CN102071776A - Precast grouted steel bar connecting sleeve and construction method thereof - Google Patents
Precast grouted steel bar connecting sleeve and construction method thereof Download PDFInfo
- Publication number
- CN102071776A CN102071776A CN2009100732511A CN200910073251A CN102071776A CN 102071776 A CN102071776 A CN 102071776A CN 2009100732511 A CN2009100732511 A CN 2009100732511A CN 200910073251 A CN200910073251 A CN 200910073251A CN 102071776 A CN102071776 A CN 102071776A
- Authority
- CN
- China
- Prior art keywords
- sleeve
- steel bar
- sleeve body
- elastic rubber
- rubber sealing
- 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
Links
Images
Abstract
The invention discloses a precast grouted steel bar connecting sleeve and a construction method thereof. In the traditional cast-in-place concrete structure, steel bars are mainly connected by adopting a mechanical connecting method such as lapping, welding or sleeve extrusion or the like, the construction for connecting the steel bars is complex, and the connection of the steel bars must be completed before the concrete is poured, so the connecting method is not suitable for an assembled construction method for a precast concrete structure. The precast grouted steel bar connecting sleeve comprises a sleeve body (1), two ends of the sleeve body (1) are provided with elastic rubber sealing rings (2), a limiting bolt (3) is arranged in the middle of the interior of the sleeve body (1), two ends of the sleeve body are provided with a grouting hole (4) and an exhaust hole (5) communicated with the interior, and the inner wall of the sleeve body is provided with a conical thread (6). The precast grouted steel bar connecting sleeve is suitable for assembled connection construction of the steel bars.
Description
Technical field:
The present invention relates to a kind of method of work that is used for the prefabricated cover grouting reinforcing steel bar connecting sleeve tube of reinforcing bar assembling connection.
Background technology:
In traditional cast-in-place concrete structure, the connection of reinforcing bar adopts overlap joint to connect, be welded to connect or mechanical connection method such as compression sleeve more, the construction that reinforcing bar connects is comparatively complicated, and must before fluid concrete, finish the connection of reinforcing bar, be not suitable for the assembly construction method of precast concrete.
Summary of the invention:
The purpose of this invention is to provide the method that a kind of prefabricated cover simple to operate, dependable performance is in the milk reinforcing steel bar connecting sleeve tube and utilizes this sleeve to construct.
Above-mentioned purpose realizes by following technical scheme:
Prefabricated cover grouting reinforcing steel bar connecting sleeve tube, its composition comprises: sleeve body, elastic rubber sealing ring is equipped with at described sleeve body two ends, described sleeve body bosom is provided with caging bolt, described sleeve body two ends are provided with grout hole and the steam vent with internal communication, and described sleeve body inwall is a tapered thread.
Described prefabricated cover grouting reinforcing steel bar connecting sleeve tube, the hoop thickness of described elastic rubber sealing ring is bigger than the slit between sleeve body and the reinforcing bar, and the internal diameter of elastic rubber sealing ring is littler than reinforcing bar external diameter, and described grout hole and steam vent hole wall are provided with one section screw thread.
A kind of job practices of utilizing above-mentioned prefabricated cover grouting reinforcing steel bar connecting sleeve tube, described precast unit is after produce in factory, sleeve is inserted in its reserved steel bar end temporarily fully, and available caging bolt is temporary fixed to avoid something lost to fall, when another precast unit through hoisting and locating, its reserved steel bar corresponding with it near the time, sleeve is moved to the reinforcing bar junction, make sleeve be inserted in two coaxial reinforcing bars respectively to projected depth, be screwed into caging bolt, clamp-on elastic rubber sealing ring, connect grout pipe and pour into the cement-based grout material by grout hole, and guarantee to be in the milk closely knit by the steam vent exhaust, behind the grouting material setting and harden, reserved steel bar and reserved steel bar are connected in one by sleeve.
Beneficial effect of the present invention:
1. the present invention is provided with grout hole and the steam vent with sleeve inner UNICOM, so that pour into the cement-based grout material by grout hole, steam vent makes filling process more smooth and easy.Grout hole and steam vent hole wall are provided with one section screw thread, combine closely with it when being convenient to Grouting Pipe and being screwed into.The effect of elastic rubber sealing ring is exactly to avoid grouting to expect to trickle metal sleeve before setting and harden.
2. bosom of the present invention position is provided with 1 caging bolt, can limit the both sides reinforcing bar when caging bolt is screwed into and be inserted in projected depth.Space between caging bolt and the sleeve lining can make the grouting material closely knit by being in the milk smoothly, therefore promptly can fully guarantee the correct design position of reinforcing bar, can obtain reliable connection effect again.
3. the present invention is for the bonding of reinforcing steel bar, sleeve lining is designed to comparatively thick screw thread form, simultaneously in order when sleeve is cast, to make inner mold deviate from smoothly, this screw thread design is a tapered thread, be convenient to the demoulding of inner mold and back-out, in addition, tapered thread makes that sleeve middle part wall thickness is thick slightly, two ends are thin slightly, also met the principle that adhesion stress is transmitted between reinforcing bar and the sleeve, promptly met the sleeve middle part because of the stressed big thicker material of needs, and two ends are because of the adhesion stress transmission, and sleeve internal force reduces gradually and do not need thicker material, saving of labor, material-saving.
4. the present invention adopts the slit between elastic rubber sealing ring seal sleeve and the reinforcing bar, metal sleeve trickles before the slurry setting and harden when having avoided the grouting material, this elastic rubber sealing ring hoop thickness is bigger slightly than the slit between sleeve and the reinforcing bar, and the internal diameter of elastic rubber sealing ring is slightly littler than reinforcing bar external diameter, like this when elastic rubber sealing ring is clamp-oned slit between reinforcing bar and the sleeve, because of elastic rubber sealing ring has better elastic, can fit with sleeve lining and reinforcing bar outer wall respectively fully in its outside and inboard, then the slit between seal sleeve and the reinforcing bar fully.
5. the present invention is simple to operate, is inserted in and simple filling process behind just manual pre-buried by factory, the on-site hoisting, and work progress does not need complicated mechanical equipment and facility, does not need power consumption yet.
Description of drawings:
Accompanying drawing 1 is a structural representation of the present invention.
Accompanying drawing 2 is that the A-A of accompanying drawing 1 is to sectional view.
The specific embodiment:
Embodiment 1:
Prefabricated cover grouting reinforcing steel bar connecting sleeve tube, its composition comprises: sleeve body 1, elastic rubber sealing ring 2 is equipped with at described sleeve body 1 two ends, described sleeve body 1 bosom is provided with caging bolt 3, described sleeve body two ends are provided with grout hole 4 and the steam vent 5 with internal communication, and described sleeve body inwall is a tapered thread 6.
Embodiment 2:
Embodiment 1 described prefabricated cover grouting reinforcing steel bar connecting sleeve tube, the hoop thickness of described elastic rubber sealing ring is bigger than the slit between sleeve body and the reinforcing bar, the internal diameter of elastic rubber sealing ring is littler than reinforcing bar external diameter, and described grout hole and steam vent hole wall are provided with one section screw thread.
Embodiment 3:
The method of work of utilizing embodiment 1 or embodiment 2 described prefabricated cover grouting reinforcing steel bar connecting sleeve tubes to construct, described precast unit is after produce in factory, sleeve is inserted in its reserved steel bar 7 ends temporarily fully, and available caging bolt is temporary fixed to avoid something lost to fall, when another precast unit through hoisting and locating, its reserved steel bar 8 corresponding with it near the time, sleeve 1 is moved to the reinforcing bar junction, make sleeve be inserted in two coaxial reinforcing bars respectively to projected depth, be screwed into caging bolt 3, clamp-on elastic rubber sealing ring 2, connect grout pipe and pour into the cement-based grout material by grout hole 4, and guarantee to be in the milk closely knit by steam vent 5 exhausts, behind the grouting material setting and harden, reserved steel bar 7 and reserved steel bar 8 can be connected in one by sleeve.
Claims (3)
1. prefabricated cover grouting reinforcing steel bar connecting sleeve tube, its composition comprises: sleeve body, it is characterized in that: elastic rubber sealing ring is equipped with at described sleeve body two ends, described sleeve body bosom is provided with caging bolt, described sleeve body two ends are provided with grout hole and the steam vent with internal communication, and described sleeve body inwall is a tapered thread.
2. prefabricated cover grouting reinforcing steel bar connecting sleeve tube according to claim 1, it is characterized in that: the hoop thickness of described elastic rubber sealing ring is bigger than the slit between sleeve body and the reinforcing bar, the internal diameter of elastic rubber sealing ring is littler than reinforcing bar external diameter, and described grout hole and steam vent hole wall are provided with one section screw thread.
3. job practices of utilizing claim 1 or 2 described prefabricated covers grouting reinforcing steel bar connecting sleeve tubes, it is characterized in that: described precast unit is after produce in factory, sleeve is inserted in its reserved steel bar end temporarily fully, and available caging bolt is temporary fixed to avoid something lost to fall, when another precast unit through hoisting and locating, its reserved steel bar corresponding with it near the time, sleeve is moved to the reinforcing bar junction, make sleeve be inserted in two coaxial reinforcing bars respectively to projected depth, be screwed into caging bolt, clamp-on elastic rubber sealing ring, connect grout pipe and pour into the cement-based grout material by grout hole, and guarantee to be in the milk closely knit by the steam vent exhaust, behind the grouting material setting and harden, reserved steel bar and reserved steel bar are connected in one by sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100732511A CN102071776A (en) | 2009-11-23 | 2009-11-23 | Precast grouted steel bar connecting sleeve and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100732511A CN102071776A (en) | 2009-11-23 | 2009-11-23 | Precast grouted steel bar connecting sleeve and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102071776A true CN102071776A (en) | 2011-05-25 |
Family
ID=44030516
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009100732511A Pending CN102071776A (en) | 2009-11-23 | 2009-11-23 | Precast grouted steel bar connecting sleeve and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102071776A (en) |
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392511A (en) * | 2011-10-24 | 2012-03-28 | 上海市第二市政工程有限公司 | Sleeve pressure type grouting construction method for steel reinforcement connection |
| CN103590541A (en) * | 2013-10-17 | 2014-02-19 | 沈阳建筑大学 | Grout sleeve for connecting prefabricated member steel bars and construction method of grout sleeve |
| CN104929318A (en) * | 2014-03-18 | 2015-09-23 | 宁波市镇海路石建筑科技有限公司 | Grouting sleeve for connecting deformed steel bars |
| CN106677433A (en) * | 2016-11-25 | 2017-05-17 | 沈阳建筑大学 | Self-tightening half grouting sleeve connecting piece |
| CN107327081A (en) * | 2017-08-31 | 2017-11-07 | 重庆奇甫机械有限责任公司 | A kind of band extruding back taper grout sleeve and architectural prefab |
| CN107476499A (en) * | 2017-08-15 | 2017-12-15 | 河北易达钢筋连接技术有限公司 | A kind of jackscrew sleeve for bar connecting |
| CN107740543A (en) * | 2017-11-28 | 2018-02-27 | 湖南大学 | A kind of connection of double and muscle full grout sleeve and double and muscle connection method |
| CN107740542A (en) * | 2017-11-28 | 2018-02-27 | 湖南大学 | One kind three and the connection of muscle bunchy full grout sleeve and three and muscle bunchy connection method |
| CN107989272A (en) * | 2017-11-28 | 2018-05-04 | 湖南大学 | One kind three and muscle are in a row connected with full grout sleeve and three and muscle connection method in a row |
| CN108442613A (en) * | 2018-04-26 | 2018-08-24 | 四川森宇建筑工程有限公司 | A kind of assembled architecture construction grouting sleeve |
| CN109914700A (en) * | 2019-04-03 | 2019-06-21 | 重庆恩倍克科技有限公司 | Assembled architecture full grout sleeve and its application method |
| CN110630822A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Oil-gas multiphase flow multi-cavity heat-preservation combined pipeline structure system and construction method |
| CN110630825A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Oil-gas multiphase flow multi-cavity intelligent heat-insulation pipeline structure and construction method |
| CN110630829A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Assembly type oil-gas multiphase conveying flat cavity intelligent heat insulation pipeline structure and construction method |
| CN110630821A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Large-diameter long-distance intelligent heat-insulation combined pipeline structure and construction method thereof |
| CN110630824A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Large-diameter long-distance heat-insulation combined pipeline structure and construction method thereof |
| CN110630826A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Oil-gas multiphase conveying integrated multi-cavity pipeline structure system and construction method |
| CN110726040A (en) * | 2019-09-18 | 2020-01-24 | 东北石油大学 | Oil-gas multiphase flow flat cavity heat preservation combined pipeline structure system and construction method |
| CN112524348A (en) * | 2019-09-18 | 2021-03-19 | 中国石油天然气股份有限公司 | Assembly type long-distance pipeline structure and manufacturing method thereof |
-
2009
- 2009-11-23 CN CN2009100732511A patent/CN102071776A/en active Pending
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392511A (en) * | 2011-10-24 | 2012-03-28 | 上海市第二市政工程有限公司 | Sleeve pressure type grouting construction method for steel reinforcement connection |
| CN103590541A (en) * | 2013-10-17 | 2014-02-19 | 沈阳建筑大学 | Grout sleeve for connecting prefabricated member steel bars and construction method of grout sleeve |
| CN104929318A (en) * | 2014-03-18 | 2015-09-23 | 宁波市镇海路石建筑科技有限公司 | Grouting sleeve for connecting deformed steel bars |
| CN106677433A (en) * | 2016-11-25 | 2017-05-17 | 沈阳建筑大学 | Self-tightening half grouting sleeve connecting piece |
| CN106677433B (en) * | 2016-11-25 | 2019-01-22 | 沈阳建筑大学 | Half grout sleeve connector of self-tightening type |
| CN107476499A (en) * | 2017-08-15 | 2017-12-15 | 河北易达钢筋连接技术有限公司 | A kind of jackscrew sleeve for bar connecting |
| CN107327081A (en) * | 2017-08-31 | 2017-11-07 | 重庆奇甫机械有限责任公司 | A kind of band extruding back taper grout sleeve and architectural prefab |
| CN107740543A (en) * | 2017-11-28 | 2018-02-27 | 湖南大学 | A kind of connection of double and muscle full grout sleeve and double and muscle connection method |
| CN107740542A (en) * | 2017-11-28 | 2018-02-27 | 湖南大学 | One kind three and the connection of muscle bunchy full grout sleeve and three and muscle bunchy connection method |
| CN107989272A (en) * | 2017-11-28 | 2018-05-04 | 湖南大学 | One kind three and muscle are in a row connected with full grout sleeve and three and muscle connection method in a row |
| CN108442613A (en) * | 2018-04-26 | 2018-08-24 | 四川森宇建筑工程有限公司 | A kind of assembled architecture construction grouting sleeve |
| CN109914700A (en) * | 2019-04-03 | 2019-06-21 | 重庆恩倍克科技有限公司 | Assembled architecture full grout sleeve and its application method |
| CN110630829A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Assembly type oil-gas multiphase conveying flat cavity intelligent heat insulation pipeline structure and construction method |
| CN110630825A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Oil-gas multiphase flow multi-cavity intelligent heat-insulation pipeline structure and construction method |
| CN110630822A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Oil-gas multiphase flow multi-cavity heat-preservation combined pipeline structure system and construction method |
| CN110630821A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Large-diameter long-distance intelligent heat-insulation combined pipeline structure and construction method thereof |
| CN110630824A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Large-diameter long-distance heat-insulation combined pipeline structure and construction method thereof |
| CN110630826A (en) * | 2019-09-18 | 2019-12-31 | 东北石油大学 | Oil-gas multiphase conveying integrated multi-cavity pipeline structure system and construction method |
| CN110726040A (en) * | 2019-09-18 | 2020-01-24 | 东北石油大学 | Oil-gas multiphase flow flat cavity heat preservation combined pipeline structure system and construction method |
| CN110726040B (en) * | 2019-09-18 | 2021-01-29 | 东北石油大学 | Oil-gas multiphase flow flat cavity heat preservation combined pipeline structure system and construction method |
| CN112524348A (en) * | 2019-09-18 | 2021-03-19 | 中国石油天然气股份有限公司 | Assembly type long-distance pipeline structure and manufacturing method thereof |
| CN110630821B (en) * | 2019-09-18 | 2021-06-04 | 东北石油大学 | Large-diameter long-distance intelligent heat-insulation combined pipeline structure and construction method thereof |
| CN110630829B (en) * | 2019-09-18 | 2021-06-08 | 东北石油大学 | Assembly type oil-gas multiphase conveying flat cavity intelligent heat insulation pipeline structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102071776A (en) | Precast grouted steel bar connecting sleeve and construction method thereof | |
| CN201217890Y (en) | Nested grouting reinforced steel coupling sleeve | |
| CN102071774A (en) | Insertion grouted reinforcing steel bar connecting sleeve and construction method thereof | |
| CN201704878U (en) | Combined type reinforcement connecting sleeve | |
| CN105064619A (en) | Rebar sleeve grouting connection member for prefabricated assembled type concrete component and connection method | |
| CN207332121U (en) | A kind of PC components grout sleeve fixation kit | |
| CN105298134B (en) | Without independent grouting port reinforcing bar grouting branch sleeve and system and construction method | |
| CN204163287U (en) | Roll forming bar connecting grout sleeve | |
| CN103590541A (en) | Grout sleeve for connecting prefabricated member steel bars and construction method of grout sleeve | |
| CN205935417U (en) | Take half grout sleeve of threaded connection spare | |
| CN104314240A (en) | Grouting anchor type rebar connection sleeve and manufacturing method thereof | |
| CN201217889Y (en) | Plug-in type grouting reinforced steel coupling sleeve | |
| CN204826423U (en) | Prefabricated assembled is reinforcing bar sleeve grout connecting piece for concrete member | |
| CN210562975U (en) | Prefabricated assembled hollow sandwich concrete-filled steel tube component | |
| CN102966185A (en) | Novel concrete-filled steel tube connection joint and construction method thereof | |
| CN208347790U (en) | Assembled two serves as a contrast u-shaped tube chip architecture and its reinforcing bar mould | |
| CN103556786A (en) | Connecting and grouting sleeve for assembled prefabricated member steel bars and construction method thereof | |
| CN103953163A (en) | Reinforced connector formed by low alloy steel in casting and machining manners | |
| CN204199543U (en) | The full grouting connecting reinforcement sleeve of the variable cross section realized by technique for rolling | |
| CN202266018U (en) | Template sealing structure for grouting of connecting sleeve | |
| CN104110102A (en) | Prestressed corrugated pipe fixing device and method for rapid and accurate positioning | |
| CN108774947B (en) | Ultra-high-strength concrete connection structure of assembled bridge pier column and construction method | |
| CN207228480U (en) | A kind of assembly of shear wall structure exterior wall reinforcing bar is partly in the milk attachment device | |
| CN107700756A (en) | A kind of assembly of shear wall structure exterior wall reinforcing bar is partly in the milk attachment means | |
| CN204001431U (en) | The connection grout sleeve of prefabricated member reinforcing steel bar |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110525 |