CN106381943A - Prefabricated wallboard construction method of dovetail joint type connection way - Google Patents
Prefabricated wallboard construction method of dovetail joint type connection way Download PDFInfo
- Publication number
- CN106381943A CN106381943A CN201610792893.7A CN201610792893A CN106381943A CN 106381943 A CN106381943 A CN 106381943A CN 201610792893 A CN201610792893 A CN 201610792893A CN 106381943 A CN106381943 A CN 106381943A
- Authority
- CN
- China
- Prior art keywords
- wallboard
- prefabrication
- groove
- numbering
- assembly construction
- 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.)
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Classifications
-
- 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
Abstract
The invention belongs to the field of building components and particularly relates to a prefabricated wallboard construction method of a dovetail joint type connection way. The method comprises the following steps: (I) numbering the prefabricated wallboards in a factory, and marking the boards of which the upper tip is a concave block with A+ and the boards of which the upper tip is a convex block with A-; (II) performing fine processing of the prefabricated wallboards A+, polishing the tongue-and-groove edge to obtain an inverted splay opening, and pre-embedding a rebar in each groove; (III) performing fine processing of the prefabricated wallboards A-, cutting 20mm from each side of the convex block, polishing the tongue-and-groove edge to obtain an inverted splay opening, and pre-embedding a rebar in each groove; and (IV) splicing on the site and positioning the embedded steel bars, and when the joint is dense, leveling with mortar at the joint. The method provided by the invention has the advantages of fast positioning, crack prevention, strength improvement at joints and the like.
Description
Technical field
The invention belongs to building element field is and in particular to a kind of assembled wallboard construction party of horse tooth trough formula connected mode
Method.
Background technology
Prefabrication and assembly construction wallboard is the component that construction is installed, and prefabrication and assembly construction wallboard presence of the prior art lacks as follows
Point：Traditional precoated plate is up big and down small herringbone plate, the plate stitch being formed between the two plates be positive splayed although
Although with anticracking grout jointing, but it is easy to fall off the phenomenon hurted sb.'s feelings；The junction of contiguous prefabricated assembled wallboard
, easily crack in insufficient strength；Simultaneously easily deviation when connecing in contiguous prefabricated assembled wallboard.For above-mentioned technical problem, this
Applicant provides a kind of assembled wallboard construction method of horse tooth trough formula connected mode, and this case thus produces.
Content of the invention
It is an object of the invention to provide a kind of assembled wallboard construction method of horse tooth trough formula connected mode, adjacent to overcome
, easily crack in the junction insufficient strength of prefabrication and assembly construction wallboard；Simultaneously easily deviation when connecing in contiguous prefabricated assembled wallboard
Etc. technical problem.
For achieving the above object, the technical scheme of the concrete offer of the present invention is：A kind of assembling of horse tooth trough formula connected mode
Wallboard construction method, comprises the steps：
The first step, assembled wallboard is numbered in factory, is numbered with A+, in upper end is on upper end is for the plate of concave block
It is numbered with A- on the plate of projection；
Second step, the prefabrication and assembly construction wallboard fining-off being A+ for numbering, tongue and groove side carries out polishing down eight word mouths, and will compile
Number for A+ prefabrication and assembly construction wallboard in each groove embedded bar；
3rd step, the prefabrication and assembly construction wallboard fining-off being A- for numbering, the every side of projection cuts away 20mm, tongue and groove side is carried out
Polish down eight word mouths, and the prefabrication and assembly construction wallboard being A- will be numbered in each groove embedded bar；
4th step, the two prefabrication and assembly construction wallboard on-site consolidations that numbering is A+ and A-, and carry out bar planting positioning, after seam is closely knit
Floating with mortar in seam crossing.
Further, in described second step and the 3rd step：Numbering is the prefabrication and assembly construction wallboard of A+ and A- in each groove
Two grades of steel of pre-buried two a diameter of 8mm, pre-buried length is 300mm, and length in reserve is 300mm.
Further, described 4th step：It is floating with special cracking resistance polymer mortar in seam crossing after seam is closely knit.
Beneficial effects of the present invention：
First, quick positioning：In assembled architecture, when prefabricated panel is installed, can be engaged by tongue and groove each other
Formula connects, and accurately and quickly installs wallboard.
2nd, prevent crack：The position of two pieces of precoated plate stitching portions is changed to groove and tognue type, so reduces mortar joint length, subtracts
Few crack caused because of dilatation.
3rd, strengthen the intensity of seam crossing：Groove and tognue type connects, and as the mortise-tenon joint in ancient building, has good antidetonation effect
Really.
Brief description
Fig. 1 is present configuration schematic diagram.
Specific embodiment
As shown in figure 1, present invention announcement is a kind of assembled wallboard construction method of horse tooth trough formula connected mode, including such as
Lower step：
The first step, assembled wallboard is numbered in factory, is numbered with A+, in upper end is on the plate for concave block 1 for the upper end
It is numbered with A- on the plate of projection 2；
Second step, the prefabrication and assembly construction wallboard fining-off being A+ for numbering, tongue and groove side carries out polishing down eight word mouths, and will compile
In two grades of steel 3 of pre-buried two a diameter of 8mm, pre-buried length is 300mm to prefabrication and assembly construction wallboard number for A+, and length in reserve is
300mm.
3rd step, the prefabrication and assembly construction wallboard fining-off being A- for numbering, the every side of projection 2 cuts away 20mm, by tongue and groove side
Carry out polishing down eight word mouths, and the prefabrication and assembly construction wallboard being A- will be numbered in the pre-buried two a diameter of 8mm of each groove
Two grades of steel 3, pre-buried length is 300mm, and length in reserve is 300mm.
4th step, the two prefabrication and assembly construction wallboard on-site consolidations that numbering is A+ and A-, and carry out bar planting positioning, seam is close
Floating with special cracking resistance polymer mortar in seam crossing after reality.
Described cracking resistance polymer mortar is pea gravel concreten or cement mortar.
Above one embodiment of the present of invention is described in detail, but described content has been only the preferable enforcement of the present invention
Example is it is impossible to be considered the practical range for limiting the present invention.All impartial changes made according to the present patent application scope and improvement
Deng all should still belong within the patent covering scope of the present invention.
Claims (3)
1. a kind of assembled wallboard construction method of horse tooth trough formula connected mode is it is characterised in that comprise the steps：
The first step, assembled wallboard is numbered in factory, is numbered with A+, in upper end is on upper end is for the plate of concave block
It is numbered with A- on the plate of projection；
Second step, the prefabrication and assembly construction wallboard fining-off being A+ for numbering, tongue and groove side carries out polishing down eight word mouths, and will compile
Number for A+ prefabrication and assembly construction wallboard in each groove embedded bar；
3rd step, the prefabrication and assembly construction wallboard fining-off being A- for numbering, the every side of projection cuts away 20mm, tongue and groove side is carried out
Polish down eight word mouths, and the prefabrication and assembly construction wallboard being A- will be numbered in each groove embedded bar；
4th step, the two prefabrication and assembly construction wallboard on-site consolidations that numbering is A+ and A-, and carry out bar planting positioning, after seam is closely knit
Floating with mortar in seam crossing.
2. a kind of horse tooth trough formula connected mode according to claim 1 assembled wallboard construction method it is characterised in that：Institute
State in second step and the 3rd step：Numbering is the prefabrication and assembly construction wallboard of A+ and A- in the pre-buried two a diameter of 8mm of each groove
Two grades of steel, pre-buried length be 300mm, length in reserve be 300mm.
3. a kind of horse tooth trough formula connected mode according to claim 1 assembled wallboard construction method it is characterised in that：Institute
State the 4th step：It is floating with special cracking resistance polymer mortar in seam crossing after seam is closely knit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610792893.7A CN106381943A (en) | 2016-08-31 | 2016-08-31 | Prefabricated wallboard construction method of dovetail joint type connection way |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610792893.7A CN106381943A (en) | 2016-08-31 | 2016-08-31 | Prefabricated wallboard construction method of dovetail joint type connection way |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106381943A true CN106381943A (en) | 2017-02-08 |
Family
ID=57938807
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610792893.7A Pending CN106381943A (en) | 2016-08-31 | 2016-08-31 | Prefabricated wallboard construction method of dovetail joint type connection way |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106381943A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166631A (en) * | 2018-02-05 | 2018-06-15 | 南通联泷建筑材料有限公司 | A kind of horse tooth trough connection structure of wallboard and wallboard |
| CN113216450A (en) * | 2021-05-25 | 2021-08-06 | 中冶交投善筑成都装配式建筑科技发展有限公司 | Energy-consumption self-recovery wallboard structure and installation method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2568163A3 (en) * | 1984-07-26 | 1986-01-31 | Clostyl | Panel consisting of strips of wood with tongue and groove assembly |
| JPH08199700A (en) * | 1995-01-25 | 1996-08-06 | Nisso Ind Co Ltd | Wall panel |
| CN201043300Y (en) * | 2007-05-25 | 2008-04-02 | 寇金生 | Full fabricated building of quakeproof concrete structure |
| CN203924476U (en) * | 2014-06-19 | 2014-11-05 | 田超群 | The complete shock-proof wall plate of the prefabricated tenon joint type of integrated building |
| CN104675012A (en) * | 2015-03-17 | 2015-06-03 | 西安建筑科技大学 | Prefabricated polypropylene fiber sludge ceramsite concrete wall based on serrated racking connection and construction method thereof |
| CN204781441U (en) * | 2015-06-26 | 2015-11-18 | 四川华构住宅工业有限公司 | Assembled reinforced concrete wallboard frame construction |
-
2016
- 2016-08-31 CN CN201610792893.7A patent/CN106381943A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2568163A3 (en) * | 1984-07-26 | 1986-01-31 | Clostyl | Panel consisting of strips of wood with tongue and groove assembly |
| JPH08199700A (en) * | 1995-01-25 | 1996-08-06 | Nisso Ind Co Ltd | Wall panel |
| CN201043300Y (en) * | 2007-05-25 | 2008-04-02 | 寇金生 | Full fabricated building of quakeproof concrete structure |
| CN203924476U (en) * | 2014-06-19 | 2014-11-05 | 田超群 | The complete shock-proof wall plate of the prefabricated tenon joint type of integrated building |
| CN104675012A (en) * | 2015-03-17 | 2015-06-03 | 西安建筑科技大学 | Prefabricated polypropylene fiber sludge ceramsite concrete wall based on serrated racking connection and construction method thereof |
| CN204781441U (en) * | 2015-06-26 | 2015-11-18 | 四川华构住宅工业有限公司 | Assembled reinforced concrete wallboard frame construction |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166631A (en) * | 2018-02-05 | 2018-06-15 | 南通联泷建筑材料有限公司 | A kind of horse tooth trough connection structure of wallboard and wallboard |
| CN113216450A (en) * | 2021-05-25 | 2021-08-06 | 中冶交投善筑成都装配式建筑科技发展有限公司 | Energy-consumption self-recovery wallboard structure and installation method |
| CN113216450B (en) * | 2021-05-25 | 2023-08-04 | 中冶交投善筑成都装配式建筑科技发展有限公司 | Energy-consumption self-recovery wallboard structure and installation method |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170208 |