CN110130584A - Pressure type grout sleeve device suitable for the connection of prefabricated concrete structure reinforcing bar - Google Patents
Pressure type grout sleeve device suitable for the connection of prefabricated concrete structure reinforcing bar Download PDFInfo
- Publication number
- CN110130584A CN110130584A CN201910354034.3A CN201910354034A CN110130584A CN 110130584 A CN110130584 A CN 110130584A CN 201910354034 A CN201910354034 A CN 201910354034A CN 110130584 A CN110130584 A CN 110130584A
- Authority
- CN
- China
- Prior art keywords
- control valve
- steel bushing
- grout outlet
- inlet pipe
- pressure gauge
- 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
- 239000011440 grout Substances 0.000 title claims abstract description 47
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 21
- 239000004567 concrete Substances 0.000 title claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 62
- 239000010959 steel Substances 0.000 claims abstract description 62
- 238000007569 slipcasting Methods 0.000 claims abstract description 20
- 239000002002 slurry Substances 0.000 claims description 30
- 238000007789 sealing Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 5
- 238000010008 shearing Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 4
- 238000004064 recycling Methods 0.000 abstract description 2
- 239000004568 cement Substances 0.000 description 8
- 238000009434 installation Methods 0.000 description 5
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 229920002472 Starch Polymers 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 235000019698 starch Nutrition 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 235000013336 milk Nutrition 0.000 description 2
- 239000008267 milk Substances 0.000 description 2
- 210000004080 milk Anatomy 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 239000008107 starch Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000009955 starching Methods 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention discloses a kind of pressure type grout sleeve device suitable for the connection of prefabricated concrete structure reinforcing bar, and steel bushing is hollow structure, and the reinforcing bar of supply and demand connection passes through；Two end side surfaces of steel bushing open up stock inlet and grout outlet respectively；Slip casting connector includes the first inlet pipe, the second inlet pipe, the first control valve and grouter, wherein, grouter connects one end of the first control valve by the first inlet pipe, and the other end of the first control valve connects the stock inlet on steel bushing by the second inlet pipe；Pulp controller includes first to third grout outlet, the second control valve, pressure gauge and check valve, wherein, one end of second control valve connects the grout outlet on steel bushing by the first grout outlet, the other end of second control valve connects one end of pressure gauge by the second grout outlet, and the other end of pressure gauge connects check valve by third grout outlet.Such device can realize recycling for section components, and can effectively improve steel bushing grouting construction quality.
Description
Technical field
The present invention relates to a kind of pressure type grout sleeve devices suitable for the connection of prefabricated concrete structure reinforcing bar.
Background technique
It is in the milk in connection sleeve grouting works in precast reinforced concrete structure joint reinforcing bar, due to grouting equipment letter
Plain, grouting pressure is low and site operation peopleware etc. influences, and often results in the problems such as conventional steel bushing grouting quality of connection is poor, special
The problem of not being injecting cement paste leakiness in steel bushing, influencing connection effect.
In addition, steel bushing is in the milk, quality of connection detects more difficult afterwards, is the difficult point of quality control, perplexs the technology always
Using and Popularization And Development.
Summary of the invention
The purpose of the present invention is to provide a kind of pressure type grouting set suitable for the connection of prefabricated concrete structure reinforcing bar
Wound packages is set, and can realize recycling for section components, and can effectively improve steel bushing grouting construction quality.
In order to achieve the above objectives, solution of the invention is:
A kind of pressure type grout sleeve device suitable for the connection of prefabricated concrete structure reinforcing bar, including steel bushing, note
Starch connector and pulp controller；
The steel bushing is hollow structure, and the reinforcing bar of supply and demand connection passes through；Two end side surfaces of the steel bushing open up respectively
Stock inlet and grout outlet；
The slip casting connector includes the first inlet pipe, the second inlet pipe, the first control valve and grouter, wherein is filled
Pulp grinder connects one end of the first control valve by the first inlet pipe, and the other end of the first control valve is connected by the second inlet pipe
Connect the stock inlet on steel bushing；
The pulp controller includes first to third grout outlet, the second control valve, pressure gauge and check valve,
In, one end of the second control valve connects the grout outlet on steel bushing, the other end of the second control valve by the first grout outlet
One end of pressure gauge is connected by the second grout outlet, the other end of pressure gauge connects check valve by third grout outlet.
Groove is also respectively set in the both ends inner wall of above-mentioned steel bushing, for accommodating wedge-shaped rubber sealing ring.
Between above-mentioned first inlet pipe and grouter, the first control valve, the second inlet pipe and the first control valve, into slurry
Threaded connection is all made of between mouthful.
Between above-mentioned first grout outlet and the second control valve, grout outlet, the second grout outlet and the second control valve, pressure
Between meter, between third grout outlet and pressure gauge, it is all made of threaded connection.
Above-mentioned second inlet pipe, the first grout outlet are all made of steel material and are made.
Above-mentioned pressure gauge meets design 1.5 times of ranges of grouting pressure.
The inner wall of above-mentioned steel bushing is further fixed on several shear keies, and shear key is symmetrical from the middle position of steel bushing to both ends
Arrangement.
After adopting the above scheme, the present invention is connected for precast reinforced concrete structure joint reinforcing bar, has following skill
Art effect:
(1) the achievable steel bushing high-pressure slip-casting of the present invention, from closed, slip casting connector and pulp controller follow sleeve ends
Ring utilizes, and can effectively realize quick, convenient and environmentally friendly feature；
(2) present invention has many advantages, such as to save slurry, rapid construction, avoids sleeve slip casting plumpness deficiency problem, effectively
Control the problem of compactness of grouting difference in casing；
(3) present invention solves the problems, such as that quality accident control is difficult, construction is cumbersome, effectively avoids the hair of quality accident
It is raw；
(4) present invention installation is simple, is easy to effective fixation, time saving and energy saving.
Detailed description of the invention
Fig. 1 is schematic perspective view of the invention；
Fig. 2 is steel bushing end plane schematic diagram in the present invention；
Fig. 3 is the structural schematic diagram of pulp controller in the present invention；
Fig. 4 is the structural schematic diagram of slip casting connector in the present invention.
Specific embodiment
Below with reference to attached drawing, technical solution of the present invention and beneficial effect are described in detail.
As shown in Figure 1, the present invention provides a kind of pressure type grouting set suitable for the connection of prefabricated concrete structure reinforcing bar
Wound packages is set, including steel bushing, slip casting connector and pulp controller, is introduced separately below.
The steel bushing 3 is hollow structure, and the reinforcing bar 1 of supply and demand connection passes through；In the present embodiment, also in steel bushing 3
Groove is respectively set in both ends inner wall, for accommodating sealing ring 2, cooperates shown in Fig. 2, sealing ring 2 uses wedge structure, rubber material
Matter has the characteristics that the microdilatancy that absorbs water, and sealing ring 2 is located between 3 inner wall of reinforcing bar 1 and steel bushing, in grouting, slurry jacking,
Make to agree with closer, the effect of the end of sealing steel bushing 3 after realization injection slurry；The inner wall of the steel bushing 3 is additionally provided with anti-
Cut key 5, cooperate shown in Fig. 2, the middle position of shear key 5 from steel bushing 3 is arranged symmetrically to both ends, between adjacent shear key between
Away from preferably steel bushing internal diameter, shear key and steel bushing can be specifically made into integration, be conducive to reinforcing bar shearing resistance extraction in this way；It is described
Two end side surfaces of steel bushing 3 open up stock inlet 7 and grout outlet 6 respectively, by forming cement starch to 3 inside slip casting of steel bushing
The function of connection reinforcing bar is realized in the inducing decomposition of calculi 4.
As shown in figure 4, the slip casting connector includes two sections of inlet pipes 14, control valve 11 and grouter 12, wherein fill
Pulp grinder 12 connects one end of control valve 11 by one section of inlet pipe 14, and the other end of control valve 11 passes through another section of inlet pipe
Stock inlet 7 on 14 connection steel bushings 3, control valve 11 have the function of grout injection control；The inlet pipe 14 and stock inlet 7,
It is all made of threaded connection between control valve 11, grouter 12, has the characteristics that easy for installation, good leak tightness.Cement slurry is through infusing
It starches connector and injects steel bushing 3, after grouting quantity and pressure reach design requirement, close the control valve 11 of slip casting connector,
Realize screen slurry.
As shown in figure 3, the pulp controller is for connecting grout outlet 6, it can be achieved that the observation of slip casting plumpness and pressure stabilizing screen
The function of slurry specifically includes three sections of grout outlets 13, control valve 8, pressure gauge 9 and check valve 10, wherein control valve 8
One end connects the grout outlet 6 on steel bushing 3 by first segment grout outlet 13, and the other end of control valve 8 passes through second segment pulp
Pipe 13 connects one end of pressure gauge 9, and the other end of pressure gauge 9 connects check valve 10 by third section grout outlet 13；Work as injection
When slurry is flowed out from pulp controller, check valve 10 is closed, slurry pressure increases in steel bushing 3 at this time, and pressure gauge 9 is surveyed in real time
Amount, operator reads according to pressure gauge to be judged whether to reach design pressure, closing control valve 8 if reaching design pressure,
Realize screen slurry.The grout outlet 13 and grout outlet 6, pressure gauge 9, are all made of screw thread company between check valve 10 at control valve 8
It connects, pulp controller can be used in turn after 8 screen of control valve is starched and closed.
In the present embodiment, for slip casting connector equipped with inlet pipe 2 and control valve 1, pulp controller is furnished with pulp
Pipe 3, control valve 1, pressure gauge 1 and check valve 1, all connectors use threaded form, it can be achieved that installation
Conveniently, the characteristics of good leak tightness.
Slip casting connector is made of control valve both ends installation inlet pipe, and one end can freely connect steel sleeve stock inlet, separately
One end is connect with grouter, and when reaching grouting pressure and grouting quantity, closing control valve unclamps the defeated slurry connecting with grouter
Pipe, grouter grouting terminate.Pulp controller is connect by grout outlet with steel bushing grout outlet, when grout outlet outflow slurry is full
Check valve is closed, grouting works with pressure are formed, when grouting pressure meets design requirement, closes pulp controller control valve
Door forms screen slurry.
The length of entry/exit slurry pipe should be connected using steel material herein into and out of slurry pipe into and out of what slurry mouth was connect with steel bushing
Degree meets depth and installation minimum length in steel bushing embedment component, and other materials, intensity can be used in remaining entry/exit slurry pipe
It is able to satisfy design grouting pressure and is reliably connected.
The main function of control valve is opening and closing, can satisfy pipeline and opens and be closed, but leakproofness will be got well.Pressure
The main function of meter is to read grouting pressure in steel bushing, should meet design 1.5 times of ranges of grouting pressure.
The working condition of steel bushing are as follows: cement slurry injects cavity by stock inlet 7, as grouting amount gradually increases, filling
Then gap between steel bushing 3 and reinforcing bar 1 is flowed out by grout outlet 6；Meanwhile cement slurry is when entering in steel bushing 3, steel
2 water swelling of wedge-shaped rubber sealing ring at 3 both ends of sleeve, sealed port.Institute's cementing slurry exists in steel bushing in the process
Closely knit molding under high pressure.
The working condition of slip casting connector are as follows: cement slurry is injected steel from stock inlet 7 through slip casting connector by grouter 12
In sleeve 3, after reaching design grouting pressure and grouting amount, closing control valve 11 forms screen pulpous state state.Shield when reaching design
After starching the time, slip casting connector is removed, pipeline clear water is cleaned and used again.
The working condition of pulp controller are as follows: institute's cementing slurry is by grout outlet 6 through pulp controller stream in steel bushing 3
Out, after observation outflow slurry plumpness reaches requirement, check valve 10 is closed, whole system is in pressurized state, by pressure gauge 9
Actual pressure value is read, after pressure reaches design grouting pressure, closing control valve 8 forms screen pulpous state state.When reaching screen slurry
Between after, remove pulp controller, pipeline clear water is cleaned and used again.
In summary, the present invention provides a kind of pressure grouting set suitable for the connection of prefabricated concrete structure joint reinforcing bar
Wound packages is set, and the reinforcing bar 1 that need to be connected can be inserted in steel bushing 3, installs slip casting connector, cement slurry in the stock inlet 7 of steel bushing 3
Body is successively injected in steel bushing 3 through inlet pipe 14, control valve 11, inlet pipe 14 by grouter 12；Gradually with injection slurry
It fills between steel bushing 3 and reinforcing bar 1, slurry can be flowed out from pulp controller, close check valve 10, stablize grouting pressure, screen
Closing control valve 8, pulp controller can remove reuse to slurry after a certain period of time.High-pressure slip-casting can make the cement in steel bushing
Slurry is more closely knit.
The above examples only illustrate the technical idea of the present invention, and this does not limit the scope of protection of the present invention, all
According to the technical idea provided by the invention, any changes made on the basis of the technical scheme each falls within the scope of the present invention
Within.
Claims (7)
1. a kind of pressure type grout sleeve device suitable for the connection of prefabricated concrete structure reinforcing bar, it is characterised in that: including
Steel bushing, slip casting connector and pulp controller；
The steel bushing is hollow structure, and the reinforcing bar of supply and demand connection passes through；Two end side surfaces of the steel bushing are opened up respectively into slurry
Mouth and grout outlet；
The slip casting connector includes the first inlet pipe, the second inlet pipe, the first control valve and grouter, wherein grouter
One end of the first control valve is connected by the first inlet pipe, the other end of the first control valve connects steel by the second inlet pipe
Stock inlet on sleeve；
The pulp controller includes first to third grout outlet, the second control valve, pressure gauge and check valve, wherein the
One end of two control valves connects the grout outlet on steel bushing by the first grout outlet, and the other end of the second control valve passes through the
Two grout outlets connect one end of pressure gauge, and the other end of pressure gauge connects check valve by third grout outlet.
2. sleeve arrangement as described in claim 1, it is characterised in that: the both ends inner wall of the steel bushing is also respectively set recessed
Slot, for accommodating wedge-shaped rubber sealing ring.
3. sleeve arrangement as described in claim 1, it is characterised in that: first inlet pipe and grouter, the first control valve
Between door, it is all made of and is threadedly coupled between the second inlet pipe and the first control valve, stock inlet.
4. sleeve arrangement as described in claim 1, it is characterised in that: first grout outlet and the second control valve, pulp
Between mouthful, between the second grout outlet and the second control valve, pressure gauge, between third grout outlet and pressure gauge, it is all made of screw thread
Connection.
5. sleeve arrangement as described in claim 1, it is characterised in that: second inlet pipe, the first grout outlet are all made of steel
Prepared material is made.
6. sleeve arrangement as described in claim 1, it is characterised in that: the pressure gauge meets 1.5 times of grouting pressure amounts of design
Journey.
7. sleeve arrangement as described in claim 1, it is characterised in that: the inner wall of the steel bushing is further fixed on several shearing resistances
Key, shear key are arranged symmetrically from the middle position of steel bushing to both ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910354034.3A CN110130584A (en) | 2019-04-29 | 2019-04-29 | Pressure type grout sleeve device suitable for the connection of prefabricated concrete structure reinforcing bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910354034.3A CN110130584A (en) | 2019-04-29 | 2019-04-29 | Pressure type grout sleeve device suitable for the connection of prefabricated concrete structure reinforcing bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110130584A true CN110130584A (en) | 2019-08-16 |
Family
ID=67575505
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910354034.3A Pending CN110130584A (en) | 2019-04-29 | 2019-04-29 | Pressure type grout sleeve device suitable for the connection of prefabricated concrete structure reinforcing bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110130584A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270814A (en) * | 2020-03-22 | 2020-06-12 | 石家庄铁道大学 | PC component sleeve quantitative grouting device with steel bar positioning and sealing functions |
| CN111270859A (en) * | 2020-01-21 | 2020-06-12 | 中国建筑股份有限公司 | Air exhaust system for assembled concrete grouting sleeve and construction method of air exhaust system |
| CN112081380A (en) * | 2020-09-16 | 2020-12-15 | 广东博智林机器人有限公司 | Grouting gun for sleeve grouting and sleeve grouting equipment |
| CN112983006A (en) * | 2021-01-25 | 2021-06-18 | 侯金林 | Vacuum grouting device for fabricated building structure and construction method thereof |
| CN113846769A (en) * | 2021-09-09 | 2021-12-28 | 富利建设集团有限公司 | Precast concrete shear force wall installation slip casting detection device |
| CN113981841A (en) * | 2021-11-24 | 2022-01-28 | 山东交通学院 | Curved surface pier column tapping sampling grouting reinforcement device and reinforcement method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2034857A (en) * | 1978-09-07 | 1980-06-11 | Lande I W | Connecting reinforcement rods |
| CN204199543U (en) * | 2014-09-03 | 2015-03-11 | 北京土木恒通工程技术有限公司 | The full grouting connecting reinforcement sleeve of the variable cross section realized by technique for rolling |
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| CN207714628U (en) * | 2017-11-20 | 2018-08-10 | 中国建筑股份有限公司 | A kind of branch sleeve, prefabricated components and its connection structure without independent grout outlet |
| CN109296135A (en) * | 2018-08-28 | 2019-02-01 | 查晓雄 | A kind of half grout sleeve grout construction method |
-
2019
- 2019-04-29 CN CN201910354034.3A patent/CN110130584A/en active Pending
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|---|---|---|---|---|
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| CN204199543U (en) * | 2014-09-03 | 2015-03-11 | 北京土木恒通工程技术有限公司 | The full grouting connecting reinforcement sleeve of the variable cross section realized by technique for rolling |
| CN206928524U (en) * | 2017-06-20 | 2018-01-26 | 上海宇辉住宅工业有限公司 | Full grout sleeve |
| CN207714628U (en) * | 2017-11-20 | 2018-08-10 | 中国建筑股份有限公司 | A kind of branch sleeve, prefabricated components and its connection structure without independent grout outlet |
| CN109296135A (en) * | 2018-08-28 | 2019-02-01 | 查晓雄 | A kind of half grout sleeve grout construction method |
Non-Patent Citations (1)
| Title |
|---|
| 《水利水电工程施工实用手册》编委会: "《灌浆工程施工》", 中国环境出版社, pages: 262 - 264 * |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270859A (en) * | 2020-01-21 | 2020-06-12 | 中国建筑股份有限公司 | Air exhaust system for assembled concrete grouting sleeve and construction method of air exhaust system |
| CN111270814A (en) * | 2020-03-22 | 2020-06-12 | 石家庄铁道大学 | PC component sleeve quantitative grouting device with steel bar positioning and sealing functions |
| CN111270814B (en) * | 2020-03-22 | 2021-03-12 | 石家庄铁道大学 | PC component sleeve quantitative grouting device with steel bar positioning and sealing functions |
| CN112081380A (en) * | 2020-09-16 | 2020-12-15 | 广东博智林机器人有限公司 | Grouting gun for sleeve grouting and sleeve grouting equipment |
| CN112983006A (en) * | 2021-01-25 | 2021-06-18 | 侯金林 | Vacuum grouting device for fabricated building structure and construction method thereof |
| CN113846769A (en) * | 2021-09-09 | 2021-12-28 | 富利建设集团有限公司 | Precast concrete shear force wall installation slip casting detection device |
| CN113981841A (en) * | 2021-11-24 | 2022-01-28 | 山东交通学院 | Curved surface pier column tapping sampling grouting reinforcement device and reinforcement method |
| CN113981841B (en) * | 2021-11-24 | 2023-08-22 | 山东交通学院 | Curved surface pier stud perforating sampling grouting reinforcement device and reinforcement method |
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