CN206861108U - A kind of armored concrete leakproof socket joint pipe joint - Google Patents
A kind of armored concrete leakproof socket joint pipe joint Download PDFInfo
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- CN206861108U CN206861108U CN201720814495.0U CN201720814495U CN206861108U CN 206861108 U CN206861108 U CN 206861108U CN 201720814495 U CN201720814495 U CN 201720814495U CN 206861108 U CN206861108 U CN 206861108U
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- socket
- bellmouth
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- armored concrete
- pipe joint
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Abstract
The utility model discloses a kind of armored concrete leakproof socket joint pipe joint of pipe joint technical field, including socket and bellmouth, the right-hand member of the socket is plugged on the inner chamber of bellmouth, stiffener circle is evenly arranged with the socket and bellmouth, filled with brickwork joint bonding glue-line at the limited step of the bellmouth inner chamber, the right-hand member of the receptacle wall is coated with dry mortar packed layer, the left side wall of the bellmouth is painted with epoxy resin sealing layer, the armored concrete leakproof socket joint pipe joint, junction water shutoff for bellmouth and socket is preferable, service life is more long, by simple in construction, operating procedure is few, use cost is low, solves the problems, such as mortar desciccation crack.
Description
Technical field
Pipe joint technical field is the utility model is related to, specially a kind of armored concrete leakproof socket joint pipe joint.
Background technology
In sewage conduct construction, there is percolating water phenomenon in armored concrete bell-and-spigot pipe Partial joints in closed-water test,
It though taking a series of measures, but still can not ensure disposable qualified, project management department has been put at substantial amounts of human and material resources
Reason, is repeatedly repeated closed-water test, could meet design requirement, consequently, it is possible to it is very big on the influence of subsequent handling normal construction,
Sewage conduct uses d500, d600 armored concrete II level bell-and-spigot pipes, and interface tube is using slip rubber ring.Pipe installing uses vapour
Car is hung or hydraulic hoe down tube, underwater pipeline stabilizing, and during underwater pipeline stabilizing, adjacent two bottom of the tube should flush.To avoid because close proximity makes the mouth of pipe damaged,
And enable flexible interface to bear to bend on a small quantity, about 1cm gap should be reserved between pipe both ends of the surface.Because pipe diameter is small, people
Member, which cannot be introduced into pipe, carries out pipe inseam processing, therefore is smeared in Pipe installing in socket and blended the cement for building instant dissolving glue powder
Mortar；Bellmouth gap outside pipe is carried out after the completion of pipe laying to smear band mortar construction, is difficult to accomplish one during closed-water test
Secondary property is qualified, percolating water phenomenon at more than 50% tube seam be present.Need to carry out multiple leak stopping processing, could meet to close water reluctantly
The requirement of experiment, the reason for causing this situation：
One：Latasuture is handled in bellmouth, is disturbed in pipe installation process, it may appear that cracking, does not have sealing function.
Two：Bellmouth external latasuture is handled using band mortar is smeared, and mortar and pipe outer wall loose contact, desciccation crack be present.
The problem of existing for above-mentioned construction method, a series of tacklings of key scientific and technical problems are taken, solve pipe joint leakage problem.
Pipe joint is integrally handled using C15 concrete packs, verified by the implementation of the program, it can be ensured that pipe joint is water-tight,
Closed-water test is disposably qualified, but the construction technology needs to put into substantial amounts of personnel, installation encapsulating template, casting concrete, applies
The work cycle is grown, costly, therefore, we have proposed a kind of armored concrete leakproof socket joint pipe joint.
Utility model content
The purpose of this utility model is to provide a kind of armored concrete leakproof socket joint pipe joint, to solve above-mentioned background skill
The original bell-and-spigot pipe joint tighness proposed in art is bad, and construction technology is needed to put into substantial amounts of personnel, and template is encapsulated in installation,
Casting concrete, long construction period, it is costly the problem of.
To achieve the above object, the utility model provides following technical scheme：A kind of armored concrete leakproof bell-and-spigot pipe connects
Head, including socket and bellmouth, the right-hand member of the socket are plugged on the inner chamber of bellmouth, are evenly arranged with and add in the socket and bellmouth
Strong steel ring, it is coated with filled with brickwork joint bonding glue-line, the right-hand member of the receptacle wall at the limited step of the bellmouth inner chamber
Dry mortar packed layer, the left side wall of the bellmouth are painted with epoxy resin sealing layer.
Preferably, the left side wall of the brickwork joint bonding glue-line is oblique, and the left side wall and socket of brickwork joint bonding glue-line
The edge of right-hand member is mutually perpendicular to.
Preferably, the right-hand member of the epoxy resin sealing layer and bellmouth are on sustained height.
Preferably, the dry mortar packed layer mixes packed layer to build instant glue with cement mortar.
Compared with prior art, the beneficial effects of the utility model are：The armored concrete leakproof socket joint pipe joint, for
The junction water shutoff of bellmouth and socket is preferable, and service life is more long, and by simple in construction, operating procedure is few, and use cost is low,
Solves the problems, such as mortar desciccation crack.
Brief description of the drawings
Fig. 1 is the utility model section view.
In figure：1 socket, 2 bellmouths, 3 stiffener circles, 4 brickwork joints bonding glue-line, 5 dry mortar packed layers, 6 asphalt mixtures modified by epoxy resin
Fat confining bed.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Referring to Fig. 1, the utility model provides a kind of technical scheme：A kind of armored concrete leakproof socket joint pipe joint, bag
Socket 1 and bellmouth 2 are included, the right-hand member of socket 1 is plugged on the inner chamber of bellmouth 2, stiffener is evenly arranged with socket 1 and bellmouth 2
3 are enclosed, brickwork joint bonding glue-line 4 is filled with the limited step of the inner chamber of bellmouth 2, the right-hand member of the outer wall of socket 1 is coated with dry mortar
Packed layer 5, the left side wall of bellmouth 2 are painted with epoxy resin sealing layer 6.
Wherein, the left side wall of brickwork joint bonding glue-line 4 is oblique, and the left side wall and the right-hand member of socket 1 of brickwork joint bonding glue-line 4
Edge be mutually perpendicular to, with bellmouth 2 on sustained height, dry mortar packed layer 5 is for the right-hand member of epoxy resin sealing layer 6
Build instant glue and mix packed layer with cement mortar.
In use, every group of pipe of concrete has socket 1 and bellmouth 2, glued brickwork joint is smeared at the limited step of the inner chamber of bellmouth 2
Connect glue-line 4 and be compacted, socket 1 is inserted into the inner chamber of bellmouth 2, the instant glue of building of dry is filled at the gap of bellmouth 2
The cement mortar of mix, and being compacted with chock, as dry mortar packed layer 5, solve the problems, such as mortar desciccation crack, so
One layer of epoxy resin sealing layer 6 is brushed in the left side of bellmouth 2 afterwards, epoxy resin sealing layer 6 is struck off so that epoxy resin sealing
Layer 6 is bonded with the left side wall of bellmouth 2.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
1. a kind of armored concrete leakproof socket joint pipe joint, including socket (1) and bellmouth (2), it is characterised in that：The socket
(1) right-hand member is plugged on the inner chamber of bellmouth (2), and stiffener circle (3), institute are evenly arranged with the socket (1) and bellmouth (2)
State filled with brickwork joint bonding glue-line (4) at the limited step of bellmouth (2) inner chamber, the right-hand member of socket (1) outer wall is coated with dry
Rigid mortar packed layer (5), the left side wall of the bellmouth (2) are painted with epoxy resin sealing layer (6).
A kind of 2. armored concrete leakproof socket joint pipe joint according to claim 1, it is characterised in that：The brickwork joint bonding
The left side wall of glue-line (4) is oblique, and the edge of the left side wall of brickwork joint bonding glue-line (4) and socket (1) right-hand member is mutually hung down
Directly.
A kind of 3. armored concrete leakproof socket joint pipe joint according to claim 1, it is characterised in that：The epoxy resin
The right-hand member of confining bed (6) is with bellmouth (2) on sustained height.
A kind of 4. armored concrete leakproof socket joint pipe joint according to claim 1, it is characterised in that：The dry sand
Slurry packed layer (5) mixes packed layer to build instant glue with cement mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720814495.0U CN206861108U (en) | 2017-07-06 | 2017-07-06 | A kind of armored concrete leakproof socket joint pipe joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720814495.0U CN206861108U (en) | 2017-07-06 | 2017-07-06 | A kind of armored concrete leakproof socket joint pipe joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206861108U true CN206861108U (en) | 2018-01-09 |
Family
ID=60832382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720814495.0U Active CN206861108U (en) | 2017-07-06 | 2017-07-06 | A kind of armored concrete leakproof socket joint pipe joint |
Country Status (1)
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| CN (1) | CN206861108U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951404A (en) * | 2018-08-10 | 2018-12-07 | 苏交科集团股份有限公司 | Precast segment pier stud cross connecting structure and connection method |
| CN109114350A (en) * | 2018-08-27 | 2019-01-01 | 中国石油天然气股份有限公司 | Repair the construction method of glass reinforced plastic pipe |
| CN110953416A (en) * | 2020-01-16 | 2020-04-03 | 中建七局安装工程有限公司 | Pipe joint sealing method for socket type reinforced concrete drain pipe |
| CN112344110A (en) * | 2020-10-20 | 2021-02-09 | 中国一冶集团有限公司 | Socket type reinforced concrete pipe joint structure and construction method |
| CN113175053A (en) * | 2021-03-27 | 2021-07-27 | 慈溪市庵东建筑安装工程有限公司 | Combined type connector of rain and sewage pipe and construction method |
| CN113653851A (en) * | 2021-08-17 | 2021-11-16 | 广东德泽建设工程有限公司 | Concrete pipeline connecting structure of multiple joint defense type waterproof system and construction method thereof |
-
2017
- 2017-07-06 CN CN201720814495.0U patent/CN206861108U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951404A (en) * | 2018-08-10 | 2018-12-07 | 苏交科集团股份有限公司 | Precast segment pier stud cross connecting structure and connection method |
| CN108951404B (en) * | 2018-08-10 | 2024-06-11 | 苏交科集团股份有限公司 | Cross connection structure and connection method for segment prefabricated pier column |
| CN109114350A (en) * | 2018-08-27 | 2019-01-01 | 中国石油天然气股份有限公司 | Repair the construction method of glass reinforced plastic pipe |
| CN109114350B (en) * | 2018-08-27 | 2020-10-09 | 中国石油天然气股份有限公司 | Construction method for repairing glass fiber reinforced plastic pipe |
| CN110953416A (en) * | 2020-01-16 | 2020-04-03 | 中建七局安装工程有限公司 | Pipe joint sealing method for socket type reinforced concrete drain pipe |
| CN112344110A (en) * | 2020-10-20 | 2021-02-09 | 中国一冶集团有限公司 | Socket type reinforced concrete pipe joint structure and construction method |
| CN113175053A (en) * | 2021-03-27 | 2021-07-27 | 慈溪市庵东建筑安装工程有限公司 | Combined type connector of rain and sewage pipe and construction method |
| CN113653851A (en) * | 2021-08-17 | 2021-11-16 | 广东德泽建设工程有限公司 | Concrete pipeline connecting structure of multiple joint defense type waterproof system and construction method thereof |
| CN113653851B (en) * | 2021-08-17 | 2022-09-23 | 广东德泽建设工程有限公司 | Concrete pipeline connecting structure of multiple joint defense type waterproof system and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180911 Address after: 450000 59 Lianhua street, hi tech Zone, Zhengzhou, Henan Patentee after: China Hydropower eleventh Engineering Bureau (Zhengzhou) Co., Ltd. Address before: 450001 59 Lianhua street, high tech Development Zone, Zhengzhou, Henan Patentee before: SINOHYDRO Bureau 11 Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 450000 59 Lianhua street, hi tech Zone, Zhengzhou, Henan Patentee after: China Power Construction Eleventh Bureau Engineering Co., Ltd. Address before: 450000 59 Lianhua street, hi tech Zone, Zhengzhou, Henan Patentee before: China Hydropower eleventh Engineering Bureau (Zhengzhou) Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder |