CN111021638A - Anti-seepage method for constructional engineering - Google Patents
Anti-seepage method for constructional engineering Download PDFInfo
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- CN111021638A CN111021638A CN201910419305.9A CN201910419305A CN111021638A CN 111021638 A CN111021638 A CN 111021638A CN 201910419305 A CN201910419305 A CN 201910419305A CN 111021638 A CN111021638 A CN 111021638A
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- waterproof
- slope
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- constructing
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D11/00—Roof covering, as far as not restricted to features covered by only one of groups E04D1/00 - E04D9/00; Roof covering in ways not provided for by groups E04D1/00 - E04D9/00, e.g. built-up roofs, elevated load-supporting roof coverings
- E04D11/02—Build-up roofs, i.e. consisting of two or more layers bonded together in situ, at least one of the layers being of watertight composition
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
- E04D13/16—Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
Abstract
The invention discloses an anti-leakage method for constructional engineering, which comprises the following steps: s1, constructing a slope waterproof mortar layer; s2, constructing a waterproof interlayer of the slope toe; the toe comprises an internal corner and an external corner; s3, constructing a slope waterproof roll; s4, carrying out seepage treatment on the cornice; s5, performing anti-leakage treatment on the pipe orifice; and S6, constructing a roof mortar protective layer. The invention provides an anti-seepage method of building engineering, the invention mainly aims at roofing engineering, the invention carries on the anti-seepage treatment to the slope, toe cap, cornice and pipe orifice of the roofing separately, greatly improve the roofing anti-seepage effect, the invention sets up the double-deck waterproofing membrane to the toe edge creatively; waterproof colloid is filled between the double-layer waterproof coiled materials; the waterproof effect of the slope toe position is improved by flanging the slope toe interlayer, so that the waterproof effect of the roof is greatly improved; in the invention, the bottom of the slope waterproof roll extends into the waterproof interlayer of the toe in the construction process of the slope waterproof roll, so that the lapping effect is improved, and the waterproof effect of the lapping part is effectively improved.
Description
Technical Field
The invention belongs to the technical field of building leakage prevention, and particularly relates to a leakage prevention method for building engineering.
Background
Roofing engineering is one of the main parts of building construction engineering, and comprises materials and equipment used by the engineering and technical activities such as design, construction, maintenance and the like; also refers to an object of engineering construction, and plays a role in guaranteeing functions. In particular, roofing projects need to be able to withstand temperature, wind, rain, ice, snow and even shock, and to withstand temperature differences and deformation caused by stretching and cracking of the base structure, in addition to safely carrying various loads. Therefore, the roof engineering plays an important role in a house building which is safe and environment-friendly and meets the use requirements and aesthetic requirements of people;
the treatment of the leakage water of the roof engineering is treated from the top of the roof in principle, and the treatment effect from indoor leakage points is not ideal according to the field experience of many years, so that the problem cannot be solved from the source. Because the waterproof layer of the roof coiled material is extremely easy to hollowly, communicated water channeling channels are naturally formed below the coiled material, leaked water can flow around no matter where the damaged water leaking port enters the lower part of the coiled material, so that a plurality of leakage points are caused, and water below the waterproof layer can also leak from other places when you block the place;
therefore, an anti-leakage method for construction engineering is provided.
Disclosure of Invention
The invention aims to: in order to solve the technical problems that the traditional roof has poor waterproof effect and is easy to leak, an anti-leakage method for building engineering is provided.
The technical scheme adopted by the invention is as follows:
an anti-leakage method for construction engineering comprises the following steps:
s1, constructing a slope waterproof mortar layer;
s2, constructing a waterproof interlayer of the slope toe; the toe comprises an internal corner and an external corner.
S3, constructing a slope waterproof roll;
s4, carrying out seepage treatment on the cornice;
s5, performing anti-leakage treatment on the pipe orifice;
and S6, constructing a roof mortar protective layer.
Wherein, the construction of the waterproof mortar layer of the slope in the S1 comprises the following steps:
s101, constructing a slope leveling layer;
s102, a waterproof mortar layer.
The construction of the waterproof interlayer for the slope foot in the S2 process comprises the following steps:
s201, arranging a double-layer waterproof roll at the edge of a toe;
s202, waterproof colloid is filled between the double-layer waterproof coiled materials;
s203, flanging the slope toe interlayer.
Wherein, the construction of the waterproof roll material of the slope in the S3 comprises the following steps:
s301, paving and lapping slope waterproof coiled materials;
and S302, the bottom of the slope waterproof roll extends into the waterproof interlayer of the toe.
Wherein, eaves mouth seepage flow is handled including following step in S4:
s401, intercepting grooves are respectively formed in the upper side and the lower side of the cornice;
s402, setting a waterproof mortar base layer in the interception groove for construction;
and S403, constructing an anticorrosive layer of the interception tank.
Wherein, the pipe orifice anti-leakage treatment in the S5 comprises the following steps:
s501, turning up the waterproof coiled material at the pipe orifice;
and S502, constructing a multilayer winding reserved pipe.
The construction of the roof mortar protective layer in the S6 comprises the following steps:
s601, a roof waterproof cushion layer;
s602, tile hanging ribs are arranged on the roof waterproof cushion layer;
s603, a roof mortar protective layer.
And the flanging length of the middle slope toe interlayer of the S203 is not less than 20 cm.
And the length of the bottom of the slope surface waterproof roll material in the S302 extending into the waterproof interlayer of the toe is not less than 20 cm.
And the interception tank anticorrosive layer in the S403 is an emulsified asphalt seal layer.
In summary, due to the adoption of the technical scheme, the invention has the beneficial effects that:
1. the invention provides an anti-seepage method of building engineering, the invention mainly aims at roofing engineering, the invention carries on the anti-seepage treatment to the slope, toe cap, cornice and pipe orifice of the roofing separately, greatly improve the roofing anti-seepage effect, the invention sets up the double-deck waterproofing membrane to the toe edge creatively; waterproof colloid is filled between the double-layer waterproof coiled materials; the waterproof effect of toe position is improved to toe intermediate layer turn-ups, and then improves roofing waterproof effect greatly.
2. In the invention, the bottom of the slope waterproof roll extends into the waterproof interlayer of the toe in the construction process of the slope waterproof roll, so that the lapping effect is improved, and the waterproof effect of the lapping part is effectively improved.
3. The invention further provides a cornice seepage treatment method, which comprises the steps that interception grooves are respectively arranged on the upper side and the lower side of the cornice; setting a waterproof mortar base layer in the interception groove for construction; constructing an anticorrosive layer of the interception tank; the influence of the eaves mouth seepage flow on the seepage of the wall body under the roof is greatly reduced, and the roof seepage-proof effect is improved.
4. The invention further discloses a pipe orifice anti-leakage treatment method, which comprises the following steps: turning up the waterproof coiled material at the pipe orifice; constructing a multilayer winding reserved pipe; the anti-leakage effect at the pipe orifice is effectively improved, and meanwhile, the roof mortar protective layer construction comprises a roof waterproof cushion layer; tile hanging ribs are arranged on the waterproof roof cushion; a roof mortar protective layer; improve the whole water-proof effects of roofing, conveniently hang the construction of tile to the roofing in addition.
Drawings
FIG. 1 is a schematic flow diagram of the present invention;
FIG. 2 is a schematic diagram of the construction process of the slope waterproof mortar layer according to the present invention;
FIG. 3 is a schematic diagram of the construction process of the slope waterproof roll material of the present invention;
FIG. 4 is a schematic diagram of the construction process of the slope waterproof roll of the present invention;
FIG. 5 is a schematic flow chart of the eave seepage treatment in the present invention;
FIG. 6 is a schematic view of the process of anti-leakage treatment of the nozzle in the present invention;
FIG. 7 is a schematic diagram of the construction process of the mortar protective layer for roof in the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, as they may be fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In a first embodiment, referring to fig. 1 to 3, an anti-seepage method for construction engineering includes the following steps:
s1, constructing a slope waterproof mortar layer;
s2, constructing a waterproof interlayer of the slope toe; the toe comprises an internal corner and an external corner;
s3, constructing a slope waterproof roll;
s4, carrying out seepage treatment on the cornice;
s5, performing anti-leakage treatment on the pipe orifice;
and S6, constructing a roof mortar protective layer.
Wherein, the construction of the waterproof mortar layer of the slope in the S1 comprises the following steps:
s101, constructing a slope leveling layer;
s102, a waterproof mortar layer.
The construction of the waterproof interlayer for the slope foot in the S2 process comprises the following steps:
s201, arranging a double-layer waterproof roll at the edge of a toe;
s202, waterproof colloid is filled between the double-layer waterproof coiled materials;
s203, flanging the slope toe interlayer.
In the second embodiment, refer to FIGS. 1 to 4; an anti-leakage method for construction engineering comprises the following steps:
s1, constructing a slope waterproof mortar layer;
s2, constructing a waterproof interlayer of the slope toe; the toe comprises an internal corner and an external corner;
s3, constructing a slope waterproof roll;
s4, carrying out seepage treatment on the cornice;
s5, performing anti-leakage treatment on the pipe orifice;
and S6, constructing a roof mortar protective layer.
Wherein, the construction of the waterproof mortar layer of the slope in the S1 comprises the following steps:
s101, constructing a slope leveling layer;
s102, a waterproof mortar layer.
The construction of the waterproof interlayer for the slope foot in the S2 process comprises the following steps:
s201, arranging a double-layer waterproof roll at the edge of a toe;
s202, waterproof colloid is filled between the double-layer waterproof coiled materials;
s203, flanging of slope toe interlayer
Wherein, the construction of the waterproof roll material of the slope in the S3 comprises the following steps:
s301, paving and lapping slope waterproof coiled materials;
and S302, the bottom of the slope waterproof roll extends into the waterproof interlayer of the toe.
Example three, refer to fig. 1 to 5;
an anti-leakage method for construction engineering comprises the following steps:
s1, constructing a slope waterproof mortar layer;
s2, constructing a waterproof interlayer of the slope toe; the toe comprises an internal corner and an external corner;
s3, constructing a slope waterproof roll;
s4, carrying out seepage treatment on the cornice;
s5, performing anti-leakage treatment on the pipe orifice;
and S6, constructing a roof mortar protective layer.
Wherein, the construction of the waterproof mortar layer of the slope in the S1 comprises the following steps:
s101, constructing a slope leveling layer;
s102, a waterproof mortar layer.
The construction of the waterproof interlayer for the slope foot in the S2 process comprises the following steps:
s201, arranging a double-layer waterproof roll at the edge of a toe;
s202, waterproof colloid is filled between the double-layer waterproof coiled materials;
s203, flanging of slope toe interlayer
Wherein, the construction of the waterproof roll material of the slope in the S3 comprises the following steps:
s301, paving and lapping slope waterproof coiled materials;
and S302, the bottom of the slope waterproof roll extends into the waterproof interlayer of the toe.
Wherein, eaves mouth seepage flow is handled including following step in S4:
s401, intercepting grooves are respectively formed in the upper side and the lower side of the cornice;
s402, setting a waterproof mortar base layer in the interception groove for construction;
and S403, constructing an anticorrosive layer of the interception tank.
Example four, refer to FIGS. 1-6; an anti-leakage method for construction engineering comprises the following steps:
s1, constructing a slope waterproof mortar layer;
s2, constructing a waterproof interlayer of the slope toe; the toe comprises an internal corner and an external corner;
s3, constructing a slope waterproof roll;
s4, carrying out seepage treatment on the cornice;
s5, performing anti-leakage treatment on the pipe orifice;
and S6, constructing a roof mortar protective layer.
Wherein, the construction of the waterproof mortar layer of the slope in the S1 comprises the following steps:
s101, constructing a slope leveling layer;
s102, a waterproof mortar layer.
The construction of the waterproof interlayer for the slope foot in the S2 process comprises the following steps:
s201, arranging a double-layer waterproof roll at the edge of a toe;
s202, waterproof colloid is filled between the double-layer waterproof coiled materials;
s203, flanging of slope toe interlayer
Wherein, the construction of the waterproof roll material of the slope in the S3 comprises the following steps:
s301, paving and lapping slope waterproof coiled materials;
and S302, the bottom of the slope waterproof roll extends into the waterproof interlayer of the toe.
Wherein, eaves mouth seepage flow is handled including following step in S4:
s401, intercepting grooves are respectively formed in the upper side and the lower side of the cornice;
s402, setting a waterproof mortar base layer in the interception groove for construction;
and S403, constructing an anticorrosive layer of the interception tank.
Wherein, the pipe orifice anti-leakage treatment in the S5 comprises the following steps:
s501, turning up the waterproof coiled material at the pipe orifice;
and S502, constructing a multilayer winding reserved pipe.
Example V, refer to FIGS. 1 to 7; an anti-leakage method for construction engineering comprises the following steps:
s1, constructing a slope waterproof mortar layer;
s2, constructing a waterproof interlayer of the slope toe; the toe comprises an internal corner and an external corner;
s3, constructing a slope waterproof roll;
s4, carrying out seepage treatment on the cornice;
s5, performing anti-leakage treatment on the pipe orifice;
and S6, constructing a roof mortar protective layer.
Wherein, the construction of the waterproof mortar layer of the slope in the S1 comprises the following steps:
s101, constructing a slope leveling layer;
s102, a waterproof mortar layer.
The construction of the waterproof interlayer for the slope foot in the S2 process comprises the following steps:
s201, arranging a double-layer waterproof roll at the edge of a toe;
s202, waterproof colloid is filled between the double-layer waterproof coiled materials;
s203, flanging of slope toe interlayer
Wherein, the construction of the waterproof roll material of the slope in the S3 comprises the following steps:
s301, paving and lapping slope waterproof coiled materials;
and S302, the bottom of the slope waterproof roll extends into the waterproof interlayer of the toe.
Wherein, eaves mouth seepage flow is handled including following step in S4:
s401, intercepting grooves are respectively formed in the upper side and the lower side of the cornice;
s402, setting a waterproof mortar base layer in the interception groove for construction;
and S403, constructing an anticorrosive layer of the interception tank.
Wherein, the pipe orifice anti-leakage treatment in the S5 comprises the following steps:
s501, turning up the waterproof coiled material at the pipe orifice;
and S502, constructing a multilayer winding reserved pipe.
The construction of the roof mortar protective layer in the S6 comprises the following steps:
s601, a roof waterproof cushion layer;
s602, tile hanging ribs are arranged on the roof waterproof cushion layer;
s603, a roof mortar protective layer.
And the flanging length of the middle slope toe interlayer of the S203 is not less than 20 cm.
And the length of the bottom of the slope surface waterproof roll material in the S302 extending into the waterproof interlayer of the toe is not less than 20 cm.
And the interception tank anticorrosive layer in the S403 is an emulsified asphalt seal layer.
The working principle is as follows: the invention provides an anti-seepage method of building engineering, the invention mainly aims at roofing engineering, the invention carries on the anti-seepage treatment to the slope, toe cap, cornice and pipe orifice of the roofing separately, greatly improve the roofing anti-seepage effect, the invention sets up the double-deck waterproofing membrane to the toe edge creatively; waterproof colloid is filled between the double-layer waterproof coiled materials; the waterproof effect of the slope toe position is improved by flanging the slope toe interlayer, so that the waterproof effect of the roof is greatly improved; in the invention, the bottom of the slope waterproof roll extends into the waterproof interlayer of the toe in the construction process of the slope waterproof roll, so that the lapping effect is improved, and the waterproof effect of the lapping part is effectively improved; the invention further provides a cornice seepage treatment method, which comprises the steps that interception grooves are respectively arranged on the upper side and the lower side of the cornice; setting a waterproof mortar base layer in the interception groove for construction; constructing an anticorrosive layer of the interception tank; the influence of the eaves leakage on the wall under the roof is greatly reduced, and the roof anti-leakage effect is improved; the invention further discloses a pipe orifice anti-leakage treatment method, which comprises the following steps: turning up the waterproof coiled material at the pipe orifice; constructing a multilayer winding reserved pipe; the anti-leakage effect at the pipe orifice is effectively improved, and meanwhile, the roof mortar protective layer construction comprises a roof waterproof cushion layer; tile hanging ribs are arranged on the waterproof roof cushion; a roof mortar protective layer; improve the whole water-proof effects of roofing, conveniently hang the construction of tile to the roofing in addition.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. An anti-seepage method for constructional engineering is characterized in that: the method comprises the following steps:
s1, constructing a slope waterproof mortar layer;
s2, constructing a waterproof interlayer of the slope toe; the toe comprises an internal corner and an external corner;
s3, constructing a slope waterproof roll;
s4, carrying out seepage treatment on the cornice;
s5, performing anti-leakage treatment on the pipe orifice;
and S6, constructing a roof mortar protective layer.
2. A method of building engineering leakage prevention as claimed in claim 1, characterized in that: the construction of the slope waterproof mortar layer in the S1 comprises the following steps:
s101, constructing a slope leveling layer;
s102, a waterproof mortar layer.
3. A method of building engineering leakage prevention as claimed in claim 1, characterized in that: the construction of the waterproof interlayer for the slope foot in the S2 process comprises the following steps:
s201, arranging a double-layer waterproof roll at the edge of a toe;
s202, waterproof colloid is filled between the double-layer waterproof coiled materials;
s203, flanging the slope toe interlayer.
4. A method of building engineering leakage prevention as claimed in claim 3, characterized in that: the construction of the slope waterproof roll material in the S3 process comprises the following steps:
s301, paving and lapping slope waterproof coiled materials;
and S302, the bottom of the slope waterproof roll extends into the waterproof interlayer of the toe.
5. A method of building engineering leakage prevention as claimed in claim 1, characterized in that: the cornice seepage treatment in the S4 comprises the following steps:
s401, intercepting grooves are respectively formed in the upper side and the lower side of the cornice;
s402, setting a waterproof mortar base layer in the interception groove for construction;
and S403, constructing an anticorrosive layer of the interception tank.
6. A method of building engineering leakage prevention as claimed in claim 1, characterized in that: the pipe orifice anti-leakage treatment in the S5 comprises the following steps:
s501, turning up the waterproof coiled material at the pipe orifice;
and S502, constructing a multilayer winding reserved pipe.
7. A method of building engineering leakage prevention according to any of claims 1-6, characterized by: the construction of the roof mortar protective layer in the S6 comprises the following steps:
s601, a roof waterproof cushion layer;
s602, tile hanging ribs are arranged on the roof waterproof cushion layer;
s603, a roof mortar protective layer.
8. A method of building engineering leakage prevention as claimed in claim 7, wherein: and the flanging length of the interlayer of the slope foot in the S203 is not less than 20 cm.
9. A method of building engineering leakage prevention as claimed in claim 7, wherein: and the length of the bottom of the slope surface waterproof roll material in the S302 extending into the waterproof interlayer of the toe is not less than 20 cm.
10. A method of building engineering leakage prevention as claimed in claim 7, wherein: and the anti-corrosion layer of the interception tank in the S403 is an emulsified asphalt seal layer.
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| CN115354806A (en) * | 2022-08-12 | 2022-11-18 | 济南恒志建设工程有限公司 | Roof waterproof construction method |
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Application publication date: 20200417 |