CN107916779A - A kind of plank sheathing side seam reinforcing and processing method - Google Patents
A kind of plank sheathing side seam reinforcing and processing method Download PDFInfo
- Publication number
- CN107916779A CN107916779A CN201711136788.9A CN201711136788A CN107916779A CN 107916779 A CN107916779 A CN 107916779A CN 201711136788 A CN201711136788 A CN 201711136788A CN 107916779 A CN107916779 A CN 107916779A
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- CN
- China
- Prior art keywords
- plank sheathing
- iron plate
- plank
- processing method
- sheathing
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- 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
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- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/04—Forming boards or similar elements the form surface being of wood
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of plank sheathing side seam reinforcing and processing method, belongs to building engineering construction method and technology field.The present invention step be：Step 1：Get the first plank sheathing ready；Step 2：First plank sheathing, four side is taken into groove between two parties using instrument；Step 3：Four sides of the first plank sheathing are wrapped up with the first iron plate, are fixed the first iron plate and the first plank sheathing using tapping screw；Step 4：By the first iron plate flange to two outer edge of groove port；Step 5：Second plank sheathing, four side is wrapped up with the second iron plate；Step 6：On the thickness direction of the second plank sheathing fabrication and installation strip and with original parcel iron plate be effectively connected；Step 7：To by the way that corner is reinforced using iron plate, then assembling occlusion again；Step 8：To assembled good after-pouring concrete；Step 9：Dismountable recycling.This invention ensures that the globality at form joint, substantially increases concrete formation quality, and the engineering construction cycle is have compressed, improve the template number of turnover.
Description
Technical field
The present invention relates to building engineering construction method and technology field, is reinforced more specifically to a kind of plank sheathing side seam
Processing method.
Background technology
At present, in construction piping lane template construction and reinforce it is particularly important that, it directly affect last concrete into
The Forming Quality of type quality, particularly template and concrete at form joint is directly related to the appearance of whole concrete topping,
Conventional construction method be at form joint on the inside of sticking two-faced adhesive tape, prevent concrete spillage, but it is relatively complicated to operate, and
Effect is also unsatisfactory；The high speed development of recent years, particularly new industry, engineering construction piping lane quality requirement is higher,
Position at form joint in work progress, coordinates the method for reinforcement to be applied using both sides' wood, but can not be from root
Solved the problems, such as on this, and with the rising of the template number of turnover, there is also deformation in itself for template.The present invention carries out on this basis
Corresponding improvement, substantially increases the globality at form joint, while also substantially increase concrete formation at form joint
Quality, and the engineering construction cycle is have compressed, improve the template number of turnover.
The content of the invention
1st, to solve the problems, such as
In view of the problems of the existing technology and deficiency, the present invention provides a kind of plank sheathing side seam reinforcing and processing method,
It ensure that the globality at form joint, substantially increase concrete formation quality, and have compressed the engineering construction cycle, improve
The template number of turnover.
2nd, technical solution
To reach above-mentioned purpose, technical solution provided by the invention is：
A kind of plank sheathing side seam reinforcing and processing method of the present invention, it is characterised in that：Plank sheathing includes：First plank sheathing is certainly
Screw and the second plank sheathing tapping screw are attacked, four sides of the first plank sheathing tapping screw open up fluted tapping screw；
The first iron plate tapping screw is enclosed with four sides of the first plank sheathing tapping screw；The first iron plate tapping screw
It is fixed with the first plank sheathing tapping screw by tapping screw tapping screw；Second plank sheathing tapping screw, four side
On be enclosed with the second iron plate tapping screw；The second iron plate tapping screw and the second plank sheathing tapping screw passes through self tapping spiral shell
Nail tapping screw is fixed；Strip tapping screw is installed with the second plank sheathing tapping screw thickness direction,
Using following steps：
Step 1：First, it is familiar with drawing and determines template modulus, typesetting is carried out to engineering template, gets out the first plank sheathing
With the second plank sheathing；
Step 2：First plank sheathing, four side is taken into groove between two parties using instrument；
Step 3：Four sides of the first plank sheathing are wrapped up with the first iron plate, it is using tapping screw that the first iron plate is wooden with first
Template is fixed, and the width that the first iron plate contacts with the first plank sheathing is 70mm；
Step 4：By the first iron plate flange to two outer edge of groove port；
Step 5：Four sides of the second plank sheathing are wrapped up with the second iron plate, it is with tapping screw that the second iron plate is wooden with second
Template is fixed, and the width that the second iron plate contacts with the second plank sheathing is 40mm；
Step 6：On the thickness direction of the second plank sheathing fabrication and installation strip and with original parcel iron plate be attached；
Step 7：The first plank sheathing transformed and the second plank sheathing are carried out it is assembled, by by corner using iron plate into
Row is reinforced, and then assembles occlusion again；
Step 8：To assembled good the first plank sheathing and the second plank sheathing casting concrete；
Step 9：After use, the first plank sheathing and the second plank sheathing are removed and recycled.
As a further improvement on the present invention, the groove width is 5mm, depth 30mm.
As a further improvement on the present invention, first plank sheathing and the second plank sheathing size are
915mmx1830mmx15mm。
As a further improvement on the present invention, the first iron plate thickness is 5mm, width 70mm.
As a further improvement on the present invention, the second iron plate thickness is 5mm, width 40mm.
As a further improvement on the present invention, the strip uses thickness as 5mm, and width is that the iron plate of 30mm is made.
As a further improvement on the present invention, a length of 8mm of the tapping screw.
3rd, beneficial effect
Compared with the prior art, beneficial effects of the present invention are：
(1) a kind of plank sheathing side seam reinforcing and processing method of the invention, two blocks of improved plank sheathings, it include concave and
Then two kinds of formwork structures of convex, two kinds of formwork structures assemble occlusion, improve again by the way that corner is reinforced using iron plate
The number of turnover of template, ensure that globality of the concrete in seam crossing, while also greatly reduce spillage, so as to improve mixed
Solidifying earth forming quality.
(2) a kind of plank sheathing side seam reinforcing and processing method of the invention, this invention ensures that the globality at form joint,
Concrete formation quality is substantially increased, and have compressed the engineering construction cycle, improves the template number of turnover.
Brief description of the drawings
Fig. 1 is the first wooden formwork structure schematic diagram of the present invention；
Fig. 2 is the second wooden formwork structure schematic diagram of the present invention；
Fig. 3 is the first plank sheathing schematic side view of the present invention；
Fig. 4 is the second plank sheathing schematic side view of the present invention.
In figure：1st, the first plank sheathing；2nd, the second plank sheathing；3rd, groove；4th, the first iron plate；5th, tapping screw；6th, the second iron
Plate；7th, strip.
Embodiment
The present invention is further described below with reference to specific embodiments and the drawings：
Embodiment 1
As shown in Figs 1-4, a kind of plank sheathing side seam reinforcing and processing method of the present embodiment, plank sheathing include：First wooden model
1 and second plank sheathing 2 of plate, four sides of first plank sheathing 1 open up fluted 3；On four sides of first plank sheathing 1
It is enclosed with the first iron plate 4；First iron plate 4 is fixed with the first plank sheathing 1 by tapping screw 5；Described second
The second iron plate 6 is enclosed with four sides of plank sheathing 2；Second iron plate 6 is carried out with the second plank sheathing 6 by tapping screw 5
It is fixed；Strip 7 is installed with second plank sheathing, 2 thickness direction, using following steps：
Step 1：First, it is familiar with drawing and determines template modulus, typesetting is carried out to engineering template using correlation technique, is prepared
First plank sheathing 1 and the second plank sheathing 2；
Step 2：First plank sheathing, 1 four side is taken into groove 3 between two parties using instrument；
Step 3：Four sides of the first plank sheathing 1 are wrapped up with the first iron plate 4, using tapping screw 5 by the first iron plate 4 and the
One plank sheathing 1 is fixed, and the width that the first iron plate 4 contacts with the first plank sheathing 1 is 70mm；
Step 4：By 4 flange of the first iron plate to 3 mouthful of two outer edge of groove；
Step 5：Four sides of the second plank sheathing 2 are wrapped up with the second iron plate 6, with tapping screw 5 by the second iron plate 6 and
Two plank sheathings 2 are fixed, and the width that the second iron plate 6 contacts with the second plank sheathing 2 is 40mm；
Step 6：Fabrication and installation strip 7 and carried out on the thickness direction of the second plank sheathing 2 with original parcel iron plate effective
Connection；
Step 7：Assembly is carried out to the first plank sheathing 1 and the second plank sheathing 2 transformed, by the way that corner is used iron plate
Reinforced, then assemble occlusion again；
Step 8：To assembled good 2 casting concrete of the first plank sheathing 1 and the second plank sheathing；
Step 9：After use, the first plank sheathing 1 and the second plank sheathing 2 are removed into recycling.
A kind of plank sheathing side seam reinforcing and processing method of the present embodiment, purchases the first plank sheathings of 915x1830x15mm 1 first
With the second plank sheathing 2, four side of template is taken into 5mm wide between two parties using instrument, depth is 30mm grooves 3, then thick with 5mm, and width is
The first iron plates of 70mm 4 wrap up four sides of the first plank sheathing 1, and the first iron plate 4 is carried out with the first plank sheathing 1 using 8mm tapping screws 5
Fixed, the first iron plate 4 and 1 face layer contacts width of the first plank sheathing are 70mm, and 4 flange of the first iron plate to two outer edge of recess is (such as
Fig. 1, shown in 3)；Secondly, four sides of other one piece of second plank sheathing 2 are thick with 5mm, width wraps up for the second iron plates of 0mm 6, and second
Iron plate 6 is fixed with the second plank sheathing 2 using 8mm tapping screws 5,2 face layer contacts width of the second iron plate 6 and the second plank sheathing
Thick using 5mm in template thickness direction for 40mm, width makes irony strip 7 for 30mm iron plates and is had with original parcel iron plate
Effect connection is (as shown in Figure 2,4)；Finally, assembly is carried out to the two blocks of plank sheathings transformed, then using conventional method to template
Reinforced, casting concrete, two pieces of templates transformed can repeat to remove to recycle.
A kind of plank sheathing side seam reinforcing and processing method of the present embodiment, in certain construction work, to constructing at form joint
Seam crossing is found using the method, after form removal without concrete spillage, concrete formation quality is good, disposable qualification rate 100%,
The later stage has been saved to bore except the artificial and material needed.This method construction is safe, and one kind is provided more for seam crossing template construction
Effective construction method.
A kind of plank sheathing side seam reinforcing and processing method proposed by the invention, ensure that the globality at form joint, greatly
Concrete formation quality is improved greatly, and have compressed the engineering construction cycle, improves the template number of turnover.
Schematically the present invention and embodiments thereof are described above, this describes no restricted, institute in attached drawing
What is shown is also one of embodiments of the present invention, and actual structure is not limited thereto.So if common skill of this area
Art personnel are enlightened by it, without departing from the spirit of the invention, are not inventively designed and the technical solution
Similar frame mode and embodiment, are within the scope of protection of the invention.
Claims (7)
- A kind of 1. plank sheathing side seam reinforcing and processing method, it is characterised in that：Plank sheathing includes：First plank sheathing (1) and the second wood Template (2), four sides of first plank sheathing (1) open up fluted (3)；Wrapped on four sides of first plank sheathing (1) It is wrapped with the first iron plate (4)；First iron plate (4) is fixed with the first plank sheathing (1) by tapping screw (5)；It is described (2) four side of the second plank sheathing on be enclosed with the second iron plate (6)；Second iron plate (6) passes through certainly with the second plank sheathing (2) Screw (5) is attacked to be fixed；Strip (7) is installed with described the second plank sheathing (2) thickness direction, using following step Suddenly：Step 1：First, be familiar with drawing and determine template modulus, to engineering template carry out typesetting, be ready to the first plank sheathing (1) and Second plank sheathing (2)；Step 2：(1) four side of first plank sheathing is taken into groove (3) between two parties using instrument；Step 3：Four sides of the first plank sheathing (1) are wrapped up with the first iron plate (4), using tapping screw (5) by the first iron plate (4) Fixed with the first plank sheathing (1), the width that the first iron plate (4) contacts with the first plank sheathing (1) is 70mm；Step 4：By the first iron plate (4) flange to two outer edge of groove (3) mouth；Step 5：Four sides of the second plank sheathing (2) are wrapped up with the second iron plate (6), with tapping screw (5) by the second iron plate (6) It is fixed with the second plank sheathing (2), the width that the second iron plate (6) contacts with the second plank sheathing (2) is 40mm；Step 6：On the thickness direction of the second plank sheathing (2) fabrication and installation strip (7) and with original parcel iron plate be attached；Step 7：Assembly is carried out to the first plank sheathing (1) and the second plank sheathing (2) transformed, by the way that corner is used iron plate Reinforced, then assemble occlusion again；Step 8：To assembled good the first plank sheathing (1) and the second plank sheathing (2) casting concrete；Step 9：After use, the first plank sheathing (1) and the second plank sheathing (2) are removed and recycled.
- A kind of 2. plank sheathing side seam reinforcing and processing method according to claim 1, it is characterised in that：The groove (3) Width is 5mm, depth 30mm.
- A kind of 3. plank sheathing side seam reinforcing and processing method according to claim 1, it is characterised in that：First wooden model Plate (1) and the second plank sheathing (2) size are 915mmx1830mmx15mm.
- A kind of 4. plank sheathing side seam reinforcing and processing method according to claim 1, it is characterised in that：First iron plate (4) thickness is 5mm, width 70mm.
- A kind of 5. plank sheathing side seam reinforcing and processing method according to claim 1, it is characterised in that：Second iron plate (6) thickness is 5mm, width 40mm.
- A kind of 6. plank sheathing side seam reinforcing and processing method according to claim 1, it is characterised in that：The strip (7) Thickness is used as 5mm, width is that the iron plate of 30mm is made.
- A kind of 7. plank sheathing side seam reinforcing and processing method according to claim 1, it is characterised in that：The tapping screw (5) a length of 8mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711136788.9A CN107916779A (en) | 2017-11-16 | 2017-11-16 | A kind of plank sheathing side seam reinforcing and processing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711136788.9A CN107916779A (en) | 2017-11-16 | 2017-11-16 | A kind of plank sheathing side seam reinforcing and processing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107916779A true CN107916779A (en) | 2018-04-17 |
Family
ID=61895568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711136788.9A Pending CN107916779A (en) | 2017-11-16 | 2017-11-16 | A kind of plank sheathing side seam reinforcing and processing method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107916779A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235910A (en) * | 2021-04-12 | 2021-08-10 | 浙江智造热成型科技有限公司 | Novel light high-strength steel template and manufacturing process thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2570376Y (en) * | 2002-09-21 | 2003-09-03 | 王立仓 | Construction stencil |
| CN202644972U (en) * | 2011-12-31 | 2013-01-02 | 青建集团股份公司 | Edge wrapping glued board template |
| CN203145438U (en) * | 2013-01-23 | 2013-08-21 | 中国三冶集团有限公司第二建筑工程公司 | Simple template for construction |
-
2017
- 2017-11-16 CN CN201711136788.9A patent/CN107916779A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2570376Y (en) * | 2002-09-21 | 2003-09-03 | 王立仓 | Construction stencil |
| CN202644972U (en) * | 2011-12-31 | 2013-01-02 | 青建集团股份公司 | Edge wrapping glued board template |
| CN203145438U (en) * | 2013-01-23 | 2013-08-21 | 中国三冶集团有限公司第二建筑工程公司 | Simple template for construction |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235910A (en) * | 2021-04-12 | 2021-08-10 | 浙江智造热成型科技有限公司 | Novel light high-strength steel template and manufacturing process thereof |
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| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20180417 |