CN102704442A - Joint water stop structure - Google Patents

Joint water stop structure Download PDF

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Publication number
CN102704442A
CN102704442A CN2012102096584A CN201210209658A CN102704442A CN 102704442 A CN102704442 A CN 102704442A CN 2012102096584 A CN2012102096584 A CN 2012102096584A CN 201210209658 A CN201210209658 A CN 201210209658A CN 102704442 A CN102704442 A CN 102704442A
Authority
CN
China
Prior art keywords
filler
cover plate
water stop
stickiness
joint
Prior art date
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.)
Pending
Application number
CN2012102096584A
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Chinese (zh)
Inventor
宁永升
冯树荣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hydrochina Zhongnan Engineering Corp
Original Assignee
Hydrochina Zhongnan Engineering Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hydrochina Zhongnan Engineering Corp filed Critical Hydrochina Zhongnan Engineering Corp
Priority to CN2012102096584A priority Critical patent/CN102704442A/en
Publication of CN102704442A publication Critical patent/CN102704442A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a joint water stop structure, which belongs to the field of water stop on the parting top of a concrete face rockfill dam. In order to solve the problems that because the surface of concrete is uneven, the contact of an impermeable protective cover plate and the surface of the concrete is poor and a leaking passageway is formed, the joint water stop structure comprises plastic filler or cohesionless filler arranged on the top of a joint surface, embedded flat plates are arranged in concrete faceplates at two sides of the joint surface, the upper surface of the plastic filler or cohesionless filler is provided with the impermeable protective cover plate, and two ends of the impermeable protective cover plate are fixed on the embedded flat plates. According to the joint water stop structure, the contact of the impermeable protective cover plate and the surface of the concrete is good, the plastic filler or the cohesionless filler is tightly abutted to the joint surface so as to effectively prevent the leakage of a joint, the water stop and seepage control performances of the surface of the concrete faceplate are greatly improved and enhanced, and the joint water stop structure is simple and practical.

Description

A kind of joint seal structure
Technical field
The present invention relates to sealing field, CFRD parting top, be specially a kind of joint seal structure.
Background technology
The general parting of CFRD is established the twice sealing, and Copper water stop is established in the seam bottom, and the seam top is provided with plastic filler or does not have stickiness filler sealing.The antiseepage protection cover plate that (DLT5115-2008) only requires plastic filler or do not have a stickiness filling surface in " CFRD joint seal technical specification " is fixed on the concrete slab; Because there is uneven phenomenon in the panel concrete face of building; It is bad to cause antiseepage protection cover plate to contact with concrete surface easily, forms leakage passage.
Summary of the invention
Uneven for solving concrete surface, it is bad to cause antiseepage protection cover plate to contact with concrete surface, forms the problem of leakage passage, and the present invention aims to provide a kind of joint seal structure, and this water-stopping structure can prevent the seam seepage effectively, and simple and practical.
To achieve these goals; The technical scheme that the present invention adopted is: said joint seal structure comprises the plastic filler that seam face top is set or does not have the stickiness filler; This plastic filler or the upper surface that does not have a stickiness filler are provided with antiseepage protection cover plate; Its design feature is, is provided with pre-buried flat plate in the concrete slab of said seam face both sides, and the two ends of this antiseepage protection cover plate are fixed on the said pre-buried flat plate.
Further; Said seam face top and said plastic filler or do not have is provided with between the stickiness filler and prevents plastic filler or do not have the stickiness filler to get into the support stick in the seam face; This support stick plays the effect of supporting plastic filler or not having the stickiness filler simultaneously, and this support stick is preferably the PVC rod.
As preferred version of the present invention; The mode that the two ends of said antiseepage protection cover plate are fixed on the said pre-buried flat plate is: said pre-buried flat plate top is provided with press strip; The two ends of said antiseepage protection cover plate place respectively between pre-buried flat plate and the press strip, through bolt together.
Further, said pre-buried flat plate, press strip and bolt are processed by stainless steel material.
In order further to improve anti-seepage effect; Said plastic filler or the upper surface that does not have a stickiness filler are cambered surface; The soffit of said antiseepage protection cover plate and said plastic filler or the upper surface shape of not having a stickiness filler match; Through the bolt of screwing, scalable plastic filler or do not have the applying degree of stickiness filler and seam face realize not to have infiltration.
By said structure, a pre-buried stainless steel band steel when the concreting panel, the stainless steel band steel is connected fixing with the reinforcing bar of concrete slab through welding.Protect cover plate to be fixed on the stainless steel band steel antiseepage, cover pressure with unidimensional stainless steel band steel on it, and pass through fixedly antiseepage protection cover plate, stainless steel band steel and pre-buried stainless steel band steel of stainless steel bolt, can improve panel table sealing barrier performance greatly.
Compared with prior art; The invention has the beneficial effects as follows: antiseepage protection cover plate of the present invention contacts with concrete surface well; Said plastic filler or do not have the stickiness filler with the seam face applying tight; Prevent the seam seepage effectively, improved the sealing barrier performance on concrete slab surface greatly, and simple and practical.
 
Below in conjunction with accompanying drawing and embodiment the present invention is done further elaboration.
Description of drawings
Fig. 1 is the section of structure of an embodiment of the present invention;
Fig. 2 is the structural representation of the said antiseepage protection of invention cover plate.
In the drawings
The 1-concrete slab; The pre-buried flat plate of 2-; The 3-press strip; 4-plastic filler or do not have the stickiness filler;
The 5-bolt; 6-antiseepage protection cover plate; The 7-support stick; 8-stitches face.
The specific embodiment
A kind of joint seal structure; As shown in Figure 1; Comprise the plastic filler that seam face 8 tops are set or do not have stickiness filler 4; In the concrete slab 1 of seam face 8 both sides, be provided with pre-buried flat plate 2, said plastic filler or the upper surface that does not have a stickiness filler 4 are provided with antiseepage protection cover plate 6, and the two ends of this antiseepage protection cover plate 6 are fixed on the said pre-buried flat plate 2.Said plastic filler or the upper surface that does not have a stickiness filler 4 are cambered surface, and the soffit of said antiseepage protection cover plate 6 and said plastic filler or the upper surface shape of not having a stickiness filler 4 match.Said seam face 8 tops and said plastic filler or do not have is provided with between the stickiness filler 4 and prevents plastic filler or do not have stickiness filler 4 to get into the PVC rod 7 in the seam faces 8.
As shown in Figure 2, said pre-buried flat plate 2 tops are provided with press strip 3, and the two ends of said antiseepage protection cover plate 6 place respectively between pre-buried flat plate 2 and the press strip 3, are fixed together through bolt 5, and wherein pre-buried flat plate 2, press strip 3 and bolt 5 are processed by stainless steel material.
The content that the foregoing description is illustrated is to be understood that to these embodiment and only is used to be illustrated more clearly in the present invention; And be not used in the restriction scope of the present invention; After having read the present invention, those skilled in the art all fall within the application's accompanying claims institute restricted portion to the modification of the various equivalent form of values of the present invention.

Claims (6)

1. joint seal structure; Comprise the plastic filler that seam face (8) top is set or do not have stickiness filler (4); This plastic filler or the upper surface that does not have a stickiness filler (4) are provided with antiseepage protection cover plate (6); It is characterized in that, be provided with pre-buried flat plate (2) in the concrete slab (1) of said seam face (8) both sides, the two ends of this antiseepage protection cover plate (6) are fixed on the said pre-buried flat plate (2).
2. joint seal structure according to claim 1; It is characterized in that said seam face (8) top and said plastic filler or do not have is provided with between the stickiness filler (4) and prevents plastic filler or do not have stickiness filler (4) to get into the support stick (7) in the seam face (8).
3. joint seal structure according to claim 1; It is characterized in that; Said pre-buried flat plate (2) top is provided with press strip (3), and the two ends of said antiseepage protection cover plate (6) place respectively between pre-buried flat plate (2) and the press strip (3), are fixed together through bolt (5).
4. joint seal structure according to claim 3 is characterized in that, said pre-buried flat plate (2), press strip (3) and bolt (5) are processed by stainless steel material.
5. according to the described joint seal structure of one of claim 1 ~ 4; It is characterized in that; Said plastic filler or the upper surface that does not have a stickiness filler (4) are cambered surface, and the soffit of said antiseepage protection cover plate (6) and said plastic filler or the upper surface shape of not having a stickiness filler (4) match.
6. joint seal structure according to claim 1 is characterized in that, said support stick (7) is the PVC rod.
CN2012102096584A 2012-06-25 2012-06-25 Joint water stop structure Pending CN102704442A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012102096584A CN102704442A (en) 2012-06-25 2012-06-25 Joint water stop structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012102096584A CN102704442A (en) 2012-06-25 2012-06-25 Joint water stop structure

Publications (1)

Publication Number Publication Date
CN102704442A true CN102704442A (en) 2012-10-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012102096584A Pending CN102704442A (en) 2012-06-25 2012-06-25 Joint water stop structure

Country Status (1)

Country Link
CN (1) CN102704442A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109555085A (en) * 2019-01-17 2019-04-02 中国电建集团华东勘测设计研究院有限公司 Gravity dam upstream face geomembrane anti-seepage discharge structure and its construction method
CN112813920A (en) * 2021-01-07 2021-05-18 河海大学 Emergency rescue device for preventing overtopping damage of dike and earth dam and construction method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1209749A1 (en) * 1984-08-16 1986-02-07 Украинский Ордена Трудового Красного Знамени Научно-Исследовательский Институт Гидротехники И Мелиорации Method of constructing earth-fill dam fith film-type core wall
CN2455771Y (en) * 2000-12-15 2001-10-24 北京科海利新型建筑材料开发有限公司 Water stopping structure for gaps on concrete panels of rockfill dam
CN101705667A (en) * 2009-11-27 2010-05-12 中国水电顾问集团华东勘测设计研究院 Anti-freezing water stop structure of hydraulic concrete expansion joint
CN202626940U (en) * 2012-06-25 2012-12-26 中国水电顾问集团中南勘测设计研究院 Joint water stopping structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU1209749A1 (en) * 1984-08-16 1986-02-07 Украинский Ордена Трудового Красного Знамени Научно-Исследовательский Институт Гидротехники И Мелиорации Method of constructing earth-fill dam fith film-type core wall
CN2455771Y (en) * 2000-12-15 2001-10-24 北京科海利新型建筑材料开发有限公司 Water stopping structure for gaps on concrete panels of rockfill dam
CN101705667A (en) * 2009-11-27 2010-05-12 中国水电顾问集团华东勘测设计研究院 Anti-freezing water stop structure of hydraulic concrete expansion joint
CN202626940U (en) * 2012-06-25 2012-12-26 中国水电顾问集团中南勘测设计研究院 Joint water stopping structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109555085A (en) * 2019-01-17 2019-04-02 中国电建集团华东勘测设计研究院有限公司 Gravity dam upstream face geomembrane anti-seepage discharge structure and its construction method
CN109555085B (en) * 2019-01-17 2023-12-01 中国电建集团华东勘测设计研究院有限公司 Geomembrane seepage-proofing drainage structure on upstream face of gravity dam and construction method thereof
CN112813920A (en) * 2021-01-07 2021-05-18 河海大学 Emergency rescue device for preventing overtopping damage of dike and earth dam and construction method

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C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C53 Correction of patent of invention or patent application
CB02 Change of applicant information

Address after: 410014 Hunan province Changsha Yuhua District, camphor Road No. 16

Applicant after: Company limited of Central-South survey and design research institute of electricity Jian group of China

Address before: 410014, 9 camphor Road, Yuhua District, Hunan, Changsha

Applicant before: Zhongnan Prospecting Design Inst. China Hydrauelectric Consultant Group

COR Change of bibliographic data

Free format text: CORRECT: APPLICANT; FROM: ZHONGNAN PROSPECTING DESIGN INST. CHINA HYDRAUELECTRIC CONSULTANT GROUP TO: CHINA POWER GROUP ZHONGNAN INVESTIGATION DESIGN + RESEARCH INSTITUTE CO., LTD.

C12 Rejection of a patent application after its publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20121003