CN107035005A - A kind of superimposed sheet plate stitch construction treating methods and its structure - Google Patents
A kind of superimposed sheet plate stitch construction treating methods and its structure Download PDFInfo
- Publication number
- CN107035005A CN107035005A CN201710258521.0A CN201710258521A CN107035005A CN 107035005 A CN107035005 A CN 107035005A CN 201710258521 A CN201710258521 A CN 201710258521A CN 107035005 A CN107035005 A CN 107035005A
- Authority
- CN
- China
- Prior art keywords
- superimposed sheet
- plate stitch
- construction
- treating methods
- transverse steel
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 238000000034 method Methods 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 230000002787 reinforcement Effects 0.000 claims abstract description 11
- 239000002390 adhesive tape Substances 0.000 claims abstract description 9
- 239000011083 cement mortar Substances 0.000 claims abstract description 8
- 239000004035 construction material Substances 0.000 abstract description 2
- 239000004568 cement Substances 0.000 description 3
- 239000002131 composite material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000009291 secondary effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
Abstract
The invention discloses a kind of superimposed sheet plate stitch construction treating methods and its structure, main technical schemes are included before superimposed sheet lifting, and elongated double faced adhesive tape is pasted in a side of superimposed sheet.After the completion of superimposed sheet lifting, workman smears one layer of less cement mortar of the slump between plate stitch.The plate stitch colligation distributing bar of superimposed sheet, transverse steel is under, and longitudinal reinforcement is upper.Engineering integral construction degree of progress speed is realized, reduction produces positive role to construction material and the input of builder, and in terms of ambient influnence, construction quality, construction speed.
Description
Technical field
The present invention relates to technical field of building construction, and in particular to a kind of superimposed sheet plate stitch construction treating methods and its knot
Structure.
Background technology
At present, domestic assembled architecture is quickly grown, but because the modern assembled of China is started late, construction technology is also not
Enough maturations, in addition it is also necessary to constantly improve.The plate stitch processing of prefabricated superimposed sheet is also the main points that can not be ignored.After the completion of lifting,
The plate stitch of superimposed sheet typically has 1CM or so gap, such as considers traditional type formwork, then expends a large amount of manpower and materials, and consumption
It is time-consuming；Such as not formwork, then spillage when can cause concreting pollutes to composite beam bottom outward appearance, influences the construction of lower floor
Operation.
The content of the invention
It is an object of the invention to provide a kind of superimposed sheet plate stitch construction treating methods and its structure, to solve prior art
It is not enough.
What the present invention was realized in：
A kind of superimposed sheet plate stitch construction treating methods of the present invention mainly use following technical scheme：Before superimposed sheet lifting,
Elongated double faced adhesive tape is pasted in a side of superimposed sheet.Superimposed sheet lifting after the completion of, smeared between plate stitch one layer of slump compared with
Small cement mortar.The plate stitch colligation distributing bar of superimposed sheet, transverse steel is under, and longitudinal reinforcement is upper.The plate stitch of superimposed sheet
Plate face concreting is carried out when the colligation of colligation distributing bar and other processes are completed.
The invention provides such a superimposed sheet plate stitch construction processing structure, including superimposed sheet, superimposed sheet side is provided with
Provided with one layer of cement mortar between elongated double faced adhesive tape, superimposed sheet plate stitch, the plate stitch distributing bar of superimposed sheet include transverse steel and
Longitudinal reinforcement, transverse steel is under, and longitudinal reinforcement is upper.
It is preferred that, transverse steel gos deep into superimposed sheet at least 20cm per side.
Technical scheme can solve the problem that what the prefabricated superimposed sheet plate stitch of assembled architecture was caused in concreting
Spillage, and the problem of causing secondary effect is made, engineering integral construction degree of progress speed can be realized, is reduced to construction material and building
The input of workman, and produce positive role in terms of ambient influnence, construction quality, construction speed.
Brief description of the drawings
Fig. 1 is the composite beam top view of the present invention；
Fig. 2 is the composite beam side view of the present invention.
Description of reference numerals：1- cement mortar, 2- transverse steels, 3- longitudinal reinforcements, 4- superimposed sheets side, 5- double faced adhesive tapes,
6- superimposed sheets.
Embodiment
The present invention is described in further detail with reference to the accompanying drawings and examples.
Embodiment 1：
As depicted in figs. 1 and 2, this method of the invention, has main steps that：Before superimposed sheet 6 is lifted, in superimposed sheet 6
Paste upper elongated double faced adhesive tape 5 in one side.After the completion of superimposed sheet 6 is lifted, one layer of less cement of slump is smeared between plate stitch
Mortar 1.The plate stitch colligation distributing bar of superimposed sheet 6, transverse steel 2 is under, and longitudinal reinforcement 3 is upper.The superimposed sheet plate of the present invention
Stitching construction processing structure includes superimposed sheet 6, and superimposed sheet side 4, which is provided between elongated double faced adhesive tape 5, the plate stitch of superimposed sheet 6, is provided with one layer
Cement mortar 1, the plate stitch distributing bar of superimposed sheet 6 includes transverse steel 2 and longitudinal reinforcement 3, and transverse steel 2 is under, longitudinal steel
Muscle 3 is upper.Transverse steel 2 gos deep into superimposed sheet 6 at least 20cm, preferably 20cm per side.
The present invention is implemented：
Before superimposed sheet 6 is lifted, elongated double faced adhesive tape 5 is pasted in a side of superimposed sheet；The lifting of superimposed sheet 6 is completed
Afterwards, workman smears one layer of less cement mortar of the slump between plate stitch, and the strength grade of cement is preferably than corresponding superimposed sheet cement
The high one-level of strength grade；The plate stitch colligation distributing bar of superimposed sheet 6, transverse steel 2 is under, and length is preferably to go deep into superimposed sheet per side
6 reach 20cm, and bar diameter pressing board distributing bar is matched somebody with somebody, and longitudinal reinforcement 3 is upper, and length is elongated for superimposed sheet；The plate of superimposed sheet 6
Plate face concreting is carried out when seam colligation distributing bar colligation and other processes are completed.
Certainly, it is the concrete application example of the present invention above, the present invention also has other embodiments, all using equivalent
Replacement or the technical scheme of equivalent transformation formation, all fall within protection domain of the presently claimed invention.
Claims (5)
1. a kind of superimposed sheet plate stitch construction treating methods, it is characterised in that：Before superimposed sheet (6) lifting, at one of superimposed sheet (6)
Paste upper elongated double faced adhesive tape (5) in side.
2. superimposed sheet plate stitch construction treating methods according to claim 1, it is characterised in that：Superimposed sheet (6) lifting is completed
Afterwards, one layer of cement mortar (1) is smeared between plate stitch.
3. superimposed sheet plate stitch construction treating methods according to claim 2, it is characterised in that：The plate stitch of superimposed sheet (6) is tied up
Distributing bar is pricked, transverse steel (2) is under, and longitudinal reinforcement (3) is upper.
4. a kind of superimposed sheet plate stitch construction processing structure, it is characterised in that：Including superimposed sheet (6), superimposed sheet side (4) is provided with logical
Provided with one layer of cement mortar (1) between long double faced adhesive tape (5), superimposed sheet (6) plate stitch, the plate stitch distributing bar of superimposed sheet (6) includes
Transverse steel (2) and longitudinal reinforcement (3), transverse steel (2) is under, and longitudinal reinforcement (3) is upper.
5. superimposed sheet plate stitch construction processing structure according to claim 4, it is characterised in that：The transverse steel (2) is every
While going deep into superimposed sheet (6) at least 20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710258521.0A CN107035005A (en) | 2017-04-19 | 2017-04-19 | A kind of superimposed sheet plate stitch construction treating methods and its structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710258521.0A CN107035005A (en) | 2017-04-19 | 2017-04-19 | A kind of superimposed sheet plate stitch construction treating methods and its structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107035005A true CN107035005A (en) | 2017-08-11 |
Family
ID=59535530
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710258521.0A Pending CN107035005A (en) | 2017-04-19 | 2017-04-19 | A kind of superimposed sheet plate stitch construction treating methods and its structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107035005A (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11350617A (en) * | 1998-06-11 | 1999-12-21 | Asahi Chem Ind Co Ltd | Joint structure between large decorative plate for precast concrete composite panel |
| CN1285447A (en) * | 1993-05-10 | 2001-02-28 | 凡林奇铝业有限公司 | System for jointing building plate |
| DE10002866A1 (en) * | 2000-01-24 | 2001-08-16 | Reiner Ulbrich | Joint gap filling profile for floors serving for air cushion transport has a vertical section extending into the joint gap, and a horizontal section filling the top broadened zone of the joint gap |
| CN203393850U (en) * | 2013-08-13 | 2014-01-15 | 刘运林 | Board end abutted seam connection structure of superimposed board |
| CN104695594A (en) * | 2015-02-27 | 2015-06-10 | 同济大学 | Superimposed shear wall based on semi-prefabricated super-tough reinforced concrete |
| CN204418452U (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 precast floor slab cracking-proof structure |
| CN204850188U (en) * | 2015-07-23 | 2015-12-09 | 青岛一建集团有限公司 | One -way superimposed sheet piece connection structure |
| CN204960002U (en) * | 2015-09-01 | 2016-01-13 | 沈阳建筑大学 | Novel assembled coincide floor bottom piece structure |
| CN205314269U (en) * | 2015-12-18 | 2016-06-15 | 济南中建建筑设计院有限公司 | One -way superimposed sheet of concrete side inter -plate seam construction |
| CN205314267U (en) * | 2015-08-11 | 2016-06-15 | 文登蓝岛建筑工程有限公司 | Novel wallboard joint line crack processing node in light is compound |
| CN205530724U (en) * | 2016-03-16 | 2016-08-31 | 上海烟草集团有限责任公司 | Overlength concrete structure intermittent type formula inflation strengthening band structure |
-
2017
- 2017-04-19 CN CN201710258521.0A patent/CN107035005A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1285447A (en) * | 1993-05-10 | 2001-02-28 | 凡林奇铝业有限公司 | System for jointing building plate |
| JPH11350617A (en) * | 1998-06-11 | 1999-12-21 | Asahi Chem Ind Co Ltd | Joint structure between large decorative plate for precast concrete composite panel |
| DE10002866A1 (en) * | 2000-01-24 | 2001-08-16 | Reiner Ulbrich | Joint gap filling profile for floors serving for air cushion transport has a vertical section extending into the joint gap, and a horizontal section filling the top broadened zone of the joint gap |
| CN203393850U (en) * | 2013-08-13 | 2014-01-15 | 刘运林 | Board end abutted seam connection structure of superimposed board |
| CN204418452U (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 precast floor slab cracking-proof structure |
| CN104695594A (en) * | 2015-02-27 | 2015-06-10 | 同济大学 | Superimposed shear wall based on semi-prefabricated super-tough reinforced concrete |
| CN204850188U (en) * | 2015-07-23 | 2015-12-09 | 青岛一建集团有限公司 | One -way superimposed sheet piece connection structure |
| CN205314267U (en) * | 2015-08-11 | 2016-06-15 | 文登蓝岛建筑工程有限公司 | Novel wallboard joint line crack processing node in light is compound |
| CN204960002U (en) * | 2015-09-01 | 2016-01-13 | 沈阳建筑大学 | Novel assembled coincide floor bottom piece structure |
| CN205314269U (en) * | 2015-12-18 | 2016-06-15 | 济南中建建筑设计院有限公司 | One -way superimposed sheet of concrete side inter -plate seam construction |
| CN205530724U (en) * | 2016-03-16 | 2016-08-31 | 上海烟草集团有限责任公司 | Overlength concrete structure intermittent type formula inflation strengthening band structure |
Non-Patent Citations (1)
| Title |
|---|
| 陈力等: "叠合板式混凝土剪力墙结构住宅施工技术探讨", 《建筑》 * |
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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 | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Jiasheng Inventor after: Zhong Jia Inventor after: Wu Kaina Inventor after: Li Shangwei Inventor after: Li Changming Inventor before: Zhong Jia Inventor before: Wu Kaina Inventor before: Li Zhuo Inventor before: Li Changming Inventor before: Zhang Jiasheng |
|
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170811 |