CN110230400A - It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet - Google Patents
It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet Download PDFInfo
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- CN110230400A CN110230400A CN201910542772.0A CN201910542772A CN110230400A CN 110230400 A CN110230400 A CN 110230400A CN 201910542772 A CN201910542772 A CN 201910542772A CN 110230400 A CN110230400 A CN 110230400A
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- Prior art keywords
- platform
- intersection
- dewatering ditch
- toilet
- waterproof effect
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet, comprising: in anti-platform intersection, the machining area of unwrapping wire positioning setting dewatering ditch；In the machining area of setting dewatering ditch, dewatering ditch is processed；In anti-platform intersection, bar planting processing is carried out；In anti-platform surrounding, template construction is carried out；In anti-platform intersection, concreting is carried out.The present invention constructs using in such a way that anti-platform intersection processes dewatering ditch, since the sum of surface area of dewatering ditch side and bottom surface is greater than fine, soft fur in the prior art, the contact area of new-old concrete is increased, so that new-old concrete is combined closely on intersection.Meanwhile dewatering ditch compared with the prior art in fine, soft fur, increase the intracorporal aperture height of wall, extended in the case where pore water pressure is constant infiltration path, effectively enhance waterproof effect.
Description
Technical field
The present invention relates to technical field of building construction, have a common boundary more specifically to one kind for improving the anti-platform in toilet
Locate the construction method of waterproof effect.
Background technique
In recent years, the requirement to Construction Quality is continuously improved, wherein to the direct shadow for the treatment of measures of the anti-platform in toilet
Ring the waterproof effect of toilet, it appears particularly important.
In the architectural process of the anti-platform in toilet, the compaction rate of the secondary anti-platform of casting concrete and main body concrete element is straight
Connect influence waterproof effect.Therefore, in the prior art, in order to improve the conjunction old and new concret degree of intersection, it will usually adopt
Take by smash mao machine or electric pick on interface and dig fine, soft fur in the way of, anti-platform joint part is handled.
But such processing mode is easy to appear new-old concrete intersection in conjunction with uncompacted situation, and wall is caused to go out
Existing leak.
In conclusion how to improve the waterproof effect of the anti-platform intersection in toilet, be current those skilled in the art urgently
It solves the problems, such as.
Summary of the invention
In view of this, the object of the present invention is to provide a kind of for improving the construction of the anti-platform intersection waterproof effect in toilet
Method can not only reinforce the connection compaction rate between anti-platform and cast-in-situ floor, and can be improved the waterproof of the two intersection
Performance.
To achieve the goals above, the invention provides the following technical scheme:
It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet, comprising:
In anti-platform intersection, the machining area of unwrapping wire positioning setting dewatering ditch；
In the machining area of the setting dewatering ditch, dewatering ditch is processed；
In the anti-platform intersection, bar planting processing is carried out；
In anti-platform surrounding, template construction is carried out；
In the anti-platform intersection, concreting is carried out.
Preferably, the anti-platform intersection includes the top of the anti-platform and the side of the anti-platform.
Preferably, the machining area of the unwrapping wire positioning dewatering ditch, comprising:
When the width of the anti-platform is less than or equal to 15cm, unwrapping wire positions the machining area of one of dewatering ditch；
When the width of the anti-platform is greater than 15cm and is less than 30cm, unwrapping wire positions the machining area of twice dewatering ditch；
When the width of the anti-platform is more than or equal to 30cm, unwrapping wire positions the machining area of three dewatering ditches.
Preferably, the machining area of the unwrapping wire positioning dewatering ditch, comprising:
The width of dewatering ditch described in per pass is equal, and is uniformly distributed in the anti-platform intersection.
Preferably, the depth of the dewatering ditch is 1.5cm-2.5cm.
Preferably, the progress bar planting processing, comprising:
The reinforcing bar for treating bar planting carries out antirust treatment；
The reinforcing bar is implanted into the anti-platform.
Preferably, before the progress bar planting processing, further includes:
In the region of the anti-undressed dewatering ditch of platform intersection, fine, soft fur is dug.
Provided by the present invention for improving the construction method of the anti-platform intersection waterproof effect in toilet, comprising: handed in anti-platform
At boundary, the machining area of unwrapping wire positioning setting dewatering ditch；In the machining area of setting dewatering ditch, dewatering ditch is processed；It is handed in anti-platform
At boundary, bar planting processing is carried out；In anti-platform surrounding, template construction is carried out；In anti-platform intersection, concreting is carried out.
The present invention constructs using in such a way that anti-platform intersection processes dewatering ditch, due to dewatering ditch side and bottom surface
The sum of surface area is greater than fine, soft fur in the prior art, increases the contact area of new-old concrete, so that new and old mixed on intersection
Solidifying soil is combined closely.Meanwhile dewatering ditch compared with the prior art in fine, soft fur, the intracorporal aperture height of wall is increased, in hole
Infiltration path is extended in the case that water pressure is constant, effectively enhances waterproof effect.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
The embodiment of invention for those of ordinary skill in the art without creative efforts, can also basis
The attached drawing of offer obtains other attached drawings.
Fig. 1 is provided by the present invention for improving the specific reality of the construction method of the anti-platform intersection waterproof effect in toilet
Apply the flow diagram of example one；
Fig. 2 is the flow diagram of specific embodiment two provided by the present invention；
Fig. 3 is the structural schematic diagram of dewatering ditch provided by the present invention.
In fig. 1-3:
1 is dewatering ditch.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Core of the invention be to provide it is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet, not only
It can reinforce the connection compaction rate between anti-platform and cast-in-situ floor, and can be improved the waterproof performance of the two intersection.
Fig. 1-3 is please referred to, Fig. 1 is provided by the present invention for improving the construction of the anti-platform intersection waterproof effect in toilet
The flow diagram of the specific embodiment one of method；Fig. 2 is the flow diagram of specific embodiment two provided by the present invention；Figure
3 be the structural schematic diagram of dewatering ditch provided by the present invention.
Referring to FIG. 1, provided by the present invention for improving the construction method master of the anti-platform intersection waterproof effect in toilet
Want the following steps are included:
Step S1, in anti-platform intersection, the machining area of unwrapping wire positioning setting dewatering ditch 1.
Step S2 processes waterproofer in the machining area of setting dewatering ditch 1.
Step S3 carries out bar planting processing in anti-platform intersection.
Step S4 carries out template construction in anti-platform surrounding.
Step S5 carries out concreting in anti-platform intersection.
For step S1, it should be noted that position the machining area of setting dewatering ditch 1 in anti-platform intersection unwrapping wire, be
It is positioned using the region that paying-off implement processes dewatering ditch 1, and by modes such as scribing line by the region of dewatering ditch 1 to be processed
It is marked on anti-platform intersection.
For step S2, it should be noted that in anti-platform intersection, according to labeled range, in setting dewatering ditch 1
Machining area, process have certain depth groove as dewatering ditch 1.The cross sectional shape of dewatering ditch 1 can be rectangle, can be with
It is trapezoidal, it is of course possible to be set as other geometric figures.
Preferably, it is contemplated that the complexity of processing, the section of dewatering ditch 1 can be rectangle.
For step S3, it should be noted that reinforcing bar is implanted into anti-platform intersection Xiang Fantai, for reinforcing the knot of wall
Structure intensity.
For step S4, it should be noted that in anti-platform surrounding, template needed for installing concreting, so as to subsequent mixed
The progress of solidifying soil casting process.
For step S5, it should be noted that concreting be on the anti-platform intersection of the anti-platform built,
The main body of toilet wall is poured.
In the present embodiment, construct using in such a way that anti-platform intersection processes dewatering ditch 1, due to 1 side of dewatering ditch
It is greater than fine, soft fur in the prior art with the sum of the surface area of bottom surface, the contact area of new-old concrete is increased, so that intersection
Upper new-old concrete is combined closely, and the connection compaction rate between anti-platform and cast-in-situ floor is strengthened.
Meanwhile the form of dewatering ditch 1, compared with the prior art in fine, soft fur, the intracorporal aperture height of wall is increased, in hole
Gap water pressure extends infiltration path in the case where can not changing, effectively enhance waterproof effect.
Preferably, in above-mentioned steps S1, anti-platform intersection may include the top of anti-platform and the side of anti-platform, with into one
Step increases the contact area of new-old concrete and extends infiltration path.
Preferably, in order to increase the contact area of new-old concrete, can be set 1 height of dewatering ditch of anti-platform side with it is anti-
The height of platform is identical.
Requirement in view of different wall thicknesses to waterproof is different, it is preferred that in above-mentioned steps S1, unwrapping wire positioning
The specific requirement that the machining area of dewatering ditch 1 is arranged includes:
When the width of anti-platform is less than or equal to 15cm, unwrapping wire positions the machining area of one of dewatering ditch 1；
When the width of anti-platform is greater than 15cm and is less than 30cm, unwrapping wire positions the machining area of twice dewatering ditch 1；
When the width of anti-platform is more than or equal to 30cm, unwrapping wire positions the machining area of three dewatering ditches 1.
In the present embodiment, it is defined, is adapted to different by the quantity to dewatering ditch 1 under different wall thicknesses
Condition of construction, and classification processing is realized, cost and the time needed for effectively having saved processing.
Preferably, when the quantity of dewatering ditch 1 is twice or more, the width that per pass dewatering ditch 1 can be set is equal, and
It is uniformly distributed in the intersection of anti-platform.
For example, as shown in figure 3, the width that dewatering ditch 1 can be set is 5cm, dewatering ditch 1 when anti-platform width is 20cm
Distance away from anti-edge of table is 2.5cm, and twice dewatering ditch 1 is being evenly spaced on.
Preferably, according to the experience of actual production, the width of dewatering ditch 1 be can be set between 3cm-7cm, and depth can be with
It is arranged between 1.5cm-2.5cm, dewatering ditch 1 is needed away from the distance of anti-edge of table through the width of dewatering ditch 1, quantity and anti-
The factors such as the width of platform are determined.
Referring to FIG. 2, above-mentioned steps S3 is specifically included:
Step S31, the reinforcing bar for treating bar planting carry out antirust treatment.
Reinforcing bar is implanted into anti-platform by step S32.
For step S31, it should be noted that the reinforcing bar for treating bar planting carries out antirust treatment, can slow down steel in wall
The speed of muscle corrosion, enhances the reinforcing supporting role to wall；The concrete mode of antirust treatment, can be in rebar surface brushing
Suitable cement slurry, naturally it is also possible in modes such as rebar surface brushing antirusting paints.
For step S32, it should be noted that during reinforcing bar is implanted into anti-platform, the specific location of reinforcing bar implantation
Without deliberately avoiding the region at 1 place of dewatering ditch, it is only necessary to consider the influence to wall body structure intensity.
In the present embodiment, reinforcing bar is implanted into anti-platform again after carrying out antirust treatment to reinforcing bar, slows down the corrosion speed of reinforcing bar
Degree is conducive to the intensity for enhancing wall.
It, can be with referring to FIG. 2, before carrying out bar planting processing in order to further enhance the contiguity of new-old concrete
Including step S21:
Step S21 digs fine, soft fur in the region of the undressed dewatering ditch 1 of anti-platform intersection.
For step S21, it should be noted that it is the area for processing dewatering ditch 1 that the position for processing fine, soft fur, which is anti-platform intersection,
Domain；Fine, soft fur can be processed by smashing the devices such as mao machine or electric pick.
Certainly, the sequence of step S21 can also be before step S1, or between step S1 and step S2.It needs to infuse
Meaning, if before the sequence of step S21 is located at step S1, since anti-platform intersection is not also to the area for needing to process dewatering ditch 1
Domain carries out unwrapping wire positioning, can choose and carries out chisel fine, soft fur processing to entire anti-platform intersection.
In the present embodiment, fine, soft fur also is processed on anti-platform intersection in addition to dewatering ditch 1, further increases new and old coagulation
The contact area of soil, and then enhance the tightness degree of the two connection.Meanwhile the fine, soft fur of anti-platform intersection further increases wall
Interior aperture height extends infiltration path, improves waterproof performance.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
The construction method to provided by the present invention for improving the anti-platform intersection waterproof effect in toilet carries out above
It is discussed in detail.Used herein a specific example illustrates the principle and implementation of the invention, above embodiments
Illustrate to be merely used to help understand method and its core concept of the invention.It should be pointed out that for the common skill of the art
, without departing from the principle of the present invention, can be with several improvements and modifications are made to the present invention for art personnel, these change
It is also fallen within the protection scope of the claims of the present invention into modification.
Claims (7)
1. a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet characterized by comprising
In anti-platform intersection, the machining area of unwrapping wire positioning setting dewatering ditch (1)；
In the machining area of setting dewatering ditch (1), process dewatering ditch (1)；
In the anti-platform intersection, bar planting processing is carried out；
In anti-platform surrounding, template construction is carried out；
In the anti-platform intersection, concreting is carried out.
2. according to claim 1 for improving the construction method of the anti-platform intersection waterproof effect in toilet, feature exists
In the anti-platform intersection includes the top of the anti-platform and the side of the anti-platform.
3. according to claim 2 for improving the construction method of the anti-platform intersection waterproof effect in toilet, feature exists
In the machining area of unwrapping wire positioning dewatering ditch (1), comprising:
When the width of the anti-platform is less than or equal to 15cm, unwrapping wire positions the machining area of one of dewatering ditch (1)；
When the width of the anti-platform is greater than 15cm and is less than 30cm, unwrapping wire positions the machining area of twice dewatering ditch (1)；
When the width of the anti-platform is more than or equal to 30cm, unwrapping wire positions the machining area of three dewatering ditches (1).
4. according to claim 3 for improving the construction method of the anti-platform intersection waterproof effect in toilet, feature exists
In the machining area of unwrapping wire positioning dewatering ditch (1), comprising:
The width of dewatering ditch described in per pass (1) is equal, and is uniformly distributed in the anti-platform intersection.
5. according to claim 1 for improving the construction method of the anti-platform intersection waterproof effect in toilet, feature exists
In the depth of the dewatering ditch (1) is 1.5cm-2.5cm.
6. according to claim 1 for improving the construction method of the anti-platform intersection waterproof effect in toilet, feature exists
In the progress bar planting processing, comprising:
The reinforcing bar for treating bar planting carries out antirust treatment；
The reinforcing bar is implanted into the anti-platform.
7. it is according to claim 1-6 for improving the construction method of the anti-platform intersection waterproof effect in toilet,
It is characterized in that, before the progress bar planting processing, further includes:
In the region of the anti-undressed dewatering ditch of platform intersection (1), fine, soft fur is dug.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910542772.0A CN110230400A (en) | 2019-06-21 | 2019-06-21 | It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910542772.0A CN110230400A (en) | 2019-06-21 | 2019-06-21 | It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet |
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| CN110230400A true CN110230400A (en) | 2019-09-13 |
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| CN201910542772.0A Pending CN110230400A (en) | 2019-06-21 | 2019-06-21 | It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet |
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2019
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Application publication date: 20190913 |