CN102889441A - Reinforced concrete bushing for thermal jacking construction - Google Patents
Reinforced concrete bushing for thermal jacking construction Download PDFInfo
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- CN102889441A CN102889441A CN2012103896638A CN201210389663A CN102889441A CN 102889441 A CN102889441 A CN 102889441A CN 2012103896638 A CN2012103896638 A CN 2012103896638A CN 201210389663 A CN201210389663 A CN 201210389663A CN 102889441 A CN102889441 A CN 102889441A
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Abstract
The invention discloses a reinforced concrete bushing for thermal jacking construction, relates to a rigid pipe, in particular to a reinforced concrete pipe for sleeving a thermal pipeline for jacking construction, and aims to provide a reinforced concrete bushing with relatively high sealing property, water permeation prevention and relatively high structural strength. The improvement of the reinforced concrete bushing is a mounting part, wherein a mounting ring 2 is fixedly connected to the left end of a concrete pipe wall 1; a water-stopping steel ring 21 coaxial with the mounting ring is welded on the right side of the left end face of the concrete pipe wall 1 on the inner wall of the mounting ring; a stopping steel bar ring 22 coaxial with the mounting ring is welded on the right side of the water-stopping steel ring 21 on the inner wall of the mounting ring; a rubber strip 5 which expands in water is arranged between the water-stopping steel ring 21 and the stopping steel bar ring 22; a silicon rubber pad 6 and a silicon bidirectional water-stopping sealing rubber ring 7 are attached to the left end face of the concrete pipe wall 1; and the silicon bidirectional water-stopping sealing rubber ring 7 is positioned between the annular inner wall of the silicon rubber pad 6 and the inner wall of the concrete pipe wall 1.
Description
Technical field
The present invention relates to a kind of rigidity pipe, particularly relate to a kind of concrete reinforced pipe that entangles heat distribution pipeline for jacking construction.
Background technique
The at present existing corresponding NBS of concrete reinforced pipe, standard No. is GB/T 11836-2009 and JC640/T-2010.It generally comprises concrete tube wall, the left end of concrete tube wall is fixedly connected with socket hoop, and the left side of concrete tube wall is positioned at the middle part of socket hoop, and the bellmouth anchor bar embeds in the concrete tube wall, the right-hand member of concrete tube wall is provided with the socket ring, and the outer wall of socket ring is embedded with O-ring seal.Some concrete reinforced pipe is welded with some bellmouth anchor bars for reinforcing fixing between socket hoop and the concrete tube wall at the right-hand member of socket hoop.At present, when the provided underground heat distribution pipeline, need to put concrete reinforced pipe in the periphery of heat distribution pipeline, but owing to will be applied to heat distribution pipeline, need concrete reinforced pipe to have preferably sealing and water proofing property, gentle with the water in the sealing concrete reinforced pipe, and prevent that groundwater seepage from entering to manage interior and the corrosion heat distribution pipeline.In addition, in some occasions, need to construct with jacking construction method, this requires concrete reinforced pipe to have higher structural strength, reduces construction quality in order to avoid cause end local damage or socket hoop and concrete tube wall to break away from the jacking construction process.And existing concrete reinforced pipe is in the jacking construction requirement that all can not adapt to heat distribution pipeline aspect sealing, waterproof and the structural strength top power.
Summary of the invention
The technical problem to be solved in the present invention provides a kind of better tightness, water-impervious, heating power jacking construction reinforced concrete sleeve that structural strength is higher.
Heating power jacking construction reinforced concrete sleeve of the present invention, comprise concrete tube wall, the left end of concrete tube wall is fixedly connected with socket hoop, the left side of concrete tube wall is positioned at the middle part of described socket hoop, the right-hand member of socket hoop is welded with some bellmouth anchor bars, the bellmouth anchor bar embeds in the described concrete tube wall, the right-hand member of concrete tube wall is provided with the socket ring, the outer wall of socket ring is embedded with O-ring seal, be welded with the sealing steel loop coaxial with socket hoop on the inwall of wherein said socket hoop on the right side of concrete tube wall left side, be welded with on the right side of described sealing steel loop on the inwall of socket hoop with socket hoop coaxial stop reinforced steel bar ring, described sealing steel loop and stop and be provided with the water-swellable adhesive tape between the reinforced steel bar ring; The left side of described concrete tube wall is pasted with siliceous rubber cushion and siliceous two-way water stop O-ring seal, and described siliceous two-way water stop O-ring seal is between the inwall of the annular inner wall of described siliceous rubber cushion and described concrete tube wall.
Heating power jacking construction reinforced concrete sleeve of the present invention is provided with the injected hole that is communicated with socket ring inside and outside wall in the left side of described O-ring seal on the wherein said socket ring.
Heating power jacking construction reinforced concrete sleeve of the present invention, the left side of wherein said concrete tube wall is provided with circular groove at the engagement edge place with described socket hoop inwall, is filled with the waterproof sealing filler in the circular groove.
Heating power jacking construction reinforced concrete sleeve of the present invention is embedded with at least one prefabricated steel ring coaxial with concrete tube wall on the inwall of wherein said concrete tube wall.
Heating power jacking construction reinforced concrete sleeve of the present invention, the material of wherein said socket hoop are No. 16 manganese steel.
Heating power jacking construction reinforced concrete sleeve of the present invention, the inner and outer surface of wherein said socket hoop is coated with and is brushed with epoxy zinc rich primer.
Heating power jacking construction reinforced concrete sleeve of the present invention, the length of wherein said socket hoop is 285mm.
Heating power jacking construction of the present invention is that with the reinforced concrete sleeve difference from prior art heating power jacking construction of the present invention is with being welded with the sealing steel loop on the right side of concrete tube wall left side on the inwall of the socket hoop of reinforced concrete sleeve, the sealing steel loop can not only play the effect that stops its left and right sides groundwater seepage like this, and can reinforce fixing between socket hoop and the concrete tube wall when jacking construction, so that concrete tube wall is difficult for coming off with socket hoop and causes the gap during jacking construction.Be welded with on the right side of sealing steel loop on the inwall of socket hoop and stop reinforced steel bar ring, sealing steel loop and stop and be provided with the water-swellable adhesive tape between the reinforced steel bar ring, in case the water-swellable adhesive tape runs into water, will expand, thereby fill up and extruded concrete tube wall and socket hoop and sealing steel loop between the gap, play the sealing resistance effect.Gap when connecting in order further to seal two pipes between end face, the left side of concrete tube wall is pasted with siliceous rubber cushion and siliceous two-way water stop O-ring seal, siliceous two-way water stop O-ring seal is between the inwall of the annular inner wall of siliceous rubber cushion and concrete tube wall, siliceous like this two-way water stop O-ring seal can play in the internal wall of pipe orifice joint one deck seal action, siliceous rubber cushion can play buffer function in mouth of pipe end when jacking construction, prevent that the mouth of pipe is damaged.Heating power jacking construction of the present invention adopts with reinforced concrete sleeve and has more the water-tight design, and compared to existing technology, better tightness is so can be applicable to heat distribution pipeline.
Heating power jacking construction of the present invention is be provided with the injected hole that is communicated with socket ring inside and outside wall slip casting outside managing in manage can be at jacking construction the time on the socket ring in the reinforced concrete sleeve in the left side of O-ring seal, resistance when slip casting can be filled up the gap between pipe outer wall and the soil and also can reduce jacking, behind the injection forming with the self-closed injected hole.The left side of concrete tube wall is provided with circular groove at the engagement edge place with the socket hoop inwall, and when being filled with the waterproof sealing filler in the circular groove, the waterproof sealing filler can be filled up the gap that produces because jacking is stressed between socket hoop and the concrete tube wall.When being embedded with at least one with the coaxial prefabricated steel ring of concrete tube wall on the inwall of concrete tube wall, the prefabricated steel ring can be used as the welding matrix that sets up heat distribution pipeline, heat distribution pipeline the setting up in concrete tube wall of being more convenient for.It is because the large and corrosion-resistant grade of this material hardness is high that the material of socket hoop is elected No. 16 manganese steel as.The inner and outer surface of socket hoop is coated with and is brushed with epoxy zinc rich primer and can prevents further that socket hoop is corroded.When the length of socket hoop was elected 285mm as, it was longer to compare existing socket hoop length, can effectively reduce the Influence of Displacement that heat distribution pipeline temperature varying stress produces.
Below in conjunction with accompanying drawing heating power jacking construction of the present invention is described further with reinforced concrete sleeve.
Description of drawings
Fig. 1 is the front view that heating power jacking construction of the present invention is used reinforced concrete sleeve the one the second embodiment;
Fig. 2 is the partial enlarged drawing at A place among first embodiment;
Fig. 3 is the partial enlarged drawing at B place among first embodiment;
Fig. 4 is the partial enlarged drawing that heating power jacking construction of the present invention is used A place among second embodiment of reinforced concrete sleeve;
Fig. 5 is the front view that heating power jacking construction of the present invention is used the 3rd embodiment of reinforced concrete sleeve.
Embodiment
First embodiment of reinforced concrete sleeve of heating power jacking construction of the present invention as shown in Figure 1, referring to Fig. 2, the same with prior art, the left end of concrete tube wall 1 is fixedly connected with socket hoop 2, and the left side of concrete tube wall 1 is positioned at the middle part of socket hoop 2, and the right-hand member of socket hoop 2 is welded with some bellmouth anchor bars 3, bellmouth anchor bar 3 embeds in the concrete tube wall 1, referring to Fig. 3, the right-hand member of concrete tube wall 1 is provided with socket ring 11, and the outer wall of socket ring 11 is embedded with O-ring seal 4.Different is, referring to Fig. 1, be welded with the sealing steel loop 21 coaxial with socket hoop 2 on the inwall of socket hoop 2 on the right side of concrete tube wall 1 left side, be welded with on the right side of sealing steel loop 21 on the inwall of socket hoop 2 with socket hoop 2 coaxial stop reinforced steel bar ring 22, sealing steel loop 21 and stop and be provided with water-swellable adhesive tape 5 between the reinforced steel bar ring 22; The left side of concrete tube wall 1 is pasted with siliceous rubber cushion 6 and siliceous two-way water stop O-ring seal 7, and siliceous two-way water stop O-ring seal 7 is between the inwall of the annular inner wall of siliceous rubber cushion 6 and concrete tube wall 1.The use of present embodiment is used according to common concrete reinforced pipe jacking construction method.The effect of sealing steel loop 21 has two aspects, on the one hand be to stop that both sides may permeate the underground water of coming in and interpenetrate and stretch, be on the other hand when jacking construction, bear jacking power and avoid socket hoop 2 and concrete tube wall 1 mutually to come off, strengthen the steadiness that connects.Thereby can expand when the effect of water-swellable adhesive tape 5 is to meet water fill up and extruded concrete tube wall and socket hoop and sealing steel loop between the gap.In addition, the injected hole 111 of connection socket ring 11 inside and outside walls can be set in the left side of O-ring seal 4 on socket ring 11, referring to Fig. 3, can be from managing interior slip casting outside pipe when the effect of injected hole 111 is jacking construction, soil was to the resistance of pipe outer wall when slip casting can be filled up the gap between pipe outer wall and the soil and also can reduce jacking construction.Can also further allow the left side of concrete tube wall 1 be provided with circular groove at the engagement edge place with socket hoop 2 inwalls in the present embodiment, fill waterproof sealing filler 8 in the circular groove, as shown in Figure 4, the waterproof sealing filler can be filled up the gap that produces because jacking is stressed between socket hoop 2 and the concrete tube wall 1 like this.
In addition, for the ease of setting up heat distribution pipeline, as shown in Figure 5, be embedded with two prefabricated steel rings 9 coaxial with concrete tube wall 1 on the inwall of concrete tube wall 1, when in concrete tube wall 1, setting up heat distribution pipeline like this, can allow prefabricated steel ring 9 as setting up the matrix of welding.Certainly, the number of prefabricated steel ring 9 can be at least one.
Among the above embodiment, all can be coated with at the inner and outer surface of socket hoop 2 and be brushed with epoxy zinc rich primer, can further play corrosion-resisting function like this.
Above-described embodiment is described preferred implementation of the present invention; be not that scope of the present invention is limited; design under the prerequisite of spirit not breaking away from the present invention; various distortion and improvement that those of ordinary skills make technological scheme of the present invention all should fall in the definite protection domain of claims of the present invention.
Claims (7)
1. heating power jacking construction reinforced concrete sleeve, comprise concrete tube wall (1), the left end of concrete tube wall (1) is fixedly connected with socket hoop (2), the left side of concrete tube wall (1) is positioned at the middle part of described socket hoop (2), the right-hand member of socket hoop (2) is welded with some bellmouth anchor bars (3), bellmouth anchor bar (3) embeds in the described concrete tube wall (1), the right-hand member of concrete tube wall (1) is provided with socket ring (11), the outer wall of socket ring (11) is embedded with O-ring seal (4), it is characterized in that: be welded with the sealing steel loop (21) coaxial with socket hoop (2) on the right side of concrete tube wall (1) left side on the inwall of described socket hoop (2), be welded with on the right side of described sealing steel loop (21) on the inwall of socket hoop (2) with socket hoop (2) coaxial stop reinforced steel bar ring (22), described sealing steel loop (21) and stop and be provided with water-swellable adhesive tape (5) between the reinforced steel bar ring (22); The left side of described concrete tube wall (1) is pasted with siliceous rubber cushion (6) and siliceous two-way water stop O-ring seal (7), and described siliceous two-way water stop O-ring seal (7) is positioned between the inwall of the annular inner wall of described siliceous rubber cushion (6) and described concrete tube wall (1).
2. heating power jacking construction reinforced concrete sleeve according to claim 1 is characterized in that: the upper injected hole (111) that is communicated with socket ring (11) inside and outside wall that is provided with in the left side of described O-ring seal (4) of described socket ring (11).
3. heating power jacking construction reinforced concrete sleeve according to claim 2, it is characterized in that: the left side of described concrete tube wall (1) is provided with circular groove at the engagement edge place with described socket hoop (2) inwall, is filled with waterproof sealing filler (8) in the circular groove.
4. heating power jacking construction reinforced concrete sleeve according to claim 3 is characterized in that: be embedded with at least one prefabricated steel ring (9) coaxial with concrete tube wall (1) on the inwall of described concrete tube wall (1).
5. heating power jacking construction reinforced concrete sleeve according to claim 4, it is characterized in that: the material of described socket hoop (2) is No. 16 manganese steel.
6. heating power jacking construction reinforced concrete sleeve according to claim 5, it is characterized in that: the inner and outer surface of described socket hoop (2) is coated with and is brushed with epoxy zinc rich primer.
7. heating power jacking construction reinforced concrete sleeve according to claim 6, it is characterized in that: the length of described socket hoop (2) is 285mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012103896638A CN102889441A (en) | 2012-10-15 | 2012-10-15 | Reinforced concrete bushing for thermal jacking construction |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012103896638A CN102889441A (en) | 2012-10-15 | 2012-10-15 | Reinforced concrete bushing for thermal jacking construction |
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| CN102889441A true CN102889441A (en) | 2013-01-23 |
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| CN2012103896638A Pending CN102889441A (en) | 2012-10-15 | 2012-10-15 | Reinforced concrete bushing for thermal jacking construction |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104019280A (en) * | 2014-05-21 | 2014-09-03 | 北京特泽热力工程设计有限责任公司 | Thermal machine pipe-jacking connector |
| CN105605335A (en) * | 2015-11-09 | 2016-05-25 | 上海万朗管业有限公司 | Large-caliber prestressed steel cylinder concrete pipe for jacking construction |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4808032A (en) * | 1986-05-30 | 1989-02-28 | Meyer & John Gmbh & Co. Tief- Und Rohrleitungsbau | Thrust pipe |
| CN2436751Y (en) * | 2000-07-14 | 2001-06-27 | 樊运平 | Sealing device for underground chamber of direct buried hot supply pipeline |
| CN2688776Y (en) * | 2004-02-23 | 2005-03-30 | 武汉理工大学 | Glass fibre reinforced plastic sand inclusing ceiling coil |
| CN201428864Y (en) * | 2009-06-30 | 2010-03-24 | 天津万联管道工程有限公司 | Concrete pipe with leak-proof sealed steel bell and spigot |
| CN201599504U (en) * | 2009-12-25 | 2010-10-06 | 上海市政工程设计研究总院 | Dual-sealing waterproof port of F-type reinforced concrete pipeline |
| CN102425124A (en) * | 2011-09-30 | 2012-04-25 | 江苏江扬建材机械有限公司 | Prefabricated reinforced concrete box culvert |
| CN202868151U (en) * | 2012-10-15 | 2013-04-10 | 三河京龙新型管道有限责任公司 | Reinforced concrete sleeve for heating power jacking construction |
-
2012
- 2012-10-15 CN CN2012103896638A patent/CN102889441A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4808032A (en) * | 1986-05-30 | 1989-02-28 | Meyer & John Gmbh & Co. Tief- Und Rohrleitungsbau | Thrust pipe |
| CN2436751Y (en) * | 2000-07-14 | 2001-06-27 | 樊运平 | Sealing device for underground chamber of direct buried hot supply pipeline |
| CN2688776Y (en) * | 2004-02-23 | 2005-03-30 | 武汉理工大学 | Glass fibre reinforced plastic sand inclusing ceiling coil |
| CN201428864Y (en) * | 2009-06-30 | 2010-03-24 | 天津万联管道工程有限公司 | Concrete pipe with leak-proof sealed steel bell and spigot |
| CN201599504U (en) * | 2009-12-25 | 2010-10-06 | 上海市政工程设计研究总院 | Dual-sealing waterproof port of F-type reinforced concrete pipeline |
| CN102425124A (en) * | 2011-09-30 | 2012-04-25 | 江苏江扬建材机械有限公司 | Prefabricated reinforced concrete box culvert |
| CN202868151U (en) * | 2012-10-15 | 2013-04-10 | 三河京龙新型管道有限责任公司 | Reinforced concrete sleeve for heating power jacking construction |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104019280A (en) * | 2014-05-21 | 2014-09-03 | 北京特泽热力工程设计有限责任公司 | Thermal machine pipe-jacking connector |
| CN104019280B (en) * | 2014-05-21 | 2017-01-11 | 北京特泽热力工程设计有限责任公司 | Thermal machine pipe-jacking connector |
| CN105605335A (en) * | 2015-11-09 | 2016-05-25 | 上海万朗管业有限公司 | Large-caliber prestressed steel cylinder concrete pipe for jacking construction |
| CN105605335B (en) * | 2015-11-09 | 2018-04-27 | 上海万朗水务科技有限公司 | A kind of diameter prestressed cylinder concrete pipe for jacking construction |
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Application publication date: 20130123 |