CN109208825A - A kind of assembled arthitecutral structure convenient for docking and being in the milk - Google Patents
A kind of assembled arthitecutral structure convenient for docking and being in the milk Download PDFInfo
- Publication number
- CN109208825A CN109208825A CN201811312480.XA CN201811312480A CN109208825A CN 109208825 A CN109208825 A CN 109208825A CN 201811312480 A CN201811312480 A CN 201811312480A CN 109208825 A CN109208825 A CN 109208825A
- Authority
- CN
- China
- Prior art keywords
- docking
- sleeve
- box body
- convenient
- grouting
- 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
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)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of assembled arthitecutral structures convenient for docking and being in the milk, it include: concrete body, steel mesh, sleeve and box body, the steel mesh is embedded in concrete body and the longitudinal reinforcement including extending straight up, the sleeve is arranged concentrically on the bottom end of longitudinal reinforcement respectively, the bottom end of concrete body is arranged in the box body and opening is downwardly directed, it is connected at the top of the bottom end of the sleeve and box body, the excircle of sleeve top is provided with the L shape extended upwards and mends slurry pipe, the L shape mends slurry tube top end and is provided with and communicated with the pipe fitting for extending to concrete body surface.Through the above way, assembled arthitecutral structure of the present invention convenient for docking and grouting, the positioning of sleeve is carried out using the stepped hole of preprocessing on box body, it is more smooth when being docked with the shank in bottom building, reduce difficulty of construction, and box body can be in the milk simultaneously for multiple sleeves, reduce the quantity of grout pipe.
Description
Technical field
The present invention relates to assembled architecture field, the assembled architecture knot that docks and be in the milk more particularly to a kind of
Structure.
Background technique
Assembled architecture is the building being assembled on-site by prefabricated components.According to the form and construction of prefabricated components
Method, assembled architecture are divided into building block building, plate building, boxlike building, frame board material construction structural and lift slab and rise layer building etc. five
Seed type.
Wherein, the lining of plate building is mostly the solid slab or cored slab of armored concrete, and Side fascia is mostly to have guarantor
The armored concrete composite plate of warm layer, it is also possible to which lightweight aggregate concrete, foam concrete or coarse porous concrete etc. are made with outer
The wallboard of facing.Part Side fascia and lining are docked using steel bushing with bottom building, are then in the milk and are fixed again,
Since the volume of Side fascia and lining is big, steel bushing quantity is more, so that the grafting that the low precision of steel bushing, steel bushing and bottom are built
Bar is difficult to accurately dock, and affects construction speed, and steel bushing needs to be in the milk one by one, working efficiency is low, needs to improve.
Summary of the invention
The invention mainly solves the technical problem of providing a kind of assembled arthitecutral structures convenient for docking and being in the milk, it is ensured that
Steel bushing position precision simplifies grouting procedure, lifting construction efficiency.
In order to solve the above technical problems, one technical scheme adopted by the invention is that: it provides a kind of convenient for docking and grouting
Assembled arthitecutral structure, comprising: concrete body, steel mesh, sleeve and box body, the steel mesh are embedded in concrete knot
In structure body and the longitudinal reinforcement including extending straight up, the sleeve is arranged concentrically on the bottom end of longitudinal reinforcement respectively, described
The bottom end of concrete body is arranged in box body and opening is downwardly directed, is connected at the top of the bottom end of the sleeve and box body, institute
State excircle of sleeve top and be provided with the L shape that extends upwards and mend slurry pipe, the L shape mend slurry tube top end be provided with and communicated with extend to it is mixed
The pipe fitting in Xtah Crude Clay structure body surface face is provided with the L shape observation tube upwardly extended on the pipe fitting.
In a preferred embodiment of the present invention, the steel mesh further includes the transverse steel with longitudinal reinforcement square crossing
Or reinforced steel bar ring.
In a preferred embodiment of the present invention, the concrete body is cylinder, wall or beam body.
In a preferred embodiment of the present invention, the longitudinal reinforcement and box body are respectively two rows.
In a preferred embodiment of the present invention, the downwardly directed connection groove body that is open, institute are provided between two rows of box bodys
It is respectively C-shaped steel that box body, which is stated, with groove body is connect.
In a preferred embodiment of the present invention, two rows of box bodys or wherein on row's box body it is provided with outwardly extending filling
Slurry pipe.
In a preferred embodiment of the present invention, the L shape observation tube is lucite pipe, is provided in the pipe fitting
Internal screw thread, the L shape observation tube bottom end are provided with external screw thread corresponding with internal screw thread.
In a preferred embodiment of the present invention, corresponding with longitudinal reinforcement bottom end first is provided at the top of the sleeve to insert
Hole, the longitudinal reinforcement bottom end extend in the first jack and are welded and fixed.
In a preferred embodiment of the present invention, the sleeve bottom be provided with it is upwardly extending and be connected to corresponding box body with
L shape mends the second jack of slurry pipe.
In a preferred embodiment of the present invention, stepped hole corresponding with sleeve bottom is set at the top of the box body, it is described
Sleeve bottom is arranged in stepped hole and is welded and fixed.
The beneficial effects of the present invention are: a kind of assembled arthitecutral structure convenient for docking and being in the milk that the present invention points out, benefit
The positioning that sleeve is carried out with the stepped hole of preprocessing on box body, the stable structure after welding avoid the displacement and deflection between sleeve
Problem, it is ensured that the position precision of sleeve, it is more smooth when being docked with the shank in bottom building, it is difficult to reduce construction
Degree, and box body can be in the milk simultaneously for multiple sleeves, it is possible to reduce and the quantity of grout pipe promotes working efficiency, shortens
Construction period.
Detailed description of the invention
To describe the technical solutions in the embodiments of the present invention more clearly, make required in being described below to embodiment
Attached drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for
For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings other
Attached drawing, in which:
Fig. 1 is a kind of structural schematic diagram convenient for one preferred embodiment of assembled arthitecutral structure docked and be in the milk of the present invention；
Fig. 2 is the enlarged drawing of part A in Fig. 1.
Specific embodiment
The technical scheme in the embodiments of the invention will be clearly and completely described below, it is clear that described implementation
Example is only a part of the embodiments of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, this field is common
Technical staff's all other embodiment obtained without making creative work belongs to the model that the present invention protects
It encloses.
Fig. 1 ~ Fig. 2 is please referred to, the embodiment of the present invention includes:
A kind of assembled arthitecutral structure convenient for docking and being in the milk, comprising: concrete body 2, steel mesh, sleeve 4 and box body
3, the concrete body 2 be cylinder, wall or beam body, it is applied widely, improve the construction of assembled architecture just
Benefit.
The steel mesh is embedded in concrete body 2 and the longitudinal reinforcement 1 including extending straight up, longitudinal reinforcement
1 top can protrude above concrete body 2, convenient for the construction of subsequent 2 top of concrete body.The steel mesh is also
It is main since longitudinal reinforcement 1 is usually 2 rows including the transverse steel or reinforced steel bar ring 8 with 1 square crossing of longitudinal reinforcement
The constraint that longitudinal reinforcement 1 is carried out using reinforced steel bar ring 8 forms three-dimensional steel mesh after tying up using iron wire.
The sleeve 4 is arranged concentrically on the bottom end of longitudinal reinforcement 1 respectively, is provided at the top of the sleeve 4 and longitudinal reinforcement 1
Corresponding first jack 6 in bottom end, 1 bottom end of longitudinal reinforcement extend in the first jack 6 and are welded and fixed, sound construction.
The bottom end of concrete body 2 is arranged in and be open downwardly directed, the bottom end of the sleeve 4 and box in the box body 4
It is connected at the top of body 4, stepped hole corresponding with 4 bottom of sleeve is set at the top of the box body 3,4 bottom of sleeve is arranged in rank
It in terraced hole and is welded and fixed, carries out the positioning of sleeve 4, avoid the deflection of sleeve 4, when grafting is more smooth.
The longitudinal reinforcement 1 and box body 4 are respectively two rows, and row's box body 4 can be monomer, are also possible to the multiple of interval
Fission, but seperated needs are corresponding with the adjacent multiple sleeves 4 of a row, while being in the milk for multiple sleeves 4, promote working efficiency.
The downwardly directed connection groove body 7 that is open is provided between two rows of box bodys 4, the box body 4 is respectively with groove body 7 is connect
C-shaped steel promotes working efficiency so that two rows box body 4 is complementary to one another when grouting.It is set on two rows of box bodys 4 or wherein row's box body
It is equipped with outwardly extending grout pipe 12, since box body can be in the milk simultaneously for adjacent multiple sleeves, can effectively reduce
The quantity of grout pipe 12, each grout pipe 12 can be 3 ~ 5 sleeve services, reduce the quantity of grout pipe 12, improve and apply
The convenience of work.
The 4 outer circle top of sleeve is provided with the L shape that extends upwards and mends slurry pipe 11, and when grouting, L shape is mended to be filled in slurry pipe 11
Enter slurry, carry out reflux filling when slurry solidifies in sleeve 4, avoid vacancy, the L shape is mended slurry 11 top of pipe and is provided with and communicated with
The pipe fitting 10 on concrete body surface is extended to, the L shape observation tube 9 upwardly extended, institute are provided on the pipe fitting 10
Stating L shape observation tube 9 is lucite pipe, facilitates the packed height of observation slurry, is provided with internal screw thread in the pipe fitting 10, institute
It states 9 bottom end of L shape observation tube and is provided with external screw thread corresponding with internal screw thread, before grout cures, can rotate and remove the observation of L shape
Pipe 9, is reused.
4 bottom of sleeve is provided with the second jack 5 that is upwardly extending and being connected to corresponding box body 3 with L shape benefit slurry pipe 11,
Second jack, 5 bottom is provided with chamfering, and the shank 13 that chamfering facilitates the second jack 5 to build with bottom docks, and inserts
Extension bar 13 can be pre-buried and prominent steel bar column or tube body in bottom building, corresponds with sleeve 4, carries out after grafting
Grouting, sound construction.
In conclusion a kind of assembled arthitecutral structure convenient for docking and being in the milk that the present invention points out, the position essence of sleeve 4
Degree is high, docking convenience, and reduces the quantity of grout pipe 12, and grouting efficiency is higher, reduces cost of labor.
The above description is only an embodiment of the present invention, is not intended to limit the scope of the invention, all to utilize this hair
Equivalent structure or equivalent flow shift made by bright description is applied directly or indirectly in other relevant technology necks
Domain is included within the scope of the present invention.
Claims (10)
1. a kind of assembled arthitecutral structure convenient for docking and being in the milk characterized by comprising concrete body, steel mesh,
Sleeve and box body, the steel mesh is embedded in concrete body and the longitudinal reinforcement including extending straight up, the set
Cylinder is arranged concentrically on the bottom end of longitudinal reinforcement respectively, and the box body is arranged under the bottom end of concrete body and opening direction
Side, the bottom end of the sleeve and box body top are connected, and the excircle of sleeve top is provided with the L shape extended upwards and mends slurry
Pipe, the L shape mend slurry tube top end and are provided with and communicated with the pipe fitting for extending to concrete body surface, be arranged on the pipe fitting
There is the L shape observation tube upwardly extended.
2. the assembled arthitecutral structure according to claim 1 convenient for docking and grouting, which is characterized in that the steel mesh
It further include the transverse steel or reinforced steel bar ring with longitudinal reinforcement square crossing.
3. the assembled arthitecutral structure according to claim 1 convenient for docking and grouting, which is characterized in that the concrete
Structural body is cylinder, wall or beam body.
4. the assembled arthitecutral structure according to claim 1 convenient for docking and grouting, which is characterized in that the longitudinal direction steel
Muscle and box body are respectively two rows.
5. it is according to claim 4 convenient for docking and grouting assembled arthitecutral structure, which is characterized in that two rows of box bodys it
Between be provided with the downwardly directed connection groove body of being open, the box body is respectively C-shaped steel with groove body is connect.
6. it is according to claim 5 convenient for docking and grouting assembled arthitecutral structure, which is characterized in that two rows of box bodys or
Person is wherein provided with outwardly extending grout pipe on row's box body.
7. the assembled arthitecutral structure according to claim 4 convenient for docking and grouting, which is characterized in that the L shape is seen
Examining pipe is lucite pipe, is provided with internal screw thread in the pipe fitting, the L shape observation tube bottom end is provided with corresponding with internal screw thread
External screw thread.
8. the assembled arthitecutral structure according to claim 1 convenient for docking and grouting, which is characterized in that the sleeve top
Portion is provided with the first jack corresponding with longitudinal reinforcement bottom end, and the longitudinal reinforcement bottom end extends in the first jack and welds solid
It is fixed.
9. the assembled arthitecutral structure according to claim 1 convenient for docking and grouting, which is characterized in that the sleeve bottom
Portion is provided with the second jack that is upwardly extending and being connected to corresponding box body and L shape benefit slurry pipe.
10. the assembled arthitecutral structure according to claim 1 convenient for docking and grouting, which is characterized in that the box body
Stepped hole corresponding with sleeve bottom is arranged in top, and the sleeve bottom is arranged in stepped hole and is welded and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811312480.XA CN109208825A (en) | 2018-11-06 | 2018-11-06 | A kind of assembled arthitecutral structure convenient for docking and being in the milk |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811312480.XA CN109208825A (en) | 2018-11-06 | 2018-11-06 | A kind of assembled arthitecutral structure convenient for docking and being in the milk |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109208825A true CN109208825A (en) | 2019-01-15 |
Family
ID=64994832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811312480.XA Pending CN109208825A (en) | 2018-11-06 | 2018-11-06 | A kind of assembled arthitecutral structure convenient for docking and being in the milk |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109208825A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914804A (en) * | 2019-02-28 | 2019-06-21 | 常熟建工建设集团有限公司 | A kind of assembled architecture top grouting process |
| CN109914815A (en) * | 2019-02-28 | 2019-06-21 | 常熟建工建设集团有限公司 | A kind of construction method of anti-wall seam infiltration |
| CN109958194A (en) * | 2019-04-16 | 2019-07-02 | 沙洲职业工学院 | A kind of prefabricated wall panels node fast joint structure |
| CN113293882A (en) * | 2021-05-28 | 2021-08-24 | 宿迁学院 | Assembled building structure convenient to butt joint and grout |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5366672A (en) * | 1993-03-18 | 1994-11-22 | Erico International Corporation | Method of forming concrete structures with a grout splice sleeve which has a threaded connection to a reinforcing bar |
| CN105201148A (en) * | 2014-06-26 | 2015-12-30 | 北京市建筑工程研究院有限责任公司 | Split-type steel bar-sleeve semi-grouting joint |
| CN105908974A (en) * | 2016-04-13 | 2016-08-31 | 江苏华江建设集团有限公司 | Method of steel-bar sleeve grouting connection construction for vertical precast concrete component |
| CN106760224A (en) * | 2016-11-25 | 2017-05-31 | 北京汇丰鸿信科技有限公司 | One kind grouting shrinkage compensation process |
| 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 |
| CN107100290A (en) * | 2017-04-28 | 2017-08-29 | 广东省建科建筑设计院有限公司 | A kind of prefabricated shear wall and overlapping plate node |
| CN206570955U (en) * | 2017-03-16 | 2017-10-20 | 中建科技（福州）有限公司 | A kind of prefabricated post single hole provisions for grouting |
| CN209114733U (en) * | 2018-11-06 | 2019-07-16 | 沙洲职业工学院 | A kind of assembled arthitecutral structure convenient for docking and being in the milk |
-
2018
- 2018-11-06 CN CN201811312480.XA patent/CN109208825A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5366672A (en) * | 1993-03-18 | 1994-11-22 | Erico International Corporation | Method of forming concrete structures with a grout splice sleeve which has a threaded connection to a reinforcing bar |
| CN105201148A (en) * | 2014-06-26 | 2015-12-30 | 北京市建筑工程研究院有限责任公司 | Split-type steel bar-sleeve semi-grouting joint |
| CN105908974A (en) * | 2016-04-13 | 2016-08-31 | 江苏华江建设集团有限公司 | Method of steel-bar sleeve grouting connection construction for vertical precast concrete component |
| CN106760224A (en) * | 2016-11-25 | 2017-05-31 | 北京汇丰鸿信科技有限公司 | One kind grouting shrinkage compensation process |
| CN206570955U (en) * | 2017-03-16 | 2017-10-20 | 中建科技（福州）有限公司 | A kind of prefabricated post single hole provisions for grouting |
| 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 |
| CN107100290A (en) * | 2017-04-28 | 2017-08-29 | 广东省建科建筑设计院有限公司 | A kind of prefabricated shear wall and overlapping plate node |
| CN209114733U (en) * | 2018-11-06 | 2019-07-16 | 沙洲职业工学院 | A kind of assembled arthitecutral structure convenient for docking and being in the milk |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914804A (en) * | 2019-02-28 | 2019-06-21 | 常熟建工建设集团有限公司 | A kind of assembled architecture top grouting process |
| CN109914815A (en) * | 2019-02-28 | 2019-06-21 | 常熟建工建设集团有限公司 | A kind of construction method of anti-wall seam infiltration |
| CN109914815B (en) * | 2019-02-28 | 2021-03-30 | 常熟建工建设集团有限公司 | Construction method for preventing water seepage of wall joint |
| CN109958194A (en) * | 2019-04-16 | 2019-07-02 | 沙洲职业工学院 | A kind of prefabricated wall panels node fast joint structure |
| CN113293882A (en) * | 2021-05-28 | 2021-08-24 | 宿迁学院 | Assembled building structure convenient to butt joint and grout |
| CN113293882B (en) * | 2021-05-28 | 2023-11-03 | 宿迁学院 | Assembled building structure convenient to dock and grout |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109208825A (en) | A kind of assembled arthitecutral structure convenient for docking and being in the milk | |
| CN101487332B (en) | Prefabricated hollow superposed beam, and cast-in-situ construction method for beam and precast slab | |
| CN102691365B (en) | Connecting structure for assembly type concrete shear wall edge member | |
| CN108487453B (en) | Connecting structure and connecting method for steel tube concrete column and reinforced concrete beam | |
| CN208396023U (en) | A kind of connecting node of prefabricated component | |
| CN204899204U (en) | Mouthful structure concrete structure's of department a template system fetches earth among reverse construction method | |
| CN104947603A (en) | Reinforced concrete girder bridge girder reinforcing structure and method | |
| CN209114733U (en) | A kind of assembled arthitecutral structure convenient for docking and being in the milk | |
| CN210458914U (en) | Connecting structure of prefabricated bridge pier stud and capping beam | |
| CN205776755U (en) | A kind of encased steel plate multi-cavity combination type shear wall core wall structure system | |
| CN205296209U (en) | Prestressed anchorage cable assembled stake siding wall protective structure | |
| CN208534081U (en) | A kind of reconstruction structure of old building constructional column | |
| CN106149878A (en) | Attachment structure at concrete frame structure prefabricated post and beam slab node and method | |
| CN106759858A (en) | The connecting node and preparation method of a kind of H profile steel beam and rectangular steel-tube concrete column | |
| CN204139191U (en) | A kind of pile-raft foundation structure | |
| CN106149877A (en) | Docking structure at concrete frame structure prefabricated post and beam slab node and method | |
| CN109578011A (en) | Supporting construction and its construction method in a kind of municipal tunnel | |
| CN101173728B (en) | Thin walled pipe for concrete filling | |
| CN209243750U (en) | The bindiny mechanism of concrete precast pile and pile foundation support table | |
| CN208981823U (en) | A kind of reinforced column enlarging section reinforces vertical muscle in the connection for meeting Liang Chu | |
| CN110528734A (en) | A kind of steel-concrete combination shear wall with short piers | |
| CN109322319A (en) | The bindiny mechanism of concrete precast pile and pile foundation support table | |
| CN207484261U (en) | A kind of T-shaped bridge structure of pipe stiffener | |
| CN205712471U (en) | A kind of prefabricated building structure post | |
| CN112575771B (en) | Environment-friendly construction method for vertical support system of reverse-acting underground engineering steel concrete with piles and columns |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |