CN205935417U - Take half grout sleeve of threaded connection spare - Google Patents
Take half grout sleeve of threaded connection spare Download PDFInfo
- Publication number
- CN205935417U CN205935417U CN201620720228.2U CN201620720228U CN205935417U CN 205935417 U CN205935417 U CN 205935417U CN 201620720228 U CN201620720228 U CN 201620720228U CN 205935417 U CN205935417 U CN 205935417U
- Authority
- CN
- China
- Prior art keywords
- sleeve
- grout
- threaded connection
- connection spare
- connector
- Prior art date
Links
- 239000011440 grout Substances 0.000 title claims abstract description 28
- 229920001971 elastomer Polymers 0.000 claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 3
- 239000010959 steel Substances 0.000 claims abstract description 3
- 238000007789 sealing Methods 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 4
- 239000003292 glue Substances 0.000 claims 1
- 229920001195 polyisoprene Polymers 0.000 claims 1
- 239000004567 concrete Substances 0.000 abstract description 8
- 239000004570 mortar (masonry) Substances 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 210000004080 Milk Anatomy 0.000 abstract 1
- 239000008267 milk Substances 0.000 abstract 1
- 235000013336 milk Nutrition 0.000 abstract 1
- 230000003014 reinforcing Effects 0.000 description 10
- 230000000694 effects Effects 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 210000003128 Head Anatomy 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Abstract
The utility model discloses a take half grout sleeve of threaded connection spare, this half grout sleeve include threaded connection spare (5), cover barrel (2), be in the milk mouth (3), grout outlet (4) and elasticity rubber seal (7), in, the one end in the cover barrel (2) is equipped with threaded connection spare (5), and the other end is equipped with elasticity rubber seal (7). Be equipped with grout mouthful (6) and grout outlet (7) on the outer wall of cover barrel (2) side. One end and threaded connection spare (5) of fixed side spiral (1) meet, insert the one end of side spiral (8) and pass elasticity rubber seal (7). Cover barrel (2) inner wall is offered threadedly, has the connecting piece internal thread to open with the outside in threaded connection spare (5) and has the connecting piece recess. The utility model discloses for traditional sleeve, increased the mortar bond stress, improved steel bar connection's firm degree, simple manufacture has, and advantages such as low cost be particularly useful for the connection of roof beam, post, shear force wall component longitudinal reinforcement, but the wide application have wide engineering application prospect in prefabricated concrete structure.
Description
Technical field
The utility model is related to a kind of grouting anchor sleeve connector for bar connecting between precast concrete, belongs to
In construction engineering technical field, half grout sleeve of half grout sleeve of specially a kind of provided with threaded connector.
Background technology
It is known that prefabricated assembled concrete structure is a kind of version meeting industrialized production, have
Speed of application is fast, labour intensity is low, noise pollution and the advantage such as wet trade is few and product quality is easy to control, is China's future architecture
Developing direction.
The core of prefabricated assembled concrete structure and difficult point are the connectivity problems of reinforcing bar.Common bar connecting form has
Be mechanically connected, be welded to connect, overlapping connection etc., but all deposit need to pour at connecting node upon connection after the asking of pouring concrete
Topic, the reinforcing bar that stretches out of another part can be inserted during construction with pre-plugged in concrete member by cement grout sleeve connection
In the corresponding sleeve of this part, then ungauged regions high strength cement mortar is poured into branch sleeve, fill up between sleeve and reinforcing bar
Gap, after cement mortar hardening, two reinforcing bars are just securely joined together, thus reaching the purpose connecting two end bars, even
Connect and rear pouring concrete at node, need not be poured, the joint efficiency of node is higher.
At present, China various places are put into effect related specifications of prefabricated concrete structure, in code the connection of reinforcing bar recommend to adopt
Connected with grout sleeve.This is primarily due to, and compared with other connected modes, grout sleeve connection has the advantage that：①
Technology maturation；2. connect reliable.Abroad substantial amounts of engineering practice proves, this method of attachment is simple to operation, and joint effect is good
Good.
Grout sleeve is divided into full grout sleeve and half grout sleeve by version, and the joint two ends of full grout sleeve are all adopted
Connect reinforcing bar with the mode of grouting；Joint one end of half grout sleeve adopts grouting way to connect reinforcing bar, and the other end adopts non-filling
Slurry mode connects reinforcing bar, and the usual other end uses threaded form.
There is mortar bond stress deficiency in half traditional grout sleeve, bar connecting difficult quality controls, processing difficulties, form
Heavy, high cost disadvantage, is unfavorable for the development of current China housing industrialization and building industrialization.
Utility model content
For solving the problems, such as to work as first half grout sleeve, a kind of half grouting set of provided with threaded connector of the utility model
Cylinder, including threaded connector (5), sleeve body (2), grouting mouth (3), grout outlet (4) and elastic rubber sealing ring (7), in, sleeve
One end in body (2) is provided with threaded connector (5), and the other end is equipped with elastic rubber sealing ring (7).Outside sleeve body (2) side
Wall is provided with grouting mouth (6) and grout outlet (7).One end of affixed side spiral (1) is connected with threaded connector (5), insertion
One end of side spiral (8) passes through elastic rubber sealing ring (7).
Described connector (5) is provided with connector internal thread and the recessed grain of connector.
Described sleeve body (2) is seamless steel pipe, and inner side is provided with screw thread.
Described elastic rubber sealing ring (7) internal diameter is little compared with insertion side spiral (8) diameter, and external diameter is compared with sleeve body (2)
Internal diameter is big.
Beneficial effect：The utility model, with respect to conventional sleeve, increases mortar bond stress, improves the jail of bar connecting
Gu degree, there is making simply, the advantages of with low cost, be particularly suited for beam, post, the connection of shearing wall member longitudinal reinforcement,
Can be widely applied in prefabricated concrete structure, there is wide future in engineering applications.
Brief description
Fig. 1 is structural representation of the present utility model.
Specific embodiment
Below in conjunction with the accompanying drawings embodiment of the present utility model is made an explanation
As shown in figure 1, a kind of provided with threaded connector of the present utility model half grout sleeve, including：Connector 5, set
Cylinder 2, grouting mouth 3, place's slurry mouth 4, elastic rubber sealing ring 7.On described connector 5, inner side is provided with connector internal thread, outward
Side is provided with the recessed grain of connector.During use, one that is provided with elastic rubber sealing ring 7 can be inserted directly into reinforcing bar 8, be provided with screw thread
One of connector 5 is threaded connection part 5 and is connected with the reinforcing bar 1 being provided with screw thread silk head.
Claims (4)
1. a kind of half grout sleeve of provided with threaded connector is it is characterised in that include threaded connector (5), sleeve body (2), grouting
Mouth (3), grout outlet (4) and elastic rubber sealing ring (7), in, the one end in sleeve body (2) is provided with threaded connector (5), another
End is equipped with elastic rubber sealing ring (7)；The outer wall of sleeve body (2) side be provided with grouting mouth (3) and grout outlet (4)；Affixed side
One end of spiral (1) is connected with threaded connector (5), and one end of insertion side spiral (8) passes through elastic caoutchouc to seal
Circle (7).
2. a kind of half grout sleeve of provided with threaded connector according to claim 1 is it is characterised in that described connector
(5) it is provided with connector internal thread and the recessed grain of connector.
3. a kind of half grout sleeve of provided with threaded connector according to claim 1 is it is characterised in that described sleeve body
(2) it is seamless steel pipe, inner side is provided with screw thread.
4. a kind of half grout sleeve of provided with threaded connector according to claim 1 is it is characterised in that described elastic rubber
Glue sealing ring (7) internal diameter is little compared with insertion side spiral (8) diameter, and external diameter is big compared with sleeve body (2) internal diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620720228.2U CN205935417U (en) | 2016-07-08 | 2016-07-08 | Take half grout sleeve of threaded connection spare |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620720228.2U CN205935417U (en) | 2016-07-08 | 2016-07-08 | Take half grout sleeve of threaded connection spare |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935417U true CN205935417U (en) | 2017-02-08 |
Family
ID=57929373
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620720228.2U CN205935417U (en) | 2016-07-08 | 2016-07-08 | Take half grout sleeve of threaded connection spare |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935417U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106801488A (en) * | 2017-03-23 | 2017-06-06 | 深圳市现代营造科技有限公司 | A kind of bar connecting grout sleeve |
| CN107023121A (en) * | 2017-04-28 | 2017-08-08 | 广东省建科建筑设计院有限公司 | A kind of reinforcing bar grout sleeve connected for prefabricated concrete structure ductility |
| CN108442612A (en) * | 2018-03-20 | 2018-08-24 | 浙江省建筑科学设计研究院有限公司 | The standardization joint structure method of the horizontal longitudinal reinforcement connection of precast beam and anchoring |
| WO2018170980A1 (en) * | 2017-03-23 | 2018-09-27 | 深圳市现代营造科技有限公司 | Grout sleeve for steel bar connection |
| CN109487958A (en) * | 2018-10-22 | 2019-03-19 | 北京工业大学 | A kind of self-centering half grout sleeve construction of achievable reinforcing bar and the practice |
-
2016
- 2016-07-08 CN CN201620720228.2U patent/CN205935417U/en active IP Right Grant
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106801488A (en) * | 2017-03-23 | 2017-06-06 | 深圳市现代营造科技有限公司 | A kind of bar connecting grout sleeve |
| WO2018170980A1 (en) * | 2017-03-23 | 2018-09-27 | 深圳市现代营造科技有限公司 | Grout sleeve for steel bar connection |
| CN107023121A (en) * | 2017-04-28 | 2017-08-08 | 广东省建科建筑设计院有限公司 | A kind of reinforcing bar grout sleeve connected for prefabricated concrete structure ductility |
| CN108442612A (en) * | 2018-03-20 | 2018-08-24 | 浙江省建筑科学设计研究院有限公司 | The standardization joint structure method of the horizontal longitudinal reinforcement connection of precast beam and anchoring |
| CN109487958A (en) * | 2018-10-22 | 2019-03-19 | 北京工业大学 | A kind of self-centering half grout sleeve construction of achievable reinforcing bar and the practice |
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|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model |