CN208105923U - A kind of existing pond increases the connecting joint structure of water string - Google Patents

A kind of existing pond increases the connecting joint structure of water string Download PDF

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Publication number
CN208105923U
CN208105923U CN201820298531.7U CN201820298531U CN208105923U CN 208105923 U CN208105923 U CN 208105923U CN 201820298531 U CN201820298531 U CN 201820298531U CN 208105923 U CN208105923 U CN 208105923U
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China
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newly
increased
pool wall
concrete
water string
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CN201820298531.7U
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袁霓绯
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Beijing Shougang International Engineering Technology Co Ltd
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Beijing Shougang International Engineering Technology Co Ltd
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Abstract

A kind of existing pond increases the connecting joint structure of water string, belongs to industrial building structure field of engineering technology.Including water string, casing centerline, existing pool wall of pool, pool wall longitudinal reinforcement, pool wall hole, water expandable waterstop, wing ring, newly-increased stirrup muscle, newly-increased steel loop muscle, newly-increased concrete, waterproof layer.Water string is located at hole center, newly-increased stirrup muscle, newly-increased steel loop muscle and newly-increased concrete are located on the outside of existing pool wall of pool, pool wall digs out reinforcing bar and the first newly-increased stirrup muscle welds, water expandable waterstop is located in the intermediate gap of pool wall hole and water string, wing ring is located among newly-increased concrete and water string, and waterproof layer is located on the outside of newly-increased concrete.The advantage is that solving the problems, such as filler pipe leak at pool wall node behind current pond.Also, construction is simple, good waterproof performance.

Description

A kind of existing pond increases the connecting joint structure of water string
Technical field
The utility model belongs to industrial building structure field of engineering technology, in particular to a kind of existing pond increases waterproof jacket The connecting joint structure of pipe.
Background technique
Currently, many pond, liquid storage tanks etc. cause to require to increase according to mechanical discipline due to function change or working vessels Add water string, since pond has been built up, the seal ring of water string cannot be pre-buried, traditional processing method for a long time, Connecting node is easier leak, influences equipment use, for this purpose, we develop a kind of company of existing pond increase water string Node is connect, it is water-tight to can guarantee that node casing director's time uses.
Summary of the invention
The purpose of this utility model is to provide the connecting joint structures that a kind of existing pond increases water string, solve Filler pipe is at pool wall node the problem of leak behind current pond.
The utility model includes water string 1, casing centerline 2, existing pool wall of pool 3, pool wall longitudinal reinforcement 4, pool wall Hole 5, water expandable waterstop 6, wing ring 7, newly-increased stirrup muscle 9, newly-increased steel loop muscle 10, newly-increased concrete 11, waterproof layer 12.It is anti- Jacket pipe 1 is located at hole center, increases stirrup muscle 9, newly-increased steel loop muscle 10 and newly-increased concrete 11 newly and is located at outside existing pool wall of pool 3 Side, pool wall digs out reinforcing bar 4 and the first newly-increased stirrup muscle 9 welds, and water expandable waterstop 6 is located at pool wall hole 5 and waterproof jacket In the intermediate gap of pipe 1, wing ring 7 is located among newly-increased concrete 11 and water string 1, and waterproof layer 12 is located at newly-increased concrete 11 Outside.
According to 2 position of casing centerline that equipment provides, the pond bigger than water string 1 is dug out on existing pool wall 3 Concrete chisel removal at wall hole 5, pool wall longitudinal reinforcement 4 and newly-increased concrete 11 leaks out reinforcing bar, and hole is cleaned out, will be winged The water string 1 of ring 7 is placed in hole center, inside sets water expandable waterstop 6, pool wall digs out reinforcing bar 4 and newly-increased stirrup muscle 9 welds It connects, weld length is 100mm~300mm, binds newly-increased steel loop muscle 10, is higher by No.1 with than existing pool wall concrete grade Filling concrete pool wall hole 5 and newly-increased concrete 11, newly-increased concrete width 13 and newly-increased concrete height 14 are no less than 300mm and the thickness for being not more than existing pool wall of pool 3, the construction waterproof layer 12 after concrete strength reaches design strength.
Water string (1) uses soft waterproof casing, and wing ring diameter presses atlas《02S404》It selects.
New-old concrete junction has pool wall longitudinal reinforcement (4) and digs out, and weld length is 100mm~300mm.
The utility model has the advantage of:Construction is simple, good waterproof performance.
Detailed description of the invention
Fig. 1 is that existing pond increases water string elevation.Water string 1, casing centerline 2, existing pool wall of pool 3, Pool wall longitudinal reinforcement 4, pool wall hole 5, water expandable waterstop 6, wing ring 7, welding 8, newly-increased stirrup muscle 9, newly-increased steel loop muscle 10, Newly-increased concrete 11, waterproof layer 12, newly-increased concrete width 13, newly-increased concrete height 14.
Specific embodiment
Illustrate specific embodiment of the present utility model with reference to the accompanying drawing.
The utility model includes water string 1, casing centerline 2, existing pool wall of pool 3, pool wall longitudinal reinforcement 4, pool wall Hole 5, water expandable waterstop 6, wing ring 7, welding 8, newly-increased stirrup muscle 9, newly-increased steel loop muscle 10, newly-increased concrete 11, waterproof Layer 12, newly-increased concrete width 13, newly-increased concrete height 14.
According to 2 position of casing centerline that equipment provides, the pond bigger than water string 1 is dug out on existing pool wall 3 Concrete chisel removal at wall hole 5, pool wall longitudinal reinforcement 4 and newly-increased concrete 11 leaks out reinforcing bar, and hole is cleaned out, will be winged The water string 1 of ring 7 is placed in hole center, inside sets water expandable waterstop 6, pool wall digs out reinforcing bar 4 and newly-increased stirrup muscle 9 welds 8, weld length 100mm are met, newly-increased steel loop muscle 10 is bound, is filled with the concrete for being higher by No.1 than existing pool wall concrete grade Pool wall hole 5 and newly-increased concrete 11 are infused, increasing concrete width 13 and newly-increased concrete height 14 newly is 300mm, to concrete Intensity reaches construction waterproof layer 12 after design strength.

Claims (4)

1. the connecting joint structure that a kind of existing pond increases water string, which is characterized in that including water string (1), casing Center line (2), existing pool wall of pool (3), pool wall longitudinal reinforcement (4), pool wall hole (5), water expandable waterstop (6), wing ring (7), (8), newly-increased stirrup muscle (9), newly-increased steel loop muscle (10), newly-increased concrete (11), waterproof layer (12) are welded;
Water string (1) is located at hole center, and newly-increased stirrup muscle (9), newly-increased steel loop muscle (10) and newly-increased concrete (11) are located at On the outside of existing pool wall of pool (3), pool wall longitudinal reinforcement (4) and newly-increased stirrup muscle (9) are welded, and water expandable waterstop (6) is located at In the intermediate gap of pool wall hole (5) and water string (1), wing ring (7) is located in newly-increased concrete (11) and water string (1) Between, waterproof layer (12) is located on the outside of newly-increased concrete (11).
2. connecting joint structure according to claim 1, which is characterized in that newly-increased concrete height, width should be not less than 300mm and the thickness for being not more than existing pool wall of pool (3).
3. connecting joint structure according to claim 1, which is characterized in that water string (1) uses soft waterproof casing.
4. connecting joint structure according to claim 1, which is characterized in that it is longitudinal that new-old concrete junction has pool wall Reinforcing bar (4) is dug out, and weld length is 100mm~300mm.
CN201820298531.7U 2018-03-04 2018-03-04 A kind of existing pond increases the connecting joint structure of water string Active CN208105923U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820298531.7U CN208105923U (en) 2018-03-04 2018-03-04 A kind of existing pond increases the connecting joint structure of water string

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820298531.7U CN208105923U (en) 2018-03-04 2018-03-04 A kind of existing pond increases the connecting joint structure of water string

Publications (1)

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CN208105923U true CN208105923U (en) 2018-11-16

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CN201820298531.7U Active CN208105923U (en) 2018-03-04 2018-03-04 A kind of existing pond increases the connecting joint structure of water string

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110594493A (en) * 2019-10-18 2019-12-20 信开水环境投资有限公司 Structure suitable for rear buried sleeve of existing pool wall and construction method
CN110593629A (en) * 2019-10-15 2019-12-20 鞍钢集团工程技术有限公司 Construction method and structure for reinforcing and preventing leakage of old pool side wall through hole opening

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110593629A (en) * 2019-10-15 2019-12-20 鞍钢集团工程技术有限公司 Construction method and structure for reinforcing and preventing leakage of old pool side wall through hole opening
CN110594493A (en) * 2019-10-18 2019-12-20 信开水环境投资有限公司 Structure suitable for rear buried sleeve of existing pool wall and construction method

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