CN103485420B - A kind of method and connection assembly preventing and treating water breakthrough leakage in terrace - Google Patents
A kind of method and connection assembly preventing and treating water breakthrough leakage in terrace Download PDFInfo
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- CN103485420B CN103485420B CN201310393470.4A CN201310393470A CN103485420B CN 103485420 B CN103485420 B CN 103485420B CN 201310393470 A CN201310393470 A CN 201310393470A CN 103485420 B CN103485420 B CN 103485420B
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- reticular component
- concrete structural
- connection assembly
- water
- terrace
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Abstract
The invention discloses a kind of method of preventing and treating water breakthrough leakage in terrace, it comprises the following steps: (1) prepares connection assembly, and described connection assembly comprises reticular component, nail and metallic gasket; (2) material accompanying on concrete structural surface is removed to concrete structural solid, with the abundant moistening concrete structural solid of clear water; (3) by nail, described reticular component is anchored on described concrete structural solid; (4) collaterally cope match-plate pattern is protected at two of described reticular component; (5) in template, upper flow regime strength cement-based grouting material is injected, upper flow regime strength cement-based grouting material solidifies rear formation water prevention blowby structure, realizes by using connection assembly, makes water breakthrough in formed control terrace leak structure, can constructability, and quality is more stable and reliably durable.The use of connection assembly is conducive to the reliability of the water prevention blowby structure strengthened.
Description
Technical field
The present invention relates to waterproof construction technical field, is specifically related to a kind ofly prevent and treat the method and connection assembly that in terrace, water breakthrough is leaked.
Background technology
In modern architecture, the ponding in outdoor terrace is often from the screed blowby in terrace to indoor floor drain.Such as, easily there is the problem of outdoor rainwater blowby to indoor terrace in balcony console mode sliding door ground cushion bottom.Industry is main at present tackles the problems referred to above to arrange waterproof coating form.Facts have proved, the effect of this way is unsatisfactory.Knowledgeable people recognizes that breaking off the gear hurdle structure that water breakthrough leaks out of doors together with arranging in indoor terrace is best method increasingly in the industry.But, thickness between terrace and concrete structure generally only has between 20 ~ 80mm, arranges such structure with prior art, and not only operation and technique are quite cumbersome, and deviation or inefficacy appear in any one link in work progress, be all difficult to accomplish the end in view.
Therefore, need by Reasonable Cross-Cutting, optimize structure and the construction method of this connection detail.
Summary of the invention
In order to solve the problem, the invention provides the method that water breakthrough in a kind of control terrace is newly leaked, break off by what arrange in terrace the assembly that water breakthrough leaks, can constructability, and also quality is more stable and reliably durable.The present invention also provides a kind of connection assembly being used for implementing this building method.
The technical scheme that the present invention is adopted for achieving the above object is:
Prevent and treat the method that in terrace, water breakthrough is leaked, it is characterized in that, it comprises the following steps:
(1) prepare connection assembly, described connection assembly comprises reticular component, nail and metallic gasket;
(2) needing to arrange on the terrace of water prevention blowby structure, removing material accompanying on concrete structural surface to concrete structural solid, then with the abundant moistening concrete structural solid of clear water;
(3) to follow closely solid mode, described reticular component is anchored on the concrete structural solid described in step (2) by nail;
(4) in step (2) described concrete structural solid, relative to two sides of described reticular component in anchoring, for building the template of water prevention blowby structure in supporting;
(5) in the position of step (4) supporting cope match-plate pattern, upper flow regime strength cement-based grouting material is injected in template, upper flow regime strength cement-based grouting material is fully combined with reticular component, upper flow regime strength cement-based grouting material solidifies rear formation water prevention blowby structure, realize by using connection assembly, water breakthrough is made in formed control terrace to leak structure, can constructability, and also quality is more stable and reliably durable.
Described reticular component is strip, and described reticular component is that thickness is more than or equal to 0.5mm, is less than or equal to the steel plate of 5.0mm, forms diamond hole netted through punching press and stretching.
The cross sectional shape of described reticular component in " one ", " L " or " recessed " word shape, or according to needs of production, is not limited to process other shapes.
Described nail is iron nail or holdfast, its specification is that diameter is not less than 1.8mm, by iron nail or holdfast, described reticular component is anchored on concrete structural solid, described reticular component moves towards several iron nails or holdfast in anchoring along reticular component, the iron nail of institute's anchoring or the spacing of holdfast are greater than 50mm, are less than 500mm.
Between described concrete structural solid and reticular component, iron nail or holdfast are equipped with described metallic gasket, this metallic gasket is surperficial from concrete structural solid by described connection assembly pad.
The method that in described control terrace, water breakthrough is leaked is further comprising the steps of:
(6) in step (5) described water prevention blowby structured surface, one 0.8 ~ 1.5mm is also provided with thick, with the coating of water self-healing solid cement base material.
(7) being positioned at other floor structure surface and upstream faces of step (6) described water prevention blowby structured surface, one waterproof coating is set.
A kind of connection assembly implementing said method, it comprises reticular component, nail and metallic gasket, nail wears metallic gasket, described reticular component by nail anchor on concrete structural solid, reticular component pad from concrete structural solid surface, is realized water breakthrough leakage structure in control terrace and reliably connects as one with corresponding concrete structural solid by described metallic gasket.
Described reticular component is strip, described reticular component is that thickness is more than or equal to 0.5mm, be less than or equal to the steel plate of 5.0mm, diamond hole is formed netted through punching press and stretching, its cross sectional shape is in " one ", " L " or " recessed " word shape, or according to needs of production, be not limited to process other shapes.
Described nail is iron nail or holdfast, and its specification is that diameter is not less than 1.8mm, is anchored on concrete structural solid by iron nail or holdfast by described reticular component, and the iron nail of institute's anchoring or the spacing of holdfast are greater than 50mm, are less than 500mm.
Beneficial effect of the present invention: the present invention is by unique construction technology and custom-designed connection assembly, form water breakthrough in reliable, lasting control terrace and leak structure, can constructability, and waterproof quality is more stable and reliably durable, breach the various limitations of water breakthrough leakage method in the complicated control terrace of tradition.
Construction method provided by the invention and specific binders assembly, can be conducive to the reliability strengthening water prevention blowby structure after using, can effectively be intercepted by the local outdoor rainwater occurred such as bottom balcony console mode sliding door ground cushion; By two sides at reticular component, supporting for building the template of water prevention blowby structure, and builds upper flow regime strength cement-based grouting material, and upper flow regime strength cement-based grouting material solidifies rear formation water prevention blowby structure.In addition, upper flow regime strength cement-based grouting material has the high strength and no shrinting performance of self-leveling, ensure that the reliability that water prevention blowby constructs.
Below in conjunction with accompanying drawing and detailed description of the invention, the present invention is further described.
Accompanying drawing explanation
Fig. 1 is the sectional view that in the first control terrace of the present invention, structure is leaked in water breakthrough;
Fig. 2 is the first reticular component structural representation of the present invention;
Fig. 3 is the second reticular component structural representation of the present invention;
Fig. 4 is the third reticular component structural representation of the present invention.
In figure: 1. connection assembly, 11. reticular components, 12. nails, 13. metallic gaskets, 14. templates, 2. concrete structural solid, 3. coating, 4. upper flow regime strength cement-based grouting material, 5. indoor, 6. outdoor, 7. mortar levelling layer, 8. terrace finish coat, 9. tack coat.
Detailed description of the invention
Embodiment 1, see Fig. 1-Fig. 2, the method that in control terrace provided by the invention, water breakthrough is leaked, it comprises the following steps:
(1) prepare connection assembly 1, described connection assembly 1 comprises reticular component 11, nail 12 and metallic gasket 13;
(2) needing to arrange on the terrace of water prevention blowby structure, being namely positioned at the intersection of indoor 5 and outdoor 6 terraces, removing material accompanying on concrete structural surface to concrete structural solid 2, then with the abundant moistening concrete structural solid 2 of clear water; Indoor 5 terraces structure is from the bottom up followed successively by: concrete structural solid 2, mortar levelling layer 7, tack coat 9, terrace finish coat 8;
(3) to follow closely solid mode, by nail 12, described reticular component 11 is anchored on the concrete structural solid 2 described in step (2);
(4) in the described concrete structural solid 2 of step (2), relative to two sides of described reticular component 11 in anchoring, for building the template 14 of water prevention blowby structure in supporting;
(5) in the position of step (4) supporting cope match-plate pattern 14, upper flow regime strength cement-based grouting material 4 is injected in template 14, upper flow regime strength cement-based grouting material 4 is fully combined with reticular component 11, upper flow regime strength cement-based grouting material 4 solidifies rear formation water prevention blowby structure, realize by using connection assembly 1, water breakthrough is made in formed control terrace to leak structure, can constructability, and also quality is more stable and reliably durable;
(6) in step (5) described water prevention blowby structured surface, one 0.8 ~ 1.5mm is also provided with thick, with the coating 3 of water self-healing solid cement base material;
(7) being positioned at other floor structure surface and upstream faces of step (6) described water prevention blowby structured surface, one waterproof coating is set.
Described reticular component 11 is in strip, and described reticular component is that thickness is more than or equal to 0.5mm, is less than or equal to the steel plate of 5.0mm, forms diamond hole netted through punching press and stretching.The cross sectional shape of described reticular component 11 is in " one " word shape.
Described nail 12 is iron nail or holdfast, its specification is that diameter is not less than 1.8mm, by iron nail or holdfast, described reticular component 11 is anchored on concrete structural solid 2, described reticular component 11 moves towards several iron nails or holdfast in anchoring along reticular component 11, the iron nail of institute's anchoring or the spacing of holdfast are greater than 50mm, are less than 500mm.
Between described concrete structural solid 2 and reticular component 11, iron nail or holdfast are equipped with described metallic gasket 13, described connection assembly 1 pads from concrete structural solid 2 surface by this metallic gasket 13.
Connection assembly 1 provided by the invention, it comprises reticular component 11, nail 12 and metallic gasket 13, nail 12 wears metallic gasket 13, described reticular component 11 is anchored on concrete structural solid 2 by nail 12, described reticular component 11 pads from concrete structural solid 2 surface by this metallic gasket 13, realizes water breakthrough leakage structure in control terrace and reliably connects as one with corresponding concrete structural solid.
See Fig. 2, described reticular component 11 is in strip, and described reticular component is that thickness is more than or equal to 0.5mm, is less than or equal to the steel plate of 5.0mm, forms diamond hole netted through punching press and stretching, and its cross sectional shape is in " one " word shape.
Described nail 12 is iron nail or holdfast, and its specification is that diameter is not less than 1.8mm, is anchored on concrete structural solid 2 by iron nail or holdfast by described reticular component 11, and the iron nail of institute's anchoring or the spacing of holdfast are greater than 50mm, are less than 500mm.
Embodiment 2, see Fig. 3, the method that in the control terrace that the present embodiment provides, water breakthrough is leaked and connection assembly, basic identical with embodiment 1, its difference is, described reticular component 11 cross sectional shape is in " L " word shape.
Embodiment 3, see Fig. 4, the method that in the control terrace that the present embodiment provides, water breakthrough is leaked and connection assembly, basic identical with embodiment 1 or 2, its difference is, described reticular component 11 cross sectional shape is in " recessed " word shape.
In above-described embodiment, reticular component 11, according to needs of production, is not limited to process other shapes; By using the connection assembly 1 of special design, preparation, water breakthrough is made in formed control terrace to leak structure, can constructability, and also quality is more stable and reliably durable, improves the method that in the complicated control terrace of tradition, water breakthrough is leaked.
The use of connection assembly 1 of the present invention is conducive to the reliability of the water prevention blowby structure strengthened, thus effectively the local outdoor rainwater occurred such as bottom balcony console mode sliding door ground cushion is intercepted, by two sides at reticular component 11, for building the template 14 of water prevention blowby structure in supporting, and build upper flow regime strength cement-based grouting material 4, upper flow regime strength cement-based grouting material 4 solidifies rear formation water prevention blowby structure.In addition, upper flow regime strength cement-based grouting material 4 has the high strength and no shrinting performance of self-leveling, ensure that the reliability that water prevention blowby constructs.
The present invention is not limited to above-mentioned embodiment, adopts or approximation method identical with the above embodiment of the present invention, and the method that in other control terraces obtained, water breakthrough is leaked and connection assembly, all within protection scope of the present invention.
Claims (7)
1. prevent and treat the method that in terrace, water breakthrough is leaked, it is characterized in that, it comprises the following steps:
(1) prepare connection assembly, described connection assembly comprises reticular component, nail and metallic gasket;
(2) needing to arrange on the terrace of water prevention blowby structure, removing material accompanying on concrete structural surface to concrete structural solid, then with the abundant moistening concrete structural solid of clear water;
(3) to follow closely solid mode, described reticular component is anchored on the concrete structural solid described in step (2) by nail;
(4) in step (2) described concrete structural solid, relative to two sides of described reticular component in anchoring, for building the template of water prevention blowby structure in supporting;
(5) in the position of step (4) supporting cope match-plate pattern, upper flow regime strength cement-based grouting material is injected in template, upper flow regime strength cement-based grouting material is fully combined with reticular component, upper flow regime strength cement-based grouting material solidifies rear formation water prevention blowby structure, realize by using connection assembly, water breakthrough is made in formed control terrace to leak structure, can constructability, and also quality is more stable and reliably durable.
2. the method that in control terrace according to claim 1, water breakthrough is leaked, it is characterized in that, described reticular component is strip, and described reticular component is that thickness is more than or equal to 0.5mm, be less than or equal to the steel plate of 5.0mm, form diamond hole through punching press and stretching netted.
3. the method that in control terrace according to claim 2, water breakthrough is leaked, is characterized in that, the cross sectional shape of described reticular component is in " one ", " L " or " recessed " word shape.
4. the method that in control terrace according to claim 2, water breakthrough is leaked, it is characterized in that, described nail is iron nail or holdfast, its specification is that diameter is not less than 1.8mm, by iron nail or holdfast, described reticular component is anchored on concrete structural solid, described reticular component moves towards several iron nails or holdfast in anchoring along reticular component, and the iron nail of institute's anchoring or the spacing of holdfast are greater than 50mm, are less than 500mm.
5. the method that in control terrace according to claim 4, water breakthrough is leaked, it is characterized in that, between described concrete structural solid and reticular component, iron nail or holdfast are equipped with described metallic gasket, this metallic gasket is surperficial from concrete structural solid by described connection assembly pad.
6. the method that in control terrace according to claim 1, water breakthrough is leaked, it is characterized in that, it is further comprising the steps of:
(6) in step (5) described water prevention blowby structured surface, one 0.8 ~ 1.5mm is also provided with thick, the coating of upper flow regime cement matrix.
7. the method that in control terrace according to claim 6, water breakthrough is leaked, it is characterized in that, it is further comprising the steps of:
(7) at other floor structure surface and upstream faces of described water prevention blowby structured surface, one waterproof coating is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201310393470.4A CN103485420B (en) | 2013-09-02 | 2013-09-02 | A kind of method and connection assembly preventing and treating water breakthrough leakage in terrace |
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| CN201310393470.4A CN103485420B (en) | 2013-09-02 | 2013-09-02 | A kind of method and connection assembly preventing and treating water breakthrough leakage in terrace |
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| CN103485420A CN103485420A (en) | 2014-01-01 |
| CN103485420B true CN103485420B (en) | 2016-04-27 |
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| CN201310393470.4A Expired - Fee Related CN103485420B (en) | 2013-09-02 | 2013-09-02 | A kind of method and connection assembly preventing and treating water breakthrough leakage in terrace |
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Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58113426A (en) * | 1981-12-28 | 1983-07-06 | Misawa Homes Co Ltd | Water-proof joint structure of outer wall and foundation for semi-basement |
| CN1123866A (en) * | 1995-08-08 | 1996-06-05 | 张善青 | Construction method and apparatus against gap leakage between panel and pipe |
| EP0716189A1 (en) * | 1994-12-07 | 1996-06-12 | Shigeo Nagahama | A cut-off water process for a concrete underground structure |
| CN101139840A (en) * | 2006-09-06 | 2008-03-12 | 北京安龙恒业精密科技有限公司 | Water-preventing impervious method |
| JP2008115532A (en) * | 2006-10-31 | 2008-05-22 | Noda Corp | Wall structure |
| CN101424161A (en) * | 2008-12-23 | 2009-05-06 | 东莞市彩丽建筑维护技术有限公司 | Waterproof method for construction window |
| CN101768908A (en) * | 2008-12-30 | 2010-07-07 | 中冶成工上海五冶建设有限公司 | Construction method of steel fiber reinforced concrete floor |
| CN102758456A (en) * | 2012-07-12 | 2012-10-31 | 成军 | Construction method of basement waterproofing projects |
| CN103061507A (en) * | 2013-01-17 | 2013-04-24 | 东莞市彩丽建筑维护技术有限公司 | Method for constructing water guide system of balcony or terrace of house and water guide system |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2173809Y (en) * | 1993-07-29 | 1994-08-10 | 江银钧 | Leakage water wall drainage board |
-
2013
- 2013-09-02 CN CN201310393470.4A patent/CN103485420B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58113426A (en) * | 1981-12-28 | 1983-07-06 | Misawa Homes Co Ltd | Water-proof joint structure of outer wall and foundation for semi-basement |
| EP0716189A1 (en) * | 1994-12-07 | 1996-06-12 | Shigeo Nagahama | A cut-off water process for a concrete underground structure |
| CN1123866A (en) * | 1995-08-08 | 1996-06-05 | 张善青 | Construction method and apparatus against gap leakage between panel and pipe |
| CN101139840A (en) * | 2006-09-06 | 2008-03-12 | 北京安龙恒业精密科技有限公司 | Water-preventing impervious method |
| JP2008115532A (en) * | 2006-10-31 | 2008-05-22 | Noda Corp | Wall structure |
| CN101424161A (en) * | 2008-12-23 | 2009-05-06 | 东莞市彩丽建筑维护技术有限公司 | Waterproof method for construction window |
| CN101768908A (en) * | 2008-12-30 | 2010-07-07 | 中冶成工上海五冶建设有限公司 | Construction method of steel fiber reinforced concrete floor |
| CN102758456A (en) * | 2012-07-12 | 2012-10-31 | 成军 | Construction method of basement waterproofing projects |
| CN103061507A (en) * | 2013-01-17 | 2013-04-24 | 东莞市彩丽建筑维护技术有限公司 | Method for constructing water guide system of balcony or terrace of house and water guide system |
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