CN108755985A - Steel corridor and concrete structure junction waterproof construction system - Google Patents
Steel corridor and concrete structure junction waterproof construction system Download PDFInfo
- Publication number
- CN108755985A CN108755985A CN201810397029.6A CN201810397029A CN108755985A CN 108755985 A CN108755985 A CN 108755985A CN 201810397029 A CN201810397029 A CN 201810397029A CN 108755985 A CN108755985 A CN 108755985A
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- China
- Prior art keywords
- layer
- waterproof
- concrete
- deformation joint
- waterproof layer
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- 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
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
-
- 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
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6806—Waterstops
Abstract
The present invention relates to building waterproofing technique field, a kind of Steel corridor and concrete structure junction waterproof construction system are disclosed, including：Steel corridor, concrete body, concrete coating, backfill layer, face layer and gutter, Steel corridor connects the concrete body, concrete coating is located on the Steel corridor, deformation joint is formed between concrete coating and concrete body, antiseep filler material is filled in the deformation joint, backfill layer is located on concrete body and concrete coating, face layer is located on backfill layer, gutter is located at below the deformation joint, backfills in layer and is additionally provided with Waterproof structural course.Ensure that deformation joint is non-leakage, even if will be drained by the gutter being arranged below gap if leaking infiltration at gap, will not have an impact to gap lower space；In addition, Waterproof structural course is located between backfill layer knead dough layer, deformation joint finished surface is not above neighboring buildings finished surface.
Description
Technical field
The present invention relates to building waterproofing technique field, more particularly to a kind of Steel corridor is anti-with concrete structure junction
Water-bound system.
Background technology
Along with the increasingly sophisticated of architectural image, under construction, due to steel construction and mixing occur in more and more steel constructions
Shrinking percentage is different at the material of Xtah Crude Clay structure, identical temperature, and the processing of the two junction waterproof generally requires to carry out specially treated.
For Steel corridor, general water-proofing treatment of locating mainly is located with reference to roofing and flooring deformation joint way
Reason.Waterproof effect is can guarantee substantially to handle, but there is also following points with reference to common variation seam mode：1, deformation joint once oozes
Leakage can not just be handled, and need again to construct to deformation joint position；2, with reference to the processing mode of common variation seam, easily become
Shape stitches the case where finished surface is higher than neighboring buildings finished surface.
Invention content
A kind of Steel corridor of present invention proposition and concrete structure junction waterproof construction system, solve above-mentioned technology and ask
Topic.
A kind of Steel corridor of the present invention and concrete structure junction waterproof construction system, including：Steel corridor,
Concrete body, concrete coating, backfill layer, face layer and gutter, the Steel corridor connect the concrete knot
Structure body, concrete coating are located on the Steel corridor, shape between the concrete coating and concrete body
At deformation joint, antiseep filler material is filled in the deformation joint, the backfill layer is located at concrete body and concrete covers
On cap rock, face layer is located on backfill layer, and the gutter is located at below the deformation joint, is additionally provided in the backfill layer anti-
Water-bound layer.
Wherein, the Waterproof structural course includes：First waterproof layer, the second waterproof layer and waterproof roll, the waterproof roll
Cylinder is rolled into be located above the deformation joint, the first waterproof layer is located above concrete body and concrete coating, and
It is disconnected in deformation joint, and the both ends of gap are all connected with the waterproof roll, second waterproof layer is located at described first
Above waterproof layer, and cross over the waterproof roll.
Wherein, pressing plate is additionally provided between first waterproof layer and the second waterproof layer, the pressing plate is rolled up across the waterproof
In the arcuate structure of protrusion at material.
Wherein, the first fluid sealant is equipped at the gap between first waterproof layer and the edge of the second waterproof layer.
Wherein, the surface layer area domain above the deformation joint is additionally provided with the second fluid sealant for filleting.
Wherein, the concrete body and concrete coating are using drop plate design, concrete body and concrete
Coating is respectively each formed with protrusion close to the side of the deformation joint, further includes in the backfill layer positioned at sunken regions
Insulating layer, the Waterproof structural course include：First waterproof layer, the second waterproof layer, U-shaped waterproof layer and cover board, first waterproof
Layer is located above the concrete body and concrete coating, and crosses over protrusion, is disconnected in deformation joint, the U-shaped
Waterproof layer is located on first waterproof layer, sink in deformation joint and forms the receiving portion of U-shaped structure, the antiseep filling
Material position is in described accommodation section, and second waterproof layer is located on the U-shaped waterproof layer, and the cover board is located at the protrusion
Top.
Wherein, further include the additional waterproofing layer being located at below first waterproof layer, the additional waterproofing layer setting is being dropped
At the inner corner trim of harden structure, and extend upwardly to deformation joint disconnection.
Wherein, the fluid sealant for joint filling is equipped between the cover board side and backfill layer, and fluid sealant corresponds to upper aspect
The region of layer is equipped with the stainless steel strip for joint filling.
With the waterproof construction system of concrete structure junction, deformation joint is failed to fill in the Steel corridor of the present invention using antiseepage
Charge is filled, and Waterproof structural course is used on deformation joint, it is ensured that and deformation joint is non-leakage, even if being leaked at gap,
Infiltration will also be drained by the gutter being arranged below gap, will not be had an impact to gap lower space；In addition, Waterproof structural course
Between backfill layer knead dough layer, deformation joint finished surface is not above neighboring buildings finished surface.
Description of the drawings
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 technology description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention without having to pay creative labor, may be used also for those of ordinary skill in the art
With obtain other attached drawings according to these attached drawings.
Fig. 1 is a kind of Steel corridor and concrete structure junction waterproof construction system schematic diagram of the present invention；
Fig. 2 is the enlarged diagram of deformation joint in Fig. 1；
Fig. 3 is another Steel corridor and concrete structure junction waterproof construction system schematic diagram of the present invention；
Fig. 4 is the enlarged diagram of deformation joint in Fig. 3.
Specific implementation mode
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 describes, 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, those of ordinary skill in the art are obtained every other without creative efforts
Embodiment shall fall within the protection scope of the present invention.
As illustrated in fig. 1 and 2, the Steel corridor of first embodiment of the invention and concrete structure junction water-proof structure
System includes：Steel corridor 1, concrete body 2 (can be the structures such as concrete walls or beam), concrete coating 3, backfill
Layer 4, face layer 5 and gutter 7.Steel corridor 1 connects concrete body 2, and concrete coating 3 is located at Steel corridor 1
On, deformation joint is formed between concrete coating 3 and concrete body 2, and antiseep filler material 6 is filled in deformation joint
(materials such as Bituminous hemp fiber), backfill layer 4 are located on concrete body 2 and concrete coating 3, and face layer 5 is located at backfill layer 4
On, gutter 7 is located at below deformation joint, and specifically gutter 7 is fixed on concrete body 2 using cement nail 8, and makes
Gutter 7 is obtained to be located at below deformation joint.It is additionally provided with Waterproof structural course in backfill layer 4, plays the role of preventing water accumulation leaking.
With the waterproof construction system of concrete structure junction, deformation joint is failed to fill in the Steel corridor of the present invention using antiseepage
Charge 6 is filled, and Waterproof structural course is used on deformation joint, it is ensured that and deformation joint is non-leakage, even if being leaked at gap,
Infiltration will also be drained by the gutter 7 being arranged below gap, will not be had an impact to gap lower space；In addition, waterproof construction
Layer is located between backfill layer knead dough layer, and deformation joint finished surface is not above neighboring buildings finished surface.
In the present embodiment, Waterproof structural course includes：First waterproof layer 11, the second waterproof layer 12 and waterproof roll 13, waterproof
Coiled material 13 is rolled into cylinder and is located above deformation joint, and the first waterproof layer 11 is located on concrete body 2 and concrete coating 3
Side, and disconnected in deformation joint, and the both ends of gap are all connected with waterproof roll 13, the second waterproof layer 12 is located at the first waterproof
11 top of layer, and cross over waterproof roll 13.Waterproof roll 13 is used to block the opening of deformation joint, and by two layers of waterproof layer to becoming
Water-proofing treatment is carried out around shape seam, strengthens water resistance.
Be additionally provided between first waterproof layer 11 and the second waterproof layer 12 pressing plate 14 (such as：Aluminium sheet), pressing plate 14 crosses over waterproof
In the arcuate structure of protrusion at coiled material 13.Pressing plate 14 will also be prevented for compressing the first waterproof layer 11 in deformation joint both sides
Water coiled material 13 is fixed on deformation joint opening, avoids that waterproof roll 13 is shifted by external force or the first waterproof layer 11 is in deformation joint
Periphery generates tearing, influences water resistance.
It is equipped with the first fluid sealant 15 at gap between first waterproof layer 11 and the edge of the second waterproof layer 12, prevents edge
It seeps water to deformation joint.
The region of face layer 5 above deformation joint is additionally provided with the second fluid sealant 16 for filleting, avoids aspect on deformation joint
It seeps water downwards in the gap of layer 5.
The Steel corridor of second embodiment of the invention and concrete structure junction waterproof construction system such as Fig. 3 and 4 institutes
Show, including：Steel corridor 1, concrete coating 3, returns at concrete body 2 (can be the structures such as concrete walls or beam)
Packing course 4, face layer 5 and gutter 7.Steel corridor 1 connects concrete body 2, and concrete coating 3 is located at Steel corridor
On 1, deformation joint is formed between concrete coating 3 and concrete body 2, antiseep filler material 6 is filled in deformation joint
(materials such as Bituminous hemp fiber), backfill layer 4 are located on concrete body 2 and concrete coating 3, and face layer 5 is located at backfill layer 4
On, gutter 7 is located at below deformation joint, and specifically gutter 7 is fixed on concrete body 2 using cement nail 8, and makes
Gutter 7 is obtained to be located at below deformation joint.It is additionally provided with Waterproof structural course in backfill layer 4, plays the role of preventing water accumulation leaking.
For the Steel corridor of the present embodiment with the waterproof construction system of concrete structure junction, deformation joint uses antiseep
Filler material 6 is filled, and Waterproof structural course is used on deformation joint, it is ensured that deformation joint is non-leakage, even if being oozed at gap
Leakage, infiltration will also be drained by the gutter 7 being arranged below gap, will not be had an impact to gap lower space；In addition, waterproof knot
Structure layer is located between backfill layer knead dough layer, and deformation joint finished surface is not above neighboring buildings finished surface.
Different from the first embodiment considering the insulation of lower layer space, it is additionally provided with insulating layer 9.Specifically, coagulation
Soil structured body 2 and concrete coating 3 are using drop plate design, and concrete body 2 and concrete coating 3 are respectively close to deformation
The side of seam is each formed with protrusion, further includes insulating layer 9 in the backfill layer 4 of sunken regions, Waterproof structural course includes：The
One waterproof layer 21, the second waterproof layer 22, U-shaped waterproof layer 24 and cover board 25.First waterproof layer 21 is located at concrete body 2 and mixes
Solidifying 3 top of soil coating, and protrusion is crossed over, it being disconnected in deformation joint, U-shaped waterproof layer 24 is located on the first waterproof layer 21,
It sink in deformation joint and forms the receiving portion of U-shaped structure, antiseep filler material 6 is located in receiving portion.Protrusion makes deformation joint
Depth it is elongated, so that antiseep filler material 6 is filled certain depth using the receiving portion of U-shaped structure, play the role of antiseep, again
Save material.Second waterproof layer 22 is located on U-shaped waterproof layer 24, and cover board 25 is located above protrusion, for compressing and protecting
Waterproof layer above protrusion.24 3 layers of first waterproof layer 21, the second waterproof layer 22 and U-shaped waterproof layer waterproof improve water proofing property
Can, even if deformation joint deforms, U-shaped waterproof layer 24 can be close to the opening of deformation joint, will not tear.And deformation joint processing side
Formula is since there are heat preservation drop plate in both sides, and preset reinforced concrete cover plate may be provided at face layer hereinafter, therefore there is no deformation joint lids
The plate region situation higher than neighboring area.
Further include the additional waterproofing layer 23 for being located at 21 lower section of the first waterproof layer in the present embodiment, additional waterproofing layer 23 is arranged
At the inner corner trim of drop harden structure, and deformation joint disconnection is extended upwardly to, further increases water resistance.
In the present embodiment, the fluid sealant 25 for joint filling, and fluid sealant 26 are equipped between the side and backfill layer 4 of cover board 25
The region of aspect layer 5 is equipped with the stainless steel strip 27 for joint filling in correspondence, and fluid sealant 25 prevents the ponding of face layer 5 from leaking downwards.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention.
Claims (8)
1. a kind of Steel corridor and concrete structure junction waterproof construction system, which is characterized in that including：Steel construction connects
Corridor, concrete body, concrete coating, backfill layer, face layer and gutter, the Steel corridor connect the concrete
Structure, concrete coating is located on the Steel corridor, between the concrete coating and concrete body
Deformation joint is formed, is filled with antiseep filler material in the deformation joint, the backfill layer is located at concrete body and concrete
On coating, face layer is located on backfill layer, and the gutter is located at below the deformation joint, is additionally provided in the backfill layer
Waterproof structural course.
2. Steel corridor as described in claim 1 and concrete structure junction waterproof construction system, which is characterized in that institute
Stating Waterproof structural course includes：First waterproof layer, the second waterproof layer and waterproof roll, the waterproof roll are rolled into cylindrical positioned at institute
It states above deformation joint, the first waterproof layer is located above concrete body and concrete coating, and is disconnected in deformation joint, and
The both ends of gap are all connected with the waterproof roll, and second waterproof layer is located above first waterproof layer, and crosses over
The waterproof roll.
3. Steel corridor as claimed in claim 2 and concrete structure junction waterproof construction system, which is characterized in that institute
It states and is additionally provided with pressing plate between the first waterproof layer and the second waterproof layer, the pressing plate is crossed at the waterproof roll in the arc of protrusion
Structure.
4. Steel corridor as claimed in claim 2 and concrete structure junction waterproof construction system, which is characterized in that institute
It states and is equipped with the first fluid sealant at the gap between the first waterproof layer and the edge of the second waterproof layer.
5. the Steel corridor as described in any one of claim 2~4 and concrete structure junction waterproof construction system,
It is characterized in that, the surface layer area domain above the deformation joint is additionally provided with the second fluid sealant for filleting.
6. Steel corridor as described in claim 1 and concrete structure junction waterproof construction system, which is characterized in that institute
Concrete body and concrete coating are stated using drop plate design, concrete body and concrete coating are respectively close to institute
The side for stating deformation joint is each formed with protrusion, further includes insulating layer, the waterproof in the backfill layer positioned at sunken regions
Structure sheaf includes：First waterproof layer, the second waterproof layer, U-shaped waterproof layer and cover board, first waterproof layer are located at the concrete
Above structure and concrete coating, and protrusion is crossed over, disconnected in deformation joint, the U-shaped waterproof layer is located at described the
It on one waterproof layer, sink in deformation joint and forms the receiving portion of U-shaped structure, the antiseep filler material is located at described accommodation section
In, second waterproof layer is located on the U-shaped waterproof layer, and the cover board is located above the protrusion.
7. Steel corridor as claimed in claim 6 and concrete structure junction waterproof construction system, which is characterized in that also
Include the additional waterproofing layer below first waterproof layer, the additional waterproofing layer is arranged at the inner corner trim of drop harden structure,
And extend upwardly to deformation joint disconnection.
8. Steel corridor as claimed in claim 6 and concrete structure junction waterproof construction system, which is characterized in that institute
It states cover board side and backfills the fluid sealant being equipped between layer for joint filling, and fluid sealant corresponds to the region of upper aspect layer and is equipped with and is used for
The stainless steel strip of joint filling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810397029.6A CN108755985A (en) | 2018-04-28 | 2018-04-28 | Steel corridor and concrete structure junction waterproof construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810397029.6A CN108755985A (en) | 2018-04-28 | 2018-04-28 | Steel corridor and concrete structure junction waterproof construction system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108755985A true CN108755985A (en) | 2018-11-06 |
Family
ID=64012159
Family Applications (1)
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|---|---|---|---|
| CN201810397029.6A Pending CN108755985A (en) | 2018-04-28 | 2018-04-28 | Steel corridor and concrete structure junction waterproof construction system |
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Citations (6)
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|---|---|---|---|---|
| CN1821503A (en) * | 2006-03-15 | 2006-08-23 | 刘丹 | Water leak-proof structure for building floor or roof deformation seam |
| CN101307622A (en) * | 2008-06-30 | 2008-11-19 | 上海市城市建设设计研究院 | Water proof method for underground structure top board expansion joint also serving as urban roads base and the structure |
| CN103352517A (en) * | 2013-06-29 | 2013-10-16 | 内蒙古电力勘测设计院 | Deformable connection structure of concrete roof and metal plate roof |
| CN103469973A (en) * | 2013-09-24 | 2013-12-25 | 扬州大学 | Flat-joint and detachable type roof deformation joint and construction method thereof |
| CN104295009A (en) * | 2014-10-15 | 2015-01-21 | 苏州工业园区设计研究院股份有限公司 | Deformation joint structure of planted roof |
| CN204492025U (en) * | 2015-02-15 | 2015-07-22 | 海南红杉科创实业有限公司 | The waterproof construction of the contour deformation joint of roofing |
-
2018
- 2018-04-28 CN CN201810397029.6A patent/CN108755985A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1821503A (en) * | 2006-03-15 | 2006-08-23 | 刘丹 | Water leak-proof structure for building floor or roof deformation seam |
| CN101307622A (en) * | 2008-06-30 | 2008-11-19 | 上海市城市建设设计研究院 | Water proof method for underground structure top board expansion joint also serving as urban roads base and the structure |
| CN103352517A (en) * | 2013-06-29 | 2013-10-16 | 内蒙古电力勘测设计院 | Deformable connection structure of concrete roof and metal plate roof |
| CN103469973A (en) * | 2013-09-24 | 2013-12-25 | 扬州大学 | Flat-joint and detachable type roof deformation joint and construction method thereof |
| CN104295009A (en) * | 2014-10-15 | 2015-01-21 | 苏州工业园区设计研究院股份有限公司 | Deformation joint structure of planted roof |
| CN204492025U (en) * | 2015-02-15 | 2015-07-22 | 海南红杉科创实业有限公司 | The waterproof construction of the contour deformation joint of roofing |
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| 林峰: "《江南水乡》", 31 August 2008, 上海交通大学出版社 * |
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Application publication date: 20181106 |