CN203145542U - Ordinary reinforced concrete crack-resistant no-seepage pool with large volume - Google Patents

Ordinary reinforced concrete crack-resistant no-seepage pool with large volume Download PDF

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Publication number
CN203145542U
CN203145542U CN 201320177792 CN201320177792U CN203145542U CN 203145542 U CN203145542 U CN 203145542U CN 201320177792 CN201320177792 CN 201320177792 CN 201320177792 U CN201320177792 U CN 201320177792U CN 203145542 U CN203145542 U CN 203145542U
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CN
China
Prior art keywords
steel plate
water stopping
pool
plate water
reinforced concrete
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.)
Expired - Fee Related
Application number
CN 201320177792
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Chinese (zh)
Inventor
刘秋林
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.)
Nanchang No3 Construction Engineering Co Ltd
Original Assignee
Nanchang No3 Construction Engineering Co Ltd
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 Nanchang No3 Construction Engineering Co Ltd filed Critical Nanchang No3 Construction Engineering Co Ltd
Priority to CN 201320177792 priority Critical patent/CN203145542U/en
Application granted granted Critical
Publication of CN203145542U publication Critical patent/CN203145542U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses an ordinary reinforced concrete crack-resistant no-seepage pool with a large volume. The ordinary reinforced concrete crack-resistant no-seepage pool with the large volume comprises a pool bottom board and a pool wall board. A steel plate water stopping strip is arranged on a construction joint of the pool bottom board and the pool wall board. Steel plate water stopping strip fixing supports are arranged on the periphery of the steel plate water stopping strip in an equally spaced mode. A water stopping strip is additionally arranged on the vertical position of the inner side of a horizontal construction joint of the pool bottom board and the pool wall board, namely the source position of water seepage. The ordinary reinforced concrete crack-resistant no-seepage pool with the large volume has the advantages that the steel plate water stopping strip fixing supports enable each section of the steel plate water stopping strip to be arranged at the center and not inclined, and smooth in overlap joint in the connecting portion and full and continuous in welding gap of a connector after the steel plate water stopping strip is installed, can support and fix a water stopping steel plate, can be used as a horizontal tensioning connecting reinforced steel bar in design, and can improve the water stopping effect of the steel plate water stopping strip. The steel plate water stopping strip is used together with the water stopping strip at the inner side of the horizontal construction joint, so that the seepage resistant performance of the ordinary reinforced concrete pool with the large volume is further improved.

Description

Big capacity ordinary reinforced concrete cracking resistance leakproof pond
Technical field
The utility model relates to a kind of big capacity ordinary reinforced concrete cracking resistance leakproof pond.
Background technology
Big capacity ordinary reinforced concrete pond is particularly used more in Wastewater Treatment Plant in factory.Shrink easily because of concrete and the suffered lateral pressure of swimmer's pool produces crack and seepage greatly in pond especially large pool, and this not only influences function of use, and, also can reduce application life in pond greatly.
Summary of the invention
The purpose of this utility model is to provide a kind of big capacity ordinary reinforced concrete cracking resistance leakproof round pool, and this pond can prevent from being subjected to lateral pressure to produce crack and seepage greatly.
The technical solution of the utility model is: a kind of big capacity ordinary reinforced concrete cracking resistance leakproof pond, this pond comprises pond base plate and pool wall plate, pond base plate and pool wall plate level constuction joint place establish the steel plate water-stopping band, in steel plate water-stopping band periphery, equidistance arranges steel plate water-stopping band fixed support at interval, at pond base plate and the inboard upper-lower position of pool wall plate level constuction joint place, namely set up waterstop again one in the position, source of infiltration.
Advantage of the present utility model is: after steel plate water-stopping band fixed support is installed each section steel plate water-stopping band between two parties, not crooked, the junction overlap joint is smooth-going, joint welding is full continuously, can not only support, fixing steel plate for sealing water, the level that can also do in one design sockets reinforcing bar usefulness, and can improve the stagnant water effect of steel plate water-stopping band.Waterstop and the usefulness of it and horizontal construction joint inboard can further improve big capacity ordinary reinforced concrete pond antiseepage problem.
Description of drawings
Fig. 1 is the big capacity ordinary reinforced concrete of the utility model cracking resistance leakproof round pool structural representation;
Fig. 2 is steel plate water-stopping band sectional view;
Fig. 3 is that steel plate water-stopping band fixed support splits drawing.
The specific embodiment
A kind of big capacity ordinary reinforced concrete cracking resistance leakproof pond, this pond comprises pond base plate 1 and pool wall plate 2, establishes steel plate water-stopping band 4 at horizontal construction joint 3 places of pond base plate 1 and pool wall plate 2.In steel plate water-stopping band 4 peripheries, horizontal interval 600 ㎜ arrange steel plate water-stopping band fixed support 5.The method to set up of steel plate water-stopping band fixed support 5 is: draw horizontal nylon wire at steel plate water-stopping band bottom position, to guarantee that steel plate water-stopping band bottom is on same horizontal linear.Crotch with reinforcing bar fixed support 5 hooks pool wall two outside horizontal reinforcements 6 respectively, and other end crotch closes up at steel plate water-stopping band top overlap joint, and two curved muscle of fixed support 5 lap-joint are up and down all fixed with the thin wire colligation.Again 4 segmentations of steel plate water-stopping band are penetrated in the reinforcing bar fixed support 5, suitably adjust the position of steel plate water-stopping band 4, make plate joint place alignment, smooth-going.At last, carry out two-sided continuous welding in the joint, weld seam must be full.In addition, at pond base plate 1 and the pre-buried tubaeform rubber strip 7 in the inboard upper-lower position place of pool wall plate 2 horizontal construction joints, remove rubber strip 7 behind the stripping, namely form a circle Baltimore groove, and then tamp floating groove and moist curing with expansive cement mortar, namely set up waterstop 8 one at the place, source of infiltration.

Claims (1)

1. one kind big capacity ordinary reinforced concrete cracking resistance leakproof pond, it is characterized in that: this pond comprises pond base plate and pool wall plate, pond base plate and pool wall plate constuction joint place establish the steel plate water-stopping band, in steel plate water-stopping band periphery, equidistance arranges steel plate water-stopping band fixed support at interval, is provided with waterstop at the pond base plate with the inboard upper-lower position of pool wall plate level constuction joint place.
CN 201320177792 2013-04-11 2013-04-11 Ordinary reinforced concrete crack-resistant no-seepage pool with large volume Expired - Fee Related CN203145542U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320177792 CN203145542U (en) 2013-04-11 2013-04-11 Ordinary reinforced concrete crack-resistant no-seepage pool with large volume

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320177792 CN203145542U (en) 2013-04-11 2013-04-11 Ordinary reinforced concrete crack-resistant no-seepage pool with large volume

Publications (1)

Publication Number Publication Date
CN203145542U true CN203145542U (en) 2013-08-21

Family

ID=48973081

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320177792 Expired - Fee Related CN203145542U (en) 2013-04-11 2013-04-11 Ordinary reinforced concrete crack-resistant no-seepage pool with large volume

Country Status (1)

Country Link
CN (1) CN203145542U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103821109A (en) * 2014-03-04 2014-05-28 重庆市排水有限公司 Water pool expansion joint water leakage repairing method
CN110195475A (en) * 2019-06-15 2019-09-03 中国化学工程第十一建设有限公司 A kind of concrete structure large pool contracting seam Antiseep method
CN114277924A (en) * 2022-01-14 2022-04-05 海南大学 Super-large sewage treatment tank structure and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103821109A (en) * 2014-03-04 2014-05-28 重庆市排水有限公司 Water pool expansion joint water leakage repairing method
CN103821109B (en) * 2014-03-04 2015-11-11 重庆市排水有限公司 Expansion joint of pool leaks restorative procedure
CN110195475A (en) * 2019-06-15 2019-09-03 中国化学工程第十一建设有限公司 A kind of concrete structure large pool contracting seam Antiseep method
CN114277924A (en) * 2022-01-14 2022-04-05 海南大学 Super-large sewage treatment tank structure and construction method thereof

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130821

Termination date: 20150411

EXPY Termination of patent right or utility model