CN204826426U - Grout sleeve for steel bar connection - Google Patents
Grout sleeve for steel bar connection Download PDFInfo
- Publication number
- CN204826426U CN204826426U CN201520570899.0U CN201520570899U CN204826426U CN 204826426 U CN204826426 U CN 204826426U CN 201520570899 U CN201520570899 U CN 201520570899U CN 204826426 U CN204826426 U CN 204826426U
- Authority
- CN
- China
- Prior art keywords
- metal sleeve
- sleeve
- reinforcing bar
- grout
- sealing ring
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model discloses a grout sleeve for steel bar connection, lay at the sealing washer at metal sleeve both ends respectively, install at the metal sleeve middle part and to two including the metal sleeve, two who is used for connecting two reinforcing bars the reinforcing bar carries out spacing locating part and by filling in metal sleeve and two the grout structure of the grout material formation between the reinforcing bar in the cavity, metal sleeve is the connecting sleeve of fish belly shape, two reinforcing bars be respectively inserting from left to right in the metal sleeve first reinforcing bar and by inserting the second reinforcing bar in the metal sleeve in the right side a to left side, the length that first reinforcing bar and second reinforcing bar equipartition were established in just the two inserts metal sleeve on metal sleeve's the central axis is 3d-6d, it has a grout hole to open on metal sleeve's the right side lateral wall to have an exhaust hole and open on the lateral wall on the left of its. The utility model has the advantages of simple structure and reasonable design and processing is makeed and is used easy and simple to handle, excellent in use effect, can accomplish the steel bar connection process portably, fast and connect reliably.
Description
Technical field
The utility model belongs to precast unit technical field of construction, especially relates to a kind of bar connecting grout sleeve.
Background technology
Development architectural industrialization is the right-about that architecture production mode is produced from extensive production to intensive style, is inevitable approach and the developing direction of industry modernization.Adopting prefabricated assembled concrete structure to be the effective way realizing architectural industrialization, is take concrete prefabricated element as main member, through the concrete structure that assembling, connection and part are cast-in-place.External concrete prefabricated element and steel concrete are almost started to walk simultaneously, and the industrialization precast unit in Modern Significance just obtains true development before half a century.
The bar connecting mode adopted in existing precast concrete mainly contains sleeve grouting connection and is connected two kinds of connected modes with constraint slurry anchor.During actual use, above-mentioned two kinds of connected modes cut both ways.Wherein, the major advantage of sleeve grouting connected mode connects reliably, but because the connecting portion size of prefabricated assembled concrete structure is less, and currently used branch sleeve size is comparatively large, internal construction is complicated, and not only processing and fabricating cost is high, complex process, steel demand is larger, and bar connecting difficulty is high, construction inconvenience, time-consuming; And the major advantage of constraint slurry anchor connected mode is cheap, but complex manufacturing technology, it is very long that bar splicing obtains length, wastes reinforcing bar and be unfavorable for construction.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, a kind of bar connecting grout sleeve is provided, simple, the reasonable in design and processing and fabricating of its structure and use easy and simple to handle, result of use good, bar connecting process can be completed easy, fast and connect reliable.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of bar connecting grout sleeve, it is characterized in that: comprise the metal sleeve for connecting two reinforcing bars, two sealing rings being laid in metal sleeve two ends respectively, be arranged on the grouting structure of carrying out spacing locating part and being formed by the grouting material be poured between metal sleeve and two described reinforcing bars in cavity in the middle part of metal sleeve and to two described reinforcing bars, described metal sleeve is the branch sleeve of fish belly shape, two described reinforcing bars are fastenedly connected by grouting structure and metal sleeve and are integrated, two described reinforcing bars are respectively the first reinforcing bar inserted from left to right in metal sleeve and the second reinforcing bar inserted from right to left in metal sleeve, and the left end of described metal sleeve has the left reinforcing bar socket for the first reinforcing bar insertion and its right-hand member has the right reinforcing bar socket inserted for the second reinforcing bar, two described sealing rings are symmetrically laid and the two is respectively and carries out the left sealing ring of shutoff to described left reinforcing bar socket and described right reinforcing bar socket is carried out to the right sealing ring of shutoff, are interference fit between described left reinforcing bar socket and left sealing ring and between described right reinforcing bar socket and right sealing ring, described left ring set on the first reinforcing bar, and left sealing ring has the through hole penetrated for the first reinforcing bar, described right ring set on the second reinforcing bar, and right sealing ring has the through hole penetrated for the second reinforcing bar, and described first reinforcing bar is identical with the diameter of the second reinforcing bar, the cross section of described metal sleeve is circular and largest diameter in the middle part of it, the middle part outer diameter D 1 >=2.5d+30mm of described metal sleeve and the outer diameter D 2 >=2.5d+15mm at two ends up and down, and wherein d is the diameter of the first reinforcing bar, on the central axis that described first reinforcing bar and the second reinforcing bar are all laid in metal sleeve and the two length inserted in metal sleeve is 3d ~ 6d, described first reinforcing bar and the second reinforcing bar length sum inserted in metal sleeve are less than the length of metal sleeve, the right sidewall of described metal sleeve have a steam vent and sidewall have a grout hole on the left of it.
Above-mentioned a kind of bar connecting grout sleeve, is characterized in that: described metal sleeve is ductile iron cylinder.
Above-mentioned a kind of bar connecting grout sleeve, is characterized in that: described locating part is the caging bolt be from top to bottom screwed in metal sleeve, and described caging bolt and metal sleeve are vertical runs.
Above-mentioned a kind of bar connecting grout sleeve, is characterized in that: described left sealing ring and right sealing ring are rubber seal; The wall thickness of described metal sleeve is 3mm ~ 5mm; The thickness of described left sealing ring and right sealing ring is 4mm ~ 8mm.
Above-mentioned a kind of bar connecting grout sleeve, is characterized in that: the length of described metal sleeve is 11d ~ 12d.
Above-mentioned a kind of bar connecting grout sleeve, is characterized in that: described steam vent is equipped with stack, described grout hole is equipped with grout pipe, and described stack and grout pipe are all vertical runs with metal sleeve.
Above-mentioned a kind of bar connecting grout sleeve, is characterized in that: described stack and grout pipe are pvc pipe.
Above-mentioned a kind of bar connecting grout sleeve, is characterized in that: the inwall of described metal sleeve is zigzag.
Above-mentioned a kind of bar connecting grout sleeve, it is characterized in that: described metal sleeve comprises middle part sleeve sections and the symmetrical sidepiece sleeve sections being laid in the sleeve sections left and right sides, described middle part, described middle part sleeve sections is cylindrical, and described sidepiece sleeve sections is conical and its external diameter reduces from the inside to the outside gradually; The length of described middle part sleeve sections is 30mm ~ 50mm.
Above-mentioned a kind of bar connecting grout sleeve, is characterized in that: described steam vent and described grout hole are laid at grade.
The utility model compared with prior art has the following advantages:
1, the grout sleeve structure adopted is simple, reasonable in design and input cost is low.
2, the grout sleeve processing and fabricating adopted is easy and appearance and size is little, takes up room little.
3, use easy and simple to handle, easy construction and the connecting method for reinforcing bars step adopted simple, reasonable in design, realize convenient and joint efficiency is high, good connecting effect, metal sleeve structure simple and its in the middle part of be provided with caging bolt, reinforcing bar location can be carried out easily, only caging bolt need be screwed into during construction, two connecting reinforcements are inserted in metal sleeve and is in the milk, can bar connecting be completed.Fish belly shape metal sleeve is adopted to play the effect of constraint grouting material.Starch compared with anchor connects with constraint, eliminate the operation of pore-forming technique and configuration constraint stirrup, be in the milk in the reinforcing bar that two need need be connected an insertion metal sleeve, can connection be completed.Simultaneously, because metal sleeve is fish belly shape, and produce relative axial force between the grouting material of microdilatancy with metal sleeve inwall, radial systolic pressure is produced to grouting material, make the grouting material of microdilatancy more tightly banding need connecting reinforcement, considerably increase the bonding strength needing connecting reinforcement, and then add the tensile strength of junction.
4, linkage interface safely, reliably, metal sleeve adopts ductile iron to make and its profile is designed to fish-bellied type shape small in ends broad in the middle, form shear connector, all not easily interfacial failure occurs between grouting material and the inwall of metal sleeve in the outer concrete of metal sleeve outer wall and cylinder and metal sleeve, interface connects reliable.
5, anchorage length of steel bar is little, and namely the length of reinforcing bar insertion metal sleeve is little.Further, metal sleeve inwall is zigzag, can strengthen the bonding of grouting material and metal sleeve and reinforcing bar, friction and mechanical snap intensity, thus reduces the anchorage length of reinforcing bar and the size of metal sleeve.
6, result of use is good and practical value is high, economical and practical, bar connecting process can be completed easy, fast and connect reliable, the easy quick connection realized between reinforcing bar of energy, and the accuracy of alignment of reinforcing bar requires low, easy to operate and saving of work and time, efficiency of construction is high, and bonding strength is reliable, has good economic benefit.Simultaneously, by limiting the structure of metal sleeve each several part and size, add and appropriate design is carried out to method of attachment step, reach overall dimensions little, take up room little, economize material, the effect such as construction technology is easy, quality of connection is reliable, when bar connecting performance and steady quality sexual satisfaction correlation technique code, economic and technical norms of the present utility model substantially exceed existing cement grouting steel bar joint.In addition, when adopting the utility model to carry out bar connecting construction, do not need complicated plant equipment and facility, also do not need power consumption, job site is dry operation substantially, and energy-conserving and environment-protective, avoid all drawbacks of traditional reinforcing bar connected mode.To sum up, the utility model combines sleeve grouting and to connect and constraint slurry anchor is connected the advantage of two kinds of connecting method for reinforcing bars, connects safe and reliable, processing and fabricating and construct simple, and comprehensive sexual valence is higher.
7, widely applicable and popularizing application prospect is extensive, can be applied to the bar connecting in the prefabricated assembled concrete components such as beam, post and wall.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is method flow block diagram when adopting the utility model to carry out bar connecting.
Description of reference numerals:
1-metal sleeve; 2-1-left sealing ring; 2-2-right sealing ring;
3-caging bolt; 4-grout pipe; 5-stack;
6-grouting structure; 7-the first reinforcing bar; 8-the second reinforcing bar.
Detailed description of the invention
As shown in Figure 1 and Figure 2, the utility model metal sleeve 1, two comprised for connecting two reinforcing bars be laid in respectively metal sleeve 1 two ends sealing ring, be arranged on the grouting structure 6 of carrying out spacing locating part and being formed by the grouting material be poured between metal sleeve 1 and two described reinforcing bars in cavity in the middle part of metal sleeve 1 and to two described reinforcing bars, described metal sleeve 1 is the branch sleeve of fish belly shape, and two described reinforcing bars are fastenedly connected by grouting structure 6 and metal sleeve 1 and are integrated.Two described reinforcing bars are respectively the first reinforcing bar 7 inserted from left to right in metal sleeve 1 and the second reinforcing bar 8 inserted from right to left in metal sleeve 1, and the left end of described metal sleeve 1 has the left reinforcing bar socket for the first reinforcing bar 7 insertion and its right-hand member has the right reinforcing bar socket inserted for the second reinforcing bar 8.Two described sealing rings are symmetrically laid and the two is respectively and carries out the left sealing ring 2-1 of shutoff to described left reinforcing bar socket and described right reinforcing bar socket is carried out to the right sealing ring 2-2 of shutoff, are interference fit between described left reinforcing bar socket and left sealing ring 2-1 and between described right reinforcing bar socket and right sealing ring 2-2; Described left sealing ring 2-1 is sleeved on the first reinforcing bar 7, and left sealing ring 2-1 has the through hole penetrated for the first reinforcing bar 7.Described right sealing ring 2-2 is sleeved on the second reinforcing bar 8, and right sealing ring 2-2 has the through hole penetrated for the second reinforcing bar 8, and described first reinforcing bar 7 is identical with the diameter of the second reinforcing bar 8.The cross section of described metal sleeve 1 is circular and largest diameter in the middle part of it, the middle part outer diameter D 1 >=2.5d+30mm of described metal sleeve 8 and the outer diameter D 2 >=2.5d+15mm at its two ends, left and right, and wherein d is the diameter of the first reinforcing bar 7; On the central axis that described first reinforcing bar 7 and the second reinforcing bar 8 are all laid in metal sleeve 1 and the two length inserted in metal sleeve 1 is 3d ~ 6d, described first reinforcing bar 7 and the second reinforcing bar 8 length sum inserted in metal sleeve 1 are less than the length of metal sleeve 1.The right sidewall of described metal sleeve 1 have a steam vent and sidewall have a grout hole on the left of it.
In the present embodiment, described metal sleeve 1 is ductile iron cylinder.
During actual use, described metal sleeve 1 also can adopt the sleeve of other material, as stainless steel sleeve etc.
In the present embodiment, the middle part outer diameter D 1=2.5d+30mm of described metal sleeve 1 and the outer diameter D 2=2.5d+15mm at its two ends, left and right.
During practice of construction, can according to specific needs, the middle part outer diameter D 1 of metal sleeve 1 and the value size of two ends, left and right outer diameter D 2 be adjusted accordingly.
In the present embodiment, described locating part is the caging bolt 3 be from top to bottom screwed in metal sleeve 1, and described caging bolt 3 and metal sleeve 1 are in vertical runs.
In the present embodiment, described left sealing ring 2-1 and right sealing ring 2-2 is rubber seal; The wall thickness of described metal sleeve 1 is 3mm ~ 5mm; The thickness of described left sealing ring 2-1 and right sealing ring 2-2 is 4mm ~ 8mm.
Actually add man-hour, the length of described metal sleeve 1 is 11d ~ 13d, and the inwall of described metal sleeve 1 is zigzag.
In the present embodiment, the length of described metal sleeve 1 is 12d.
In the present embodiment, described metal sleeve 1 comprises middle part sleeve sections and the symmetrical sidepiece sleeve sections being laid in the sleeve sections left and right sides, described middle part, and described middle part sleeve sections is cylindrical, and described sidepiece sleeve sections is conical and its external diameter reduces from the inside to the outside gradually; The length of described middle part sleeve sections is 30mm ~ 50mm.
Further, the spacing between the inner of described first reinforcing bar 7 and the second reinforcing bar 8 and caging bolt 3 is not less than 0.2d.
In the present embodiment, described steam vent is equipped with stack 5, described grout hole is equipped with grout pipe 4, described stack 5 and grout pipe 4 all with metal sleeve 1 in vertical runs.
In the present embodiment, described stack 5 and grout pipe 4 are pvc pipe; Described steam vent and described grout hole are laid at grade.
Further, described stack 5 and grout pipe 4 are laid at grade.
As shown in Figure 3, when adopting the utility model to carry out bar connecting, comprise the following steps:
Step one, reinforcing bar plug-in mounting: first left sealing ring 2-1 and right sealing ring 2-2 is set on the first reinforcing bar 7 and the second reinforcing bar 8, again the first reinforcing bar 7 and the second reinforcing bar 8 are inserted in metal sleeve 1 respectively, and respectively respectively shutoff is carried out to the left reinforcing bar socket of metal sleeve 1 and right reinforcing bar socket by left sealing ring 2-1 and right sealing ring 2-2;
Step 2, stack and grout pipe are installed: the stack 5 that metal sleeve 1 described in step one is installed and grout pipe 4, described stack 5 is arranged on steam vent that metal sleeve 1 is offered, grout pipe 4 is arranged on grout hole that metal sleeve 1 is offered, and stack 5 and grout pipe 4 are all positioned at metal sleeve 1 top;
Step 3, grouting: pour into grouting material to metal sleeve 1 continuously by grout pipe 4; When having grouting material to discharge in stack 5, shutoff is carried out to stack 5; When grouting material is full of metal sleeve 1 inside, stop perfusion grouting material, obtain grouting structure 6;
Step 4, maintenance: to being in the milk described in step 3, structure 6 carries out maintenance, after maintenance completes, completes the connection procedure of two described reinforcing bars.
In the present embodiment, when carrying out maintenance to described grouting structure 6 in step 4, curing age is no less than 28 days, and the compressive strength of 28 days of described grouting structure 6 is not less than 85MPa and the difference of the expansion rate of its 24h and 3h is 0.02% ~ 0.5%.
Further, described stack 5 and grout pipe 4 are in parallel laying.
In the present embodiment, the grouting material be poured between metal sleeve 1 and two described reinforcing bars in cavity is High Performance Cement Without Shrinkage grouting material.
Described High Performance Cement Without Shrinkage grouting material take cement as base material, and what add the composition such as natural high strength aggregate, Concrete admixtures in right amount is dry mixed material, has the characteristics such as high fluidity, early strong, high-strength, microdilatancy after blunge.
Actual when using, because metal sleeve 1 be fish-bellied type shape small in ends broad in the middle, strengthen outside it without the need to arranging stirrup, structure is simple, processing and fabricating and installing lays conveniently, result of use is good.
In the present embodiment, described first reinforcing bar 7 and the second reinforcing bar 8 are the embedded bar be embedded in precast unit.During practice of construction, after adopting the utility model to be connected with the second reinforcing bar 8 by the first reinforcing bar 7, namely, after in step 4, maintenance completes, the junction lateral branch of two described precast units residing for the first reinforcing bar 7 and the second reinforcing bar 8 founds forming panel and concreting; After concreting completes, described metal sleeve 1 is built and is built in shaping concrete structure between two described precast units, completes the assembly connection of two described precast units.Further, described metal sleeve 1 forms the shear connector in described concrete structure, connects reliably, globality is strong and stress performance is excellent.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every above embodiment is done according to the utility model technical spirit any simple modification, change and equivalent structure change, all still belong in the protection domain of technical solutions of the utility model.
Claims (10)
1. a bar connecting grout sleeve, it is characterized in that: comprise the metal sleeve (1) for connecting two reinforcing bars, two sealing rings being laid in metal sleeve (1) two ends respectively, be arranged on metal sleeve (1) middle part and the grouting structure (6) that two described reinforcing bars are carried out spacing locating part and formed by the grouting material be poured between metal sleeve (1) and two described reinforcing bars in cavity, the branch sleeve that described metal sleeve (1) is fish belly shape, two described reinforcing bars are fastenedly connected by grouting structure (6) and metal sleeve (1) and are integrated, two described reinforcing bars are respectively the first reinforcing bar (7) inserted from left to right in metal sleeve (1) and the second reinforcing bar (8) inserted from right to left in metal sleeve (1), and the left end of described metal sleeve (1) has the left reinforcing bar socket that inserts for the first reinforcing bar (7) and its right-hand member has the right reinforcing bar socket inserted for the second reinforcing bar (8), two described sealing rings are symmetrically laid and the two is respectively and carries out the left sealing ring (2-1) of shutoff to described left reinforcing bar socket and described right reinforcing bar socket is carried out to the right sealing ring (2-2) of shutoff, are interference fit between described left reinforcing bar socket and left sealing ring (2-1) and between described right reinforcing bar socket and right sealing ring (2-2), described left sealing ring (2-1) is sleeved on the first reinforcing bar (7), and left sealing ring (2-1) has the through hole penetrated for the first reinforcing bar (7), described right sealing ring (2-2) is sleeved on the second reinforcing bar (8), and right sealing ring (2-2) having the through hole penetrated for the second reinforcing bar (8), described first reinforcing bar (7) is identical with the diameter of the second reinforcing bar (8), the cross section of described metal sleeve (1) is circular and largest diameter in the middle part of it, the middle part outer diameter D 1 >=2.5d+30mm of described metal sleeve (8) and the outer diameter D 2 >=2.5d+15mm at two ends up and down, wherein d is the diameter of the first reinforcing bar (7), on the central axis that described first reinforcing bar (7) and the second reinforcing bar (8) are all laid in metal sleeve (1) and the two length inserted in metal sleeve (1) is 3d ~ 6d, the length sum in described first reinforcing bar (7) and the second reinforcing bar (8) insertion metal sleeve (1) is less than the length of metal sleeve (1), the right sidewall of described metal sleeve (1) have a steam vent and sidewall have a grout hole on the left of it.
2. according to a kind of bar connecting grout sleeve according to claim 1, it is characterized in that: described metal sleeve (1) is ductile iron cylinder.
3. according to a kind of bar connecting grout sleeve described in claim 1 or 2, it is characterized in that: described locating part is the caging bolt (3) be from top to bottom screwed in metal sleeve (1), described caging bolt (3) and metal sleeve (1) are in vertical runs.
4. according to a kind of bar connecting grout sleeve described in claim 1 or 2, it is characterized in that: described left sealing ring (2-1) and right sealing ring (2-2) are rubber seal; The wall thickness of described metal sleeve (1) is 3mm ~ 5mm; The thickness of described left sealing ring (2-1) and right sealing ring (2-2) is 4mm ~ 8mm.
5. according to a kind of bar connecting grout sleeve described in claim 1 or 2, it is characterized in that: the length of described metal sleeve (1) is 11d ~ 12d.
6. according to a kind of bar connecting grout sleeve described in claim 1 or 2, it is characterized in that: described steam vent is equipped with stack (5), grout pipe (4) described grout hole is equipped with, described stack (5) and grout pipe (4) all with metal sleeve (1) in vertical runs.
7. according to a kind of bar connecting grout sleeve according to claim 6, it is characterized in that: described stack (5) and grout pipe (4) are pvc pipe.
8. according to a kind of bar connecting grout sleeve described in claim 1 or 2, it is characterized in that: the inwall of described metal sleeve (1) is zigzag.
9. according to a kind of bar connecting grout sleeve described in claim 1 or 2, it is characterized in that: described metal sleeve (1) comprises middle part sleeve sections and the symmetrical sidepiece sleeve sections being laid in the sleeve sections left and right sides, described middle part, described middle part sleeve sections is cylindrical, and described sidepiece sleeve sections is conical and its external diameter reduces from the inside to the outside gradually; The length of described middle part sleeve sections is 30mm ~ 50mm.
10. according to a kind of bar connecting grout sleeve described in claim 1 or 2, it is characterized in that: described steam vent and described grout hole are laid at grade.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520570899.0U CN204826426U (en) | 2015-08-02 | 2015-08-02 | Grout sleeve for steel bar connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520570899.0U CN204826426U (en) | 2015-08-02 | 2015-08-02 | Grout sleeve for steel bar connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204826426U true CN204826426U (en) | 2015-12-02 |
Family
ID=54684041
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520570899.0U Expired - Fee Related CN204826426U (en) | 2015-08-02 | 2015-08-02 | Grout sleeve for steel bar connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204826426U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064625A (en) * | 2015-08-02 | 2015-11-18 | 长安大学 | Grout sleeve for reinforcement connection and reinforcement connecting method |
| CN106437037A (en) * | 2016-10-09 | 2017-02-22 | 深圳市现代营造科技有限公司 | Extruding grouting sleeve used for connection of steel bar and extruding manufacturing method thereof |
| 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 |
| CN108018999A (en) * | 2017-12-13 | 2018-05-11 | 浙江大学 | A kind of grout sleeve component, external member and application grout sleeve external member realize the method that reinforcing bar effectively connects |
| CN109162198A (en) * | 2018-10-22 | 2019-01-08 | 北京工业大学 | A kind of grout sleeve and construction method for assembled bridge pier |
| CN110528784A (en) * | 2019-08-26 | 2019-12-03 | 江苏建科鉴定咨询有限公司 | A kind of grout sleeve for reinforcing bar connection |
| CN111101714A (en) * | 2019-12-31 | 2020-05-05 | 山东泰安建筑工程集团有限公司 | Grouting connection construction method for prefabricated components of fabricated building |
| CN111122605A (en) * | 2020-02-28 | 2020-05-08 | 中建科技(济南)有限公司 | Method for detecting fullness of grouting sleeve by adopting endoscope method |
| CN111456328A (en) * | 2020-03-30 | 2020-07-28 | 无锡市政设计研究院有限公司 | Novel bar planting structure and construction method thereof |
-
2015
- 2015-08-02 CN CN201520570899.0U patent/CN204826426U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064625A (en) * | 2015-08-02 | 2015-11-18 | 长安大学 | Grout sleeve for reinforcement connection and reinforcement connecting method |
| CN106437037A (en) * | 2016-10-09 | 2017-02-22 | 深圳市现代营造科技有限公司 | Extruding grouting sleeve used for connection of steel bar and extruding manufacturing method thereof |
| 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 |
| CN108018999A (en) * | 2017-12-13 | 2018-05-11 | 浙江大学 | A kind of grout sleeve component, external member and application grout sleeve external member realize the method that reinforcing bar effectively connects |
| CN108018999B (en) * | 2017-12-13 | 2019-07-09 | 浙江大学 | A kind of grout sleeve component, external member and application grout sleeve external member realize the method that reinforcing bar effectively connects |
| CN109162198A (en) * | 2018-10-22 | 2019-01-08 | 北京工业大学 | A kind of grout sleeve and construction method for assembled bridge pier |
| CN109162198B (en) * | 2018-10-22 | 2021-06-11 | 北京工业大学 | Grouting sleeve for assembled pier and construction method |
| CN110528784A (en) * | 2019-08-26 | 2019-12-03 | 江苏建科鉴定咨询有限公司 | A kind of grout sleeve for reinforcing bar connection |
| CN111101714A (en) * | 2019-12-31 | 2020-05-05 | 山东泰安建筑工程集团有限公司 | Grouting connection construction method for prefabricated components of fabricated building |
| CN111122605A (en) * | 2020-02-28 | 2020-05-08 | 中建科技(济南)有限公司 | Method for detecting fullness of grouting sleeve by adopting endoscope method |
| CN111456328A (en) * | 2020-03-30 | 2020-07-28 | 无锡市政设计研究院有限公司 | Novel bar planting structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204826426U (en) | Grout sleeve for steel bar connection | |
| CN105064625A (en) | Grout sleeve for reinforcement connection and reinforcement connecting method | |
| CN105064619A (en) | Rebar sleeve grouting connection member for prefabricated assembled type concrete component and connection method | |
| CN204826429U (en) | Cast member reinforcing bar grout connecting piece | |
| CN103758292B (en) | The full grout sleeve of a kind of shearing enhancement mode | |
| CN103758291B (en) | A kind of shearing enhancement mode half grout sleeve | |
| CN105019606A (en) | Precast concrete unit steel bar grouting connecting piece and connecting method | |
| CN103899044B (en) | Embedded pyramidal full grout sleeve | |
| CN204850063U (en) | Prefabricated assembled concrete member's steel bar anchoring connection structure | |
| CN202391019U (en) | End part thickened grouting connector of steel bar | |
| CN204370701U (en) | For the steel concrete supporting device in assembly concrete building structure | |
| CN205777098U (en) | A kind of detachable assembling type concrete-filled circular steel tube column | |
| CN204826423U (en) | Prefabricated assembled is reinforcing bar sleeve grout connecting piece for concrete member | |
| CN105298134A (en) | Independent-grouting-opening-free reinforcing steel bar grouting connecting sleeve, system and construction method | |
| CN103899043A (en) | Half-grouting sleeve embedded with cone | |
| CN105019558A (en) | Steel bar anchoring connection structure and connection method for precast fabricated concrete components | |
| CN109914587A (en) | A kind of cross-connecting structure of prefabricated floor and wallboard | |
| CN105014785B (en) | Prefabricated assembled concrete component Bar Anchorage preformed hole hole-forming device and method | |
| CN107740542A (en) | One kind three and the connection of muscle bunchy full grout sleeve and three and muscle bunchy connection method | |
| CN206157913U (en) | Assembled square steel tube concrete post and girder steel connected node | |
| CN110238963A (en) | Double-tube type steel bar connecting structure and its construction method between precast concrete | |
| CN204844467U (en) | Prefabricated assembled steel bar anchoring preformed hole pore -forming device for concrete member | |
| CN205134547U (en) | Assembled roof beam shear connector | |
| CN209468856U (en) | A kind of assembly concrete column beam connecting node | |
| CN108118834B (en) | Prefabricated assembled concrete structure card key formula reinforcing bar connecting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151202 Termination date: 20160802 |