CN106480996A - A kind of method are in the milk by docking structure of levels prefabricated component and the faying face to levels prefabricated component - Google Patents
A kind of method are in the milk by docking structure of levels prefabricated component and the faying face to levels prefabricated component Download PDFInfo
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- CN106480996A CN106480996A CN201610913784.6A CN201610913784A CN106480996A CN 106480996 A CN106480996 A CN 106480996A CN 201610913784 A CN201610913784 A CN 201610913784A CN 106480996 A CN106480996 A CN 106480996A
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- China
- Prior art keywords
- prefabricated component
- levels
- faying face
- exhaust passage
- prefabricated
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A kind of method are in the milk by docking structure of levels prefabricated component and the faying face to levels prefabricated component, it is intended to overcome levels shear wall of the prior art, frame column faying face is in filling grouting, as empty chamber air cannot be discharged, ultimately result in levels faying face and cavity occur, the shortcoming of impact structure safety, a kind of docking structure of levels prefabricated component is provided, two prefabricated components including levels docking, grouting is filled between the faying face of levels prefabricated component, exhaust passage is provided with least one prefabricated component, exhaust passage one end is extended to outside the faying face of prefabricated component, the exhaust passage other end is extended to outside the other surfaces of prefabricated component.A kind of method is in the milk by faying face to levels prefabricated component is also provided.The present invention not only ensure that the safety of structure, it is ensured that the quality of construction, use when being suitable for being in the milk the faying face of levels prefabricated components.
Description
The present invention relates to building industrialization field, more particularly to a kind of docking structure of levels prefabricated component and to upper and lower
The method is in the milk by the faying face of layer prefabricated component.
Background technology
In the installation process of fabricated shear wall and frame column, levels shear wall, frame column faying face are filled in filling
During slurry, as empty chamber air cannot be discharged, during being constantly in the milk, air pressure inside also can be increasing therewith, finally
Cause cavity in levels faying face, occur, affect structure safety.
Content of the invention
Instant invention overcomes levels shear wall of the prior art, frame column faying face are in filling grouting, due to sky
Chamber air cannot be discharged, and ultimately result in and occur cavity in levels faying face, affect the shortcoming of structure safety, there is provided a kind of
The docking structure of levels prefabricated component, also provides a kind of method is in the milk by faying face to levels prefabricated component.
The present invention realizes the technical scheme of the first goal of the invention employing：A kind of docking structure of levels prefabricated component, bag
Two prefabricated components of levels docking are included, and grouting are filled between the faying face of levels prefabricated component, at least one prefabricated component
Exhaust passage is provided with, exhaust passage one end is extended to outside the faying face of prefabricated component, and the exhaust passage other end extends to prefabricated component
Outside other surfaces.
Further, described exhaust passage is built-in blast pipe or air discharge duct.
Further, described prefabricated component is precast shear wall, and even cloth is provided with one group of blast pipe, one group of blast pipe one end
Extend to outside the faying face of precast shear wall.
Further, described prefabricated component is prefabricated frame trestle, and blast pipe one end extends to the faying face of prefabricated frame trestle
Outside center.
The present invention realizes the technical scheme of the second goal of the invention employing：A kind of faying face to levels prefabricated component is carried out
The method of grouting, including two prefabricated components of levels docking, concrete grammar is comprised the following steps：
A. the prefabricated component of exhaust passage is set at least making one, and exhaust passage one end is extended to outside the faying face of prefabricated component, row
The gas passage other end is extended to outside the other surfaces of prefabricated component；
B. levels prefabricated component is docked, the faying face of the relatively another prefabricated component in one end of the exhaust passage described in step A is arranged；
C. it is in the milk to the faying face of levels prefabricated component, till the outside grout of the other end of the exhaust passage described in step A.
Further, described exhaust passage is built-in blast pipe or air discharge duct.
Further, described prefabricated component is precast shear wall, and even cloth is provided with one group of blast pipe, one group of blast pipe one end
Extend to outside the faying face of precast shear wall.
Further, described prefabricated component is prefabricated frame trestle, and blast pipe one end extends to the faying face of prefabricated frame trestle
Outside center.
The invention has the beneficial effects as follows：By arranging exhaust passage, the gas in faying face is discharged in filling process,
Cavity can effectively be eliminated, it is ensured that the safety of structure.
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
Description of the drawings
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the A direction view of Fig. 1.
Fig. 3 is the flow chart of the present invention.
In accompanying drawing, 1 is upper strata prefabricated component, 2 is grouting, 3 is lower floor's prefabricated component, 4 is blast pipe.
Specific embodiment
As shown in accompanying drawing 1,2, a kind of docking structure of levels prefabricated component of the present embodiment, including the two of levels docking
Individual prefabricated component, i.e. upper strata prefabricated component 1 and lower floor's prefabricated component 3, are filled with grouting between the faying face of levels prefabricated component.At least one
Individual prefabricated component is to be provided with exhaust passage in upper strata prefabricated component 1, and exhaust passage one end is extended to outside the faying face of prefabricated component, and exhaust is logical
The road other end is extended to outside the other surfaces of prefabricated component.The preferred exhaust passage of the present embodiment is built-in blast pipe 4 or exhaust
Groove.In actual irrigation process, pre-buried blast pipe 4 in upper strata prefabricated component 1.To upper strata prefabricated component 1 and lower floor's prefabricated component 3
During faying face penetration concrete 2, the gas in faying face is discharged along blast pipe 4, finally, is all filled in faying face and blast pipe 4
Full concrete 2.In this way, the formation of cavity not only can be effectively avoided, can also intuitively judges very much coagulation
Whether soil 2 is filled, and not only ensure that the safety of structure, it is ensured that the quality of construction.For different prefabricated components, in view of its body
Long-pending difference, the setting of blast pipe 4 can be variant.Described prefabricated component is precast shear wall, because precast shear wall is longer, if
The gas that a blast pipe 4 can not be in completely drained faying face is put, the preferably even cloth of the present embodiment is provided with one group of blast pipe 4,
One group of 4 one end of blast pipe is extended to outside the faying face of precast shear wall.Described prefabricated component is prefabricated frame trestle, because prefabricated frame
Trestle base plate center is farthest with respect to surrounding, is that preferred 4 one end of blast pipe of the present embodiment extends where cavity is most easily formed
To outside the faying face center of prefabricated frame trestle.
As shown in Figure 3, a kind of method is in the milk by faying face to levels prefabricated component of the present embodiment, including upper
Two prefabricated components of lower floor's docking, concrete grammar are comprised the following steps：
A. the prefabricated component of exhaust passage is set at least making one, and exhaust passage one end is extended to outside the faying face of prefabricated component, row
The gas passage other end is extended to outside the other surfaces of prefabricated component, is the flatness for ensureing preform surfaces, the end of exhaust passage
Level is kept with the surface of prefabricated component；
B. levels prefabricated component is docked, the faying face of the relatively another prefabricated component in one end of the exhaust passage described in step A is arranged,
It is easy to the gas produced in faying face to discharge along exhaust passage；
C. it is in the milk to the faying face of levels prefabricated component, the gas produced in faying face is arranged along exhaust passage in filling process
Go out, after faying face is filled, concrete is entered in exhaust passage, filling process is another up to the exhaust passage described in step A
Till holding outside grout, now explanation is filled, and the inside is nothing cavity.
For convenience of exhaust passage is made, the preferred exhaust passage of the present embodiment is built-in blast pipe or air discharge duct.
For different prefabricated components, in view of the difference of its volume, the setting of blast pipe can be variant.Described prefabricated component is
Precast shear wall, because precast shear wall is longer, arranges the gas that blast pipe can not be in completely drained faying face, this enforcement
The preferably even cloth of example is provided with one group of blast pipe, and one group of blast pipe one end is extended to outside the faying face of precast shear wall.Described
Prefabricated component is prefabricated frame trestle, because precast frame column base plate center with respect to surrounding farthest, is where cavity is most easily formed,
The preferred blast pipe one end of the present embodiment is extended to outside the faying face center of prefabricated frame trestle.
Claims (8)
1. a kind of docking structure of levels prefabricated component, including two prefabricated components of levels docking, the knot of levels prefabricated component
Grouting is filled between conjunction face, it is characterised in that be provided with exhaust passage at least one prefabricated component, exhaust passage one end extends to
Outside the faying face of prefabricated component, the exhaust passage other end is extended to outside the other surfaces of prefabricated component.
2. a kind of docking structure of levels prefabricated component according to claim 1, it is characterised in that described exhaust passage
For built-in blast pipe or air discharge duct.
3. the docking structure of a kind of levels prefabricated component according to claim 2, it is characterised in that described prefabricated component is
Precast shear wall, even cloth are provided with one group of blast pipe, and one group of blast pipe one end is extended to outside the faying face of precast shear wall.
4. the docking structure of a kind of levels prefabricated component according to claim 2, it is characterised in that described prefabricated component is
Prefabricated frame trestle, blast pipe one end are extended to outside the faying face center of prefabricated frame trestle.
5. a kind of method is in the milk by faying face to levels prefabricated component, including two prefabricated components of levels docking, its
It is characterised by, concrete grammar is comprised the following steps：
A. the prefabricated component of exhaust passage is set at least making one, and exhaust passage one end is extended to outside the faying face of prefabricated component, row
The gas passage other end is extended to outside the other surfaces of prefabricated component；
B. levels prefabricated component is docked, the faying face of the relatively another prefabricated component in one end of the exhaust passage described in step A is arranged；
C. it is in the milk to the faying face of levels prefabricated component, till the outside grout of the other end of the exhaust passage described in step A.
6. a kind of method is in the milk by faying face to levels prefabricated component according to claim 5, it is characterised in that
Described exhaust passage is built-in blast pipe or air discharge duct.
7. a kind of method is in the milk by faying face to levels prefabricated component according to claim 6, it is characterised in that
Described prefabricated component is precast shear wall, and even cloth is provided with one group of blast pipe, and one group of blast pipe one end extends to precast shear wall
Faying face outside.
8. a kind of method is in the milk by faying face to levels prefabricated component according to claim 6, it is characterised in that
Described prefabricated component is prefabricated frame trestle, and blast pipe one end is extended to outside the faying face center of prefabricated frame trestle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610913784.6A CN106480996A (en) | 2016-10-20 | 2016-10-20 | A kind of method are in the milk by docking structure of levels prefabricated component and the faying face to levels prefabricated component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610913784.6A CN106480996A (en) | 2016-10-20 | 2016-10-20 | A kind of method are in the milk by docking structure of levels prefabricated component and the faying face to levels prefabricated component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106480996A true CN106480996A (en) | 2017-03-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610913784.6A Pending CN106480996A (en) | 2016-10-20 | 2016-10-20 | A kind of method are in the milk by docking structure of levels prefabricated component and the faying face to levels prefabricated component |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112211319A (en) * | 2020-10-13 | 2021-01-12 | 上海城建市政工程（集团）有限公司 | Same-layer grouting method for mounting prefabricated shear wall of fabricated building |
| CN112900773A (en) * | 2021-01-27 | 2021-06-04 | 斯蒙特节能科技(上海)有限公司 | Outer wall lightweight heat preservation and decoration integrated board |
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|---|---|---|---|---|
| JP2003301526A (en) * | 2002-04-12 | 2003-10-24 | Tokyo Tekko Co Ltd | Connecting construction method for precast concrete vertical member |
| CN2621196Y (en) * | 2003-04-21 | 2004-06-23 | 润弘精密工程事业股份有限公司 | Exhaust structure of continuous junction of precast post |
| CN202430831U (en) * | 2012-01-20 | 2012-09-12 | 中冶建筑研究总院有限公司 | Cement grouting steel bar connecting structure of precast concrete unit |
| CN103590510A (en) * | 2013-11-27 | 2014-02-19 | 上海建工五建集团有限公司 | Method for fixedly connecting embedded bars in assembly-type structure and cast-in-place structure |
| CN204418380U (en) * | 2014-12-31 | 2015-06-24 | 深圳市华阳国际工程设计有限公司 | A kind of prefabricated component connector |
| CN204551820U (en) * | 2015-01-27 | 2015-08-12 | 安徽同济建设集团有限责任公司 | precast wall body |
| CN105863049A (en) * | 2016-05-26 | 2016-08-17 | 南京长江都市建筑设计股份有限公司 | Prefabricated assembled integral framework column bottom grouting structure |
| CN206128361U (en) * | 2016-10-20 | 2017-04-26 | 深圳市鹏城建筑集团有限公司 | Attend butt -joint structural of lower floor's prefab |
-
2016
- 2016-10-20 CN CN201610913784.6A patent/CN106480996A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003301526A (en) * | 2002-04-12 | 2003-10-24 | Tokyo Tekko Co Ltd | Connecting construction method for precast concrete vertical member |
| CN2621196Y (en) * | 2003-04-21 | 2004-06-23 | 润弘精密工程事业股份有限公司 | Exhaust structure of continuous junction of precast post |
| CN202430831U (en) * | 2012-01-20 | 2012-09-12 | 中冶建筑研究总院有限公司 | Cement grouting steel bar connecting structure of precast concrete unit |
| CN103590510A (en) * | 2013-11-27 | 2014-02-19 | 上海建工五建集团有限公司 | Method for fixedly connecting embedded bars in assembly-type structure and cast-in-place structure |
| CN204418380U (en) * | 2014-12-31 | 2015-06-24 | 深圳市华阳国际工程设计有限公司 | A kind of prefabricated component connector |
| CN204551820U (en) * | 2015-01-27 | 2015-08-12 | 安徽同济建设集团有限责任公司 | precast wall body |
| CN105863049A (en) * | 2016-05-26 | 2016-08-17 | 南京长江都市建筑设计股份有限公司 | Prefabricated assembled integral framework column bottom grouting structure |
| CN206128361U (en) * | 2016-10-20 | 2017-04-26 | 深圳市鹏城建筑集团有限公司 | Attend butt -joint structural of lower floor's prefab |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112211319A (en) * | 2020-10-13 | 2021-01-12 | 上海城建市政工程（集团）有限公司 | Same-layer grouting method for mounting prefabricated shear wall of fabricated building |
| CN112900773A (en) * | 2021-01-27 | 2021-06-04 | 斯蒙特节能科技(上海)有限公司 | Outer wall lightweight heat preservation and decoration integrated board |
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Application publication date: 20170308 |