下室防水排水集成结构防水效果差的问题。In view of this, the object of the present invention is to provide a basement outdoor wall waterproof stepped drainage integrated structure and construction method, which effectively solves the problem of poor waterproof effect of the existing basement waterproof and drainage integrated structure.

为实现上述目的,本发明所采用的技术方案是:一种地下室外墙防水台阶式排水集成结构,包括基底、保护墙、防水层、台阶状排水层、覆土层和封盖;所述基底上设置有基础垫层,在基础垫层的上部沿竖向施工布置保护墙,在保护墙的外侧设置有防水层,保护墙与基坑之间的区域布置台阶状排水层,所述台阶状排水层包括下台阶状垫层、排水盲沟和上垫层,所述下台阶状垫层铺设在基础垫层上,其上部呈多节的台阶状结构,且台阶平台从保护墙的远处呈升高状靠近保护墙,在每个台阶状的平台上均设置有排水盲沟,每个排水盲沟内均布置有暗排管,所述上垫层铺设在下台阶状垫层的上部,所述覆土层铺设在上垫层的上部,保护墙与地下室侧墙之间设置有保护板和防水卷材,所述封盖设置在保护墙的上部,其内侧顶靠在地下室侧墙,外侧深入覆土层。In order to achieve the above object, the technical solution adopted by the present invention is: a waterproof stepped drainage integrated structure for the basement wall, including a base, a protective wall, a waterproof layer, a stepped drainage layer, a soil covering layer and a cover; A foundation cushion is provided, and a protective wall is arranged vertically on the upper part of the foundation cushion, and a waterproof layer is arranged on the outside of the protective wall, and a stepped drainage layer is arranged in the area between the protective wall and the foundation pit, and the stepped drainage The layer includes a lower stepped cushion, drainage blind ditch and an upper cushion. The lower stepped cushion is laid on the foundation cushion, and its upper part is a multi-section stepped structure, and the stepped platform is in the The raised shape is close to the protective wall, and a drainage blind ditch is set on each stepped platform, and a concealed drainage pipe is arranged in each drainage blind ditch, and the upper cushion is laid on the upper part of the lower stepped cushion, so The covering soil layer is laid on the upper part of the upper cushion layer, and a protective board and waterproof coiled material are arranged between the protective wall and the side wall of the basement. Overburden.

进一步的,在基础垫层的上部设置有油毡,在油毡的上部施工布置保护墙。Further, a linoleum is provided on the upper part of the foundation cushion, and a protective wall is constructed and arranged on the upper part of the linoleum.

进一步的,所述防水层将保护墙的上部和内外侧包裹,在保护墙的内外两侧形成防水结构,所述防水卷材铺设的基础垫层上,并翻折固定至保护墙的防水层上。Further, the waterproof layer wraps the upper part and the inner and outer sides of the protective wall to form a waterproof structure on the inner and outer sides of the protective wall, and the waterproof coiled material is laid on the foundation cushion and folded and fixed to the waterproof layer of the protective wall superior.

进一步的,所述保护墙为砖块砌筑而成,防水层为涂刷在保护墙外侧的防水涂层。Further, the protection wall is made of bricks, and the waterproof layer is a waterproof coating painted on the outside of the protection wall.

进一步的,所述下台阶状垫层布置有至少2个台阶,每个台阶的宽度随着逐渐靠近地下室侧墙而缩小。Further, the lower stepped cushion is arranged with at least 2 steps, and the width of each step decreases as it gets closer to the side wall of the basement.

进一步的,所述排水盲沟布置在每个台阶的中部区域。Further, the drainage blind ditch is arranged in the middle area of each step.

进一步的,所述下台阶状垫层的侧面设置有挡水层。Further, a water-retaining layer is provided on the side of the lower stepped cushion.

一种地下室外墙防水台阶式排水集成结构施工方法,其特征在于,包括如下步骤,A method for constructing a waterproof step-type drainage integrated structure of a basement exterior wall, characterized in that it includes the following steps,

步骤一,根据设计图纸开挖土层,形成地下室基坑结构,对基底进行夯实,并施工基础垫层;Step 1: Excavate the soil layer according to the design drawings to form the basement pit structure, compact the base, and construct the foundation cushion;

步骤二,根据图纸在基础垫层的上部设置有油毡,在油毡的上部用砖块砌筑保护墙,然后在保护墙的外侧涂刷防水层;Step 2, according to the drawings, a linoleum is arranged on the upper part of the foundation cushion, a protective wall is built with bricks on the upper part of the linoleum, and then a waterproof layer is painted on the outside of the protective wall;

步骤三,在保护墙的内侧施工保护板和防水卷材,其中防水卷材先从基础垫层水平铺设,并向上翻折固定至保护墙侧面;首先施工地下室底层,然后在防水卷材的外部施工保护板,在保护板上布置有钢筋,然后布置内模板,并在内模板与保护板之间浇筑混凝土形成地下室侧墙;Step 3: Construct protective panels and waterproof membranes on the inner side of the protective wall. The waterproof membranes are laid horizontally from the foundation cushion first, and then folded upwards and fixed to the side of the protective wall; Construct the protection board, arrange steel bars on the protection board, then arrange the inner formwork, and pour concrete between the inner formwork and the protection board to form the side wall of the basement;

步骤四,在保护墙与基坑侧墙之间铺设下台阶状垫层并夯实,然后在每个台阶面的中部区域开挖排水盲沟,在排水盲沟内铺设填充和暗排管;Step 4: Lay a stepped cushion between the protection wall and the side wall of the foundation pit and tamp it down, then excavate a drainage blind ditch in the middle of each step surface, and lay filling and concealed drainage pipes in the drainage blind ditch;

步骤五,在下台阶状垫层的每个侧面设置挡水层,然后在下台阶状垫层的上部铺设上垫层,并进行夯实;然后在上垫层的上部施工覆土层;最后施工封盖,将保护墙的上部封堵。Step 5, set the water-retaining layer on each side of the lower stepped cushion, then lay the upper cushion on the upper part of the lower stepped cushion, and tamp it; then construct the covering soil layer on the upper part of the upper cushion; finally construct the cover, Seal the upper part of the protective wall.

上述技术方案的有益效果是:针对性现有的防水排水集成结构存在的防水效果差的问题,本发明在保护墙与基坑侧壁之间布置了下台阶状垫层,这种结构在保护墙与基坑侧壁之间形成了一种阶梯状的防水结构,在每个台阶状的台面上均设置有排水盲沟,进而根据预设深度,在远离保护墙的远端深处布置较深的排水盲沟,深水会通过此处的排水盲沟向外排水,并随着向内的进行设置逐渐升高的排水盲沟,从而从基坑侧面的进水经过依次的排水,在到达保护墙时水量被大量削减,从而具有较好的防水效果。The beneficial effect of the above-mentioned technical solution is: aiming at the problem of poor waterproof effect existing in the existing waterproof and drainage integrated structure, the present invention arranges a lower stepped cushion between the protective wall and the side wall of the foundation pit, and this structure protects A stepped waterproof structure is formed between the wall and the side wall of the foundation pit, and a drainage blind ditch is set on each stepped platform, and then according to the preset depth, a relatively deep drainage is arranged at the far end far away from the protective wall. Deep drainage blind ditch, deep water will be drained outward through the drainage blind ditch here, and gradually rising drainage blind ditch will be set up as it goes inward, so that the water inflow from the side of the foundation pit will be drained sequentially, and reach When protecting the wall, the amount of water is greatly reduced, so it has a better waterproof effect.

并在进一步的实施时,在逐渐向内的过程中台阶状的台面宽度依次变小,且排水盲沟的宽度也跟随缩小,在外部形成排水量大、跨度宽的结构,并在内部形成排水量小,宽度窄的结构,来确保排水效果;同时本发明在台阶状的竖向面设置有挡水层,从而形成了多个竖向挡水结构,在每个排水盲沟区域形成阻挡,以提供防水效果。And in further implementation, in the process of gradually moving inward, the width of the step-shaped platform gradually decreases, and the width of the drainage blind ditch also decreases accordingly, forming a structure with large drainage and wide span on the outside, and forming a structure with small drainage on the inside. , a structure with a narrow width to ensure the drainage effect; at the same time, the present invention is provided with a water-retaining layer on the stepped vertical surface, thereby forming a plurality of vertical water-retaining structures, forming a barrier in each blind drainage ditch area to provide Waterproof effect.

由此,本发明结构新颖,首先进行基础垫层施工,然后在基础垫层上施工保护墙,并以保护墙作为边界支撑结构,在保护墙的内侧施工防水卷材和保护板,保护板为混凝土浇筑的水泥板结构,其上捆扎钢筋,然后在外侧布置外模板,进行地下室侧墙浇筑;同时通过在保护墙的外侧形成台阶状的防水结构,在保护墙的外侧形成防水排水集成结构,提高了保护墙外的排水效果,避免保护墙处的水流过多,并在施工时根据施工环境的最高水位布置下台阶状垫层的布置高度,确保水流能够充分有效的排出,在保护墙的外部建立有效、可直接排水的防水结构,保证了地下室侧墙外部的排水效果。Thus, the present invention has a novel structure. Firstly, the foundation cushion is constructed, and then the protective wall is constructed on the foundation cushion, and the protective wall is used as the boundary support structure, and the waterproof coiled material and the protective plate are constructed on the inner side of the protective wall. The protective plate is Concrete-cast cement slab structure, on which steel bars are tied, and then external formwork is arranged on the outside to pour the basement side wall; at the same time, a stepped waterproof structure is formed on the outside of the protective wall, and a waterproof and drainage integrated structure is formed on the outside of the protective wall. Improve the drainage effect outside the protective wall, avoid excessive water flow at the protective wall, and arrange the height of the stepped cushion according to the highest water level of the construction environment during construction to ensure that the water can be fully and effectively discharged. An effective waterproof structure that can be directly drained is established on the outside to ensure the drainage effect on the outside of the side wall of the basement.

附图说明Description of drawings

图1为本发明的结构示意图;Fig. 1 is a structural representation of the present invention;

图2为本发明的施工流程图。Fig. 2 is the construction flowchart of the present invention.

附图标记:1为基础垫层,2为油毡,3为保护墙,4为防水层,5为防水卷材,6为地下室侧墙,7为下台阶状垫层,8为排水盲沟,9为暗排管,10为上垫层,11为覆土层,12为封盖,13为挡水层,14为保护板。Reference signs: 1 is foundation cushion, 2 is linoleum, 3 is protective wall, 4 is waterproof layer, 5 is waterproof membrane, 6 is basement side wall, 7 is lower step cushion, 8 is drainage blind ditch, 9 is a hidden drainage pipe, 10 is an upper cushion, 11 is a covering layer, 12 is a cover, 13 is a water retaining layer, and 14 is a protective plate.

具体实施方式Detailed ways

下面结合附图及具体实施方式对本发明作进一步详细描述:Below in conjunction with accompanying drawing and specific embodiment the present invention is described in further detail:

实施例1,本实施例旨在提供一种地下室外墙防水台阶式排水集成结构及施工方法,主要用于对地下室结构的外墙防水结构,造成外墙渗水的水流本质是地下室墙面出现了贯通地下室内外的裂缝,地下水通过裂缝渗入到地下室内部,而防水现有的处理方法是在裂缝位置进行填补,这种处理方式非常被动,为了解决这一难题,本实施例提供了一种地下室外墙防水台阶式排水集成结构。Embodiment 1. This embodiment aims to provide a waterproof stepped drainage integrated structure and construction method for the basement exterior wall, which is mainly used for the waterproof structure of the exterior wall of the basement structure. Through the cracks inside and outside the basement, groundwater seeps into the basement through the cracks, and the existing treatment method for waterproofing is to fill in the cracks, which is very passive. In order to solve this problem, this embodiment provides a basement outdoor Wall waterproof stepped drainage integrated structure.

如图1中展示,一种地下室外墙防水台阶式排水集成结构,包括基底、保护墙3、防水层4、台阶状排水层、覆土层11和封盖12;本实施例首先开挖基坑,并在基坑的基底上设置有基础垫层1,基础垫层1施工完毕后进行夯实,然后根据图纸在基础垫层1的上部沿竖向施工布置保护墙3,保护墙3在施工时,首先在选定区域基础垫层的上部设置有油毡2,在油毡2的上部施工布置保护墙3,保护墙3为砖块砌筑而成,具体可以采用多层的横砖砌筑工艺,砌筑完成后,在保护墙的外侧设置有防水层,防水层为涂刷在保护墙外侧的防水涂层,防水层将保护墙的上部和内外侧包裹,在保护墙的内外两侧形成防水结构。As shown in Figure 1, a waterproof stepped drainage integrated structure for the basement exterior wall includes a base, a protective wall 3, a waterproof layer 4, a stepped drainage layer, a covering layer 11 and a cover 12; in this embodiment, the foundation pit is excavated first , and the base of the foundation pit is provided with a foundation cushion 1. After the construction of the foundation cushion 1 is completed, it is tamped, and then the protection wall 3 is arranged vertically on the top of the foundation cushion 1 according to the drawings. The protection wall 3 is constructed during construction. Firstly, a linoleum 2 is arranged on the upper part of the base cushion in the selected area, and a protective wall 3 is arranged on the upper part of the linoleum 2. The protective wall 3 is made of bricks. Specifically, a multi-layer horizontal brick masonry process can be used. After the masonry is completed, a waterproof layer is installed on the outside of the protective wall. The waterproof layer is a waterproof coating painted on the outer side of the protective wall. The waterproof layer wraps the upper part and the inner and outer sides of the protective wall to form a waterproof layer on the inner and outer sides of the protective wall. structure.

实施时,保护墙3沿竖向布置,并在保护墙3与基坑侧壁之间的区域布置台阶状排水层,台阶状排水层包括下台阶状垫层7、排水盲沟8和上垫层10,下台阶状垫层7铺设在基础垫层1上,其上部呈多节的台阶状结构,如图1中展示,本实施例展示为2个台阶结构,且台阶平台从保护墙的远处呈升高状靠近保护墙3,在每个台阶状的平台上均设置有排水盲沟8,每个排水盲沟8内均布置有暗排管9。During implementation, the protective wall 3 is arranged vertically, and a stepped drainage layer is arranged in the area between the protective wall 3 and the side wall of the foundation pit. The stepped drainage layer includes a lower stepped cushion 7, a drainage blind ditch 8 and an upper cushion Layer 10, the lower stepped cushion layer 7 is laid on the foundation cushion layer 1, and its upper part is a multi-section stepped structure, as shown in Figure 1, the present embodiment shows two stepped structures, and the stepped platform starts from the protective wall The distance is elevated and close to the protective wall 3 , and a drainage blind ditch 8 is arranged on each stepped platform, and a concealed drainage pipe 9 is arranged in each drainage blind ditch 8 .

本实施例中在基坑侧墙与保护墙之间设置该台阶状排水结构,其设置目的在于在保护墙与基坑侧壁之间形成了一种阶梯状的防水结构,每个台阶具有不同的深度,且在每个台阶状的台面上均设置有排水盲沟,进而根据预设深度,在远离保护墙的远端深处布置较深的排水盲沟,远处的深水会通过远处的排水盲沟向外排水,并随着向内的进行设置逐渐升高的排水盲沟,从而从基坑侧面的进水经过依次的排水,在到达保护墙时水量被大量削减,从而具有较好的防水效果。In this embodiment, the step-shaped drainage structure is set between the side wall of the foundation pit and the protective wall. The purpose of setting it is to form a stepped waterproof structure between the protective wall and the side wall of the foundation pit. depth, and a drainage blind ditch is set on each stepped platform, and then according to the preset depth, a deeper drainage blind ditch is arranged at the far end far away from the protective wall, and the deep water in the distance will pass through the far The blind drainage ditch drains outwards, and gradually raises the blind drainage ditch as it goes inward, so that the water inflow from the side of the foundation pit is drained sequentially, and the water volume is greatly reduced when it reaches the protective wall, thus having a relatively large Good waterproof effect.

上垫层10铺设在下台阶状垫层7的上部,将下台阶状垫层7覆盖在底部,根据不同的施工地点地下水封历史深度,对应的布置下台阶状垫层7和上垫层10的高度,使水流能够充分外排,将覆土层11铺设在上垫层10的上部,保护墙3与地下室侧墙6之间设置有保护板14和防水卷材5,防水卷材5铺设的基础垫层上,并翻折固定至保护墙3的防水层上,封盖设置在保护墙3的上部,其内侧顶靠在地下室侧墙,外侧深入覆土层11。The upper cushion layer 10 is laid on the upper part of the lower stepped cushion layer 7, and the lower stepped cushion layer 7 is covered on the bottom, and the lower stepped cushion layer 7 and the upper cushion layer 10 are arranged correspondingly according to the historical depth of underground water seal at different construction sites. height, so that the water flow can be fully drained, the covering soil layer 11 is laid on the upper part of the upper cushion layer 10, and the protection board 14 and the waterproof coiled material 5 are arranged between the protective wall 3 and the basement side wall 6, and the foundation for laying the waterproof coiled material 5 On the cushion layer, and folded and fixed to the waterproof layer of the protection wall 3, the cover is arranged on the top of the protection wall 3, its inner side leans against the basement side wall, and the outer side goes deep into the covering soil layer 11.

在工作时,本实施例还提供了一种地下室外墙防水台阶式排水集成结构施工方法,包括如下步骤,When working, this embodiment also provides a construction method for the waterproof stepped drainage integrated structure of the basement exterior wall, which includes the following steps,

步骤一,根据设计图纸开挖土层,形成地下室基坑结构,对基底进行夯实,并施工基础垫层;Step 1: Excavate the soil layer according to the design drawings to form the basement pit structure, compact the base, and construct the foundation cushion;

步骤二,根据图纸测量放线保护墙施工点位,然后在基础垫层的上部设置有油毡,在油毡的上部用砖块砌筑保护墙,然后在保护墙的外侧涂刷防水层;Step 2: measure the construction point of the setting-out protective wall according to the drawing, and then set a linoleum on the upper part of the foundation cushion, build a protective wall with bricks on the upper part of the linoleum, and then paint a waterproof layer on the outside of the protective wall;

步骤三,在保护墙的内侧施工保护板和防水卷材,其中防水卷材先从基础垫层水平铺设,并向上翻折固定至保护墙侧面;首先施工地下室底层,然后在防水卷材的外部施工保护板,在保护板上布置有钢筋,然后布置内模板,并在内模板与保护板之间浇筑混凝土形成地下室侧墙;Step 3: Construct protective panels and waterproof membranes on the inner side of the protective wall. The waterproof membranes are laid horizontally from the foundation cushion first, and then folded upwards and fixed to the side of the protective wall; Construct the protection board, arrange steel bars on the protection board, then arrange the inner formwork, and pour concrete between the inner formwork and the protection board to form the side wall of the basement;

步骤四,在保护墙与基坑侧墙之间铺设下台阶状垫层并夯实,然后在每个台阶面的中部区域开挖排水盲沟,在排水盲沟内铺设填充和暗排管;Step 4: Lay a stepped cushion between the protection wall and the side wall of the foundation pit and tamp it down, then excavate a drainage blind ditch in the middle of each step surface, and lay filling and concealed drainage pipes in the drainage blind ditch;

步骤五,在下台阶状垫层的每个侧面设置挡水层,然后在下台阶状垫层的上部铺设上垫层,并进行夯实;然后在上垫层的上部施工覆土层;最后施工封盖,将保护墙的上部封堵。Step 5, set the water-retaining layer on each side of the lower stepped cushion, then lay the upper cushion on the upper part of the lower stepped cushion, and tamp it; then construct the covering soil layer on the upper part of the upper cushion; finally construct the cover, Seal the upper part of the protective wall.

本实施例在基坑完成之后,首先进行基础垫层施工,然后在基础垫层上施工保护墙,并以保护墙作为边界支撑结构,在保护墙和基础垫层上施工防水卷材,然后在防水卷材的外侧施工保护板,保护板为混凝土浇筑的水泥板结构,其作为固定防水卷材结构和地下室外墙内模板结构,保护板固定在保护墙上,并在其上捆扎钢筋,在钢筋的外侧布置外模板,进行地下室侧墙浇筑;同时本实施例通过在保护墙的外侧形成台阶状的防水结构,在保护墙的外侧形成防水排水集成结构,这种结构能够使保护墙外具有较好的排水效果,在结合保护墙本身的防水挡水特性提高了保护墙外的排水效果,避免保护墙处的水流过多,并在施工时根据施工环境的最高水位布置下台阶状垫层的布置高度,确保水流能够充分有效的排出,在保护墙的外部建立有效、可直接排水的防水结构,保证了地下室侧墙外部的排水效果。In this embodiment, after the foundation pit is completed, the foundation cushion construction is first carried out, and then the protection wall is constructed on the foundation cushion, and the protection wall is used as the boundary support structure, and the waterproof coil is constructed on the protection wall and the foundation cushion, and then The outer construction protection board of the waterproof membrane, the protection board is a cement board structure poured with concrete, which is used as a fixed waterproof membrane structure and an inner formwork structure of the outer wall of the basement. The protection board is fixed on the protection wall, and steel bars are tied on it. The outer formwork is arranged on the outer side of the steel bars to pour the side wall of the basement; at the same time, this embodiment forms a stepped waterproof structure on the outer side of the protective wall, and forms a waterproof and drainage integrated structure on the outer side of the protective wall. This structure can make the protective wall have a Good drainage effect, combined with the waterproof and water-retaining characteristics of the protective wall itself, improves the drainage effect outside the protective wall, avoids excessive water flow at the protective wall, and arranges a stepped cushion according to the highest water level of the construction environment during construction The height of the layout ensures that the water flow can be fully and effectively discharged, and an effective and direct drainage waterproof structure is established on the outside of the protective wall to ensure the drainage effect of the outside of the basement side wall.

实施例2,本实施例进一步对下台阶状垫层的结构进一步说明。Embodiment 2, this embodiment further illustrates the structure of the lower stepped cushion layer.

本实施例中,下台阶状垫层7布置有至少2个台阶,每个台阶的宽度随着逐渐靠近地下室侧墙而缩小;排水盲沟8布置在每个台阶的中部区域,这种结构能够在逐渐向内的过程中台阶状的台面宽度依次变小,且排水盲沟8的宽度也跟随缩小,在外部形成排水量大、跨度宽的结构,并在内部形成排水量小,宽度窄的结构,来确保排水效果。In this embodiment, the lower stepped cushion layer 7 is arranged with at least 2 steps, and the width of each step decreases as it gradually approaches the side wall of the basement; the blind drainage ditch 8 is arranged in the middle area of each step, and this structure can In the process of gradually moving inward, the width of the step-shaped table surface gradually decreases, and the width of the drainage blind ditch 8 also decreases accordingly, forming a structure with a large drainage volume and a wide span on the outside, and a structure with a small drainage volume and a narrow width inside. to ensure drainage.

同时本发明在下台阶状垫层的侧面设置有挡水层13;通过在台阶状的竖向面设置有挡水层13,从而形成了多个竖向挡水结构,在每个排水盲沟区域形成阻挡,以提供防水效果。At the same time, the present invention is provided with a water-retaining layer 13 on the side of the lower stepped cushion; by being provided with a water-retaining layer 13 on the stepped vertical surface, a plurality of vertical water-retaining structures are formed. Forms a barrier to provide waterproofing.

最后应说明的是:以上所述仅为本发明的优选实施例而已,并不用于限制本发明,尽管参照前述实施例对本发明进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换,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。Finally, it should be noted that: the above is only a preferred embodiment of the present invention, and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, for those skilled in the art, it still The technical solutions recorded in the foregoing embodiments may be modified, or some of the technical features may be replaced equivalently, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included in the within the protection scope of the present invention.

Claims (8)

1.一种地下室外墙防水台阶式排水集成结构,其特征在于,包括基底、保护墙、防水层、台阶状排水层、覆土层和封盖;所述基底上设置有基础垫层,在基础垫层的上部沿竖向施工布置保护墙,在保护墙的外侧设置有防水层,保护墙与基坑之间的区域布置台阶状排水层,所述台阶状排水层包括下台阶状垫层、排水盲沟和上垫层,所述下台阶状垫层铺设在基础垫层上,其上部呈多节的台阶状结构,且台阶平台从保护墙的远处呈升高状靠近保护墙,在每个台阶状的平台上均设置有排水盲沟,每个排水盲沟内均布置有暗排管,所述上垫层铺设在下台阶状垫层的上部,所述覆土层铺设在上垫层的上部,保护墙与地下室侧墙之间设置有保护板和防水卷材,所述封盖设置在保护墙的上部,其内侧顶靠在地下室侧墙,外侧深入覆土层。1. A basement outdoor wall waterproof stepped drainage integrated structure is characterized in that it comprises a base, a protective wall, a waterproof layer, a stepped drainage layer, a soil covering layer and a cover; the base is provided with a base cushion, and the base The upper part of the cushion layer is arranged with a protective wall along the vertical construction, and a waterproof layer is arranged on the outer side of the protective wall, and a stepped drainage layer is arranged in the area between the protective wall and the foundation pit, and the stepped drainage layer includes a lower stepped cushion, The drainage blind ditch and the upper cushion, the lower stepped cushion is laid on the foundation cushion, the upper part of which is a multi-section stepped structure, and the stepped platform is raised from the far side of the protective wall and close to the protective wall. Each step-shaped platform is provided with a drainage blind ditch, and each drainage blind ditch is equipped with a concealed drainage pipe. The upper cushion layer is laid on the upper part of the lower step-shaped cushion layer, and the covering soil layer is laid on the upper cushion layer. The upper part of the protective wall and the basement side wall is provided with a protective plate and a waterproof coiled material. The cover is arranged on the upper part of the protective wall, and its inner side is against the basement side wall, and its outer side is deep into the covering soil. 2.根据权利要求1所述的地下室外墙防水台阶式排水集成结构,其特征在于:在基础垫层的上部设置有油毡,在油毡的上部施工布置保护墙。2. The waterproof stepped drainage integrated structure of the basement exterior wall according to claim 1, characterized in that: a linoleum is arranged on the upper part of the foundation cushion, and a protective wall is constructed and arranged on the upper part of the linoleum. 3.根据权利要求1所述的地下室外墙防水台阶式排水集成结构,其特征在于:所述防水层将保护墙的上部和内外侧包裹,在保护墙的内外两侧形成防水结构,所述防水卷材铺设的基础垫层上,并翻折固定至保护墙的防水层上。3. The waterproof stepped drainage integrated structure of the basement exterior wall according to claim 1, characterized in that: the waterproof layer wraps the upper part and the inner and outer sides of the protective wall, forming a waterproof structure on the inner and outer sides of the protective wall. The waterproof membrane is laid on the base cushion, and it is folded and fixed to the waterproof layer of the protective wall. 4.根据权利要求1所述的1所述的地下室外墙防水台阶式排水集成结构,其特征在于:所述保护墙为砖块砌筑而成,防水层为涂刷在保护墙外侧的防水涂层。4. The waterproof stepped drainage integrated structure of the basement exterior wall according to claim 1, wherein the protection wall is made of bricks, and the waterproof layer is a waterproof layer painted on the outside of the protection wall. coating. 5.根据权利要求1所述的地下室外墙防水台阶式排水集成结构,其特征在于:所述下台阶状垫层布置有至少2个台阶,每个台阶的宽度随着逐渐靠近地下室侧墙而缩小。5. The waterproof stepped drainage integrated structure of the basement exterior wall according to claim 1, characterized in that: the lower stepped cushion layer is arranged with at least 2 steps, and the width of each step increases as it gradually approaches the side wall of the basement. zoom out. 6.根据权利要求1所述的地下室外墙防水台阶式排水集成结构,其特征在于:所述排水盲沟布置在每个台阶的中部区域。6. The waterproof step-type drainage integrated structure of the basement exterior wall according to claim 1, characterized in that: the blind drainage ditch is arranged in the middle area of each step. 7.根据权利要求1所述的地下室外墙防水台阶式排水集成结构,其特征在于:所述下台阶状垫层的侧面设置有挡水层。7. The waterproof step-type drainage integrated structure of the basement exterior wall according to claim 1, characterized in that: a water-retaining layer is provided on the side of the lower step-shaped cushion. 8.一种地下室外墙防水台阶式排水集成结构施工方法,其特征在于,包括如下步骤,8. A construction method for a waterproof step-type drainage integrated structure of a basement exterior wall, characterized in that it comprises the following steps, 步骤一,根据设计图纸开挖土层,形成地下室基坑结构,对基底进行夯实,并施工基础垫层;Step 1: Excavate the soil layer according to the design drawings to form the basement pit structure, compact the base, and construct the foundation cushion; 步骤二,根据图纸在基础垫层的上部设置有油毡,在油毡的上部用砖块砌筑保护墙,然后在保护墙的外侧涂刷防水层;Step 2, according to the drawings, a linoleum is arranged on the upper part of the foundation cushion, a protective wall is built with bricks on the upper part of the linoleum, and then a waterproof layer is painted on the outside of the protective wall; 步骤三,在保护墙的内侧施工保护板和防水卷材,其中防水卷材先从基础垫层水平铺设,并向上翻折固定至保护墙侧面;首先施工地下室底层,然后在防水卷材的外部施工保护板,在保护板上布置有钢筋,然后布置内模板,并在内模板与保护板之间浇筑混凝土形成地下室侧墙;Step 3: Construct protective panels and waterproof membranes on the inner side of the protective wall. The waterproof membranes are laid horizontally from the foundation cushion first, and then folded upwards and fixed to the side of the protective wall; Construct the protection board, arrange steel bars on the protection board, then arrange the inner formwork, and pour concrete between the inner formwork and the protection board to form the side wall of the basement; 步骤四,在保护墙与基坑侧墙之间铺设下台阶状垫层并夯实,然后在每个台阶面的中部区域开挖排水盲沟,在排水盲沟内铺设填充和暗排管;Step 4: Lay a stepped cushion between the protection wall and the side wall of the foundation pit and tamp it down, then excavate a drainage blind ditch in the middle of each step surface, and lay filling and concealed drainage pipes in the drainage blind ditch; 步骤五,在下台阶状垫层的每个侧面设置挡水层,然后在下台阶状垫层的上部铺设上垫层,并进行夯实;然后在上垫层的上部施工覆土层;最后施工封盖,将保护墙的上部封堵。Step 5, set the water-retaining layer on each side of the lower stepped cushion, then lay the upper cushion on the upper part of the lower stepped cushion, and tamp it; then construct the covering soil layer on the upper part of the upper cushion; finally construct the cover, Seal the upper part of the protective wall.
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CN216446052U (en) * 2021-11-03 2022-05-06 江苏筑森建筑设计有限公司 Waterproof structure of basement outer wall and bottom plate

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CN214090012U (en) * 2020-12-09 2021-08-31 深圳市天健(集团)股份有限公司 Blind ditch connecting device with different height differences between high-low cross-platform sections
CN113152882A (en) * 2021-04-29 2021-07-23 中国二十二冶集团有限公司 Mixed construction method for basement exterior wall formwork and hot-laid waterproof coiled material
CN216446052U (en) * 2021-11-03 2022-05-06 江苏筑森建筑设计有限公司 Waterproof structure of basement outer wall and bottom plate

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