CN106812306A - A kind of cast-in-situ clear-water concrete fire prevention wall form - Google Patents
A kind of cast-in-situ clear-water concrete fire prevention wall form Download PDFInfo
- Publication number
- CN106812306A CN106812306A CN201610997711.XA CN201610997711A CN106812306A CN 106812306 A CN106812306 A CN 106812306A CN 201610997711 A CN201610997711 A CN 201610997711A CN 106812306 A CN106812306 A CN 106812306A
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- CN
- China
- Prior art keywords
- steel
- square
- square steel
- square frame
- plank sheathing
- 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
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of cast-in-situ clear-water concrete fire prevention wall form,A square frame is constituted by two vertical square steel and two horizontal square steel,The uniform vertical square steel in this square frame,Triangle connecting plate is equipped between each vertical square steel and horizontal square steel of the square frame,On a left side for square frame,Angle steel is evenly equipped with the inner surface of right steel,A left side for uniform each vertical square steel in the square frame,Angle steel is evenly equipped with right lateral surface,The tapping screw via relative with plank sheathing is equipped with each triangle connecting plate and on angle steel,The plank sheathing is placed on the square steel surface of the square frame,Plank sheathing is linked into an integrated entity with the square steel in square frame by tapping screw,Seam between the plank sheathing is relative with the end face of the square steel in square frame,Bipeltate pad is pasted with the end face of the square steel relative with plank sheathing seam,The present invention does not have Qinshui with concrete surface compared with the prior art,Spillage,The remarkable advantage of black surround and faulting of slab ends.
Description
Technical field
The present invention relates to a kind of building template, particularly a kind of cast-in-situ clear-water concrete fire prevention wall form.
Background technology
There is a kind of Special-shaped fireproof wall in current conversion station process of construction, i.e., the valve Room fire wall and multiple tracks of longitudinal direction are horizontal together prevents
Wall with flues, need to be reinforced and be installed in construction to template, and it is not tight easily piece occur between template, causes concrete surface to ooze
The defects such as water, spillage, black surround and faulting of slab ends.
The content of the invention
It is an object of the invention to provide the concrete surface at a kind of template splicing seam occur without Qinshui, spillage, black surround and
The cast-in-situ clear-water concrete fire prevention wall form of faulting of slab ends.
Realize the technical scheme is that, a kind of cast-in-situ clear-water concrete is prevented fires wall form, by two vertical square steel with
Two horizontal square steel constitute a square frame, the uniform vertical square steel in this square frame, in each vertical square steel and the transverse direction side of the square frame
Triangle connecting plate is equipped between steel, angle steel is evenly equipped with the inner surface of the left and right square steel of square frame, in the square frame
Angle steel is evenly equipped with the left and right side surface of each vertical square steel of cloth, is equipped with each triangle connecting plate and on angle steel
The tapping screw via relative with plank sheathing, the plank sheathing is placed on the square steel surface of the square frame, will by tapping screw
Plank sheathing links into an integrated entity with the square steel in square frame, and the seam between the plank sheathing is relative with the end face of the square steel in square frame,
Bipeltate pad is pasted with the end face of the square steel relative with plank sheathing seam.
The present invention does not have the remarkable advantage of Qinshui, spillage, black surround and faulting of slab ends with concrete surface compared with the prior art.
Brief description of the drawings
Fig. 1 is the front view of concrete fireproof wall form of the present invention；
Fig. 2 is the A-A profiles of Fig. 1；
Fig. 3 is close-up schematic view at B in Fig. 1；
Fig. 4 is partial enlarged drawing at C in Fig. 1；
Fig. 5 is formwork edge joint connection diagram of the present invention.
Specific embodiment
In order to overcome the defect of the Qinshui, spillage and faulting of slab ends of prior art presence, the present invention is using skill as Figure 1-5
Art scheme, a square frame is constituted by four square steel 1, triangle connecting plate 3 is provided with four angles of this square frame, in the square frame
Three vertical square steel are evenly equipped with, the left and right side at the two ends of three vertical square steel is respectively provided with a triangle connecting plate, should
Triangle connecting plate is connected with the square steel of vertical square steel and transverse direction, in the arranged on left and right sides of three vertical square steel
Four angle steel 2, the vertical plate of the angle steel and vertical side are respectively evenly equipped with the inner side of the vertical square steel of the arranged on left and right sides in square frame
Steel is connected, and the level board of the angle steel and each triangle connecting plate plate are provided with tapping screw via.Plank sheathing 4 is placed in
On the square frame, be fixed on plank sheathing on square steel by the screw via with tapping screw in each angle steel and triangle connecting plate, is
Prevent the seam spillage between plank sheathing, in template assemblies, square steel end that the seam between plank sheathing is placed in square frame
On face, and 2mm thickness bipeltates pad 5 is pasted on the square steel end face relative with plank sheathing seam, while connecing in plank sheathing
It is multiple with tung oil brushing at seam.
Using above-mentioned formwork structure, the efficiency of template group assembly and disassembly can be improved in pouring construction, the clear water for being poured is mixed
Coagulate any surface finish, attractive in appearance of soil.
Claims (1)
1. a kind of cast-in-situ clear-water concrete fire prevention wall form, it is characterised in that：By two vertical square steel and two horizontal square steel groups
Into a square frame, the uniform vertical square steel in this square frame is equipped with three between each vertical square steel and horizontal square steel of the square frame
Angle connection plate, is evenly equipped with angle steel on the inner surface of the left and right square steel of square frame, uniform each vertical square steel in the square frame
Left and right side surface on be evenly equipped with angle steel, be equipped with each triangle connecting plate and on angle steel relative with plank sheathing
Tapping screw via, the plank sheathing is placed on the square steel surface of the square frame, by tapping screw by plank sheathing and square frame
Square steel link into an integrated entity, the seam between the plank sheathing is relative with the end face of the square steel in square frame, with plank sheathing seam
Bipeltate pad is pasted with the end face of relative square steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610997711.XA CN106812306A (en) | 2016-11-14 | 2016-11-14 | A kind of cast-in-situ clear-water concrete fire prevention wall form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610997711.XA CN106812306A (en) | 2016-11-14 | 2016-11-14 | A kind of cast-in-situ clear-water concrete fire prevention wall form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106812306A true CN106812306A (en) | 2017-06-09 |
Family
ID=59106768
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610997711.XA Pending CN106812306A (en) | 2016-11-14 | 2016-11-14 | A kind of cast-in-situ clear-water concrete fire prevention wall form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106812306A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1046806A (en) * | 1996-08-07 | 1998-02-17 | Nikken Metal:Kk | Formwork panel for concrete |
| CN2480470Y (en) * | 2001-02-20 | 2002-03-06 | 河南省第二建筑工程有限责任公司 | In situ casting clean water concrete structure form |
| CN101086184A (en) * | 2007-05-26 | 2007-12-12 | 中国建筑第七工程局第二建筑公司 | Annular closure structure formwork support method |
| CN201206333Y (en) * | 2008-01-09 | 2009-03-11 | 中建三局建设工程股份有限公司 | Novel dry concrete big template connecting piece device |
| CN103233580A (en) * | 2013-04-17 | 2013-08-07 | 河南省第二建设集团有限公司 | Bare concrete formwork and square timber connection structure |
| CN103643793A (en) * | 2013-12-11 | 2014-03-19 | 中国建筑股份有限公司上海分公司 | Ultrathin steel and wood combined formwork system used for primary slurry as-cast finish concrete construction |
| CN105625186A (en) * | 2015-12-31 | 2016-06-01 | 浙江舜杰建筑集团股份有限公司 | Method for constructing large-section concrete Y-shaped column |
| CN205476445U (en) * | 2016-01-29 | 2016-08-17 | 中国建筑第八工程局有限公司 | Wide -angle veneer clear water inclined wall 's template system of consolidating |
-
2016
- 2016-11-14 CN CN201610997711.XA patent/CN106812306A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1046806A (en) * | 1996-08-07 | 1998-02-17 | Nikken Metal:Kk | Formwork panel for concrete |
| CN2480470Y (en) * | 2001-02-20 | 2002-03-06 | 河南省第二建筑工程有限责任公司 | In situ casting clean water concrete structure form |
| CN101086184A (en) * | 2007-05-26 | 2007-12-12 | 中国建筑第七工程局第二建筑公司 | Annular closure structure formwork support method |
| CN201206333Y (en) * | 2008-01-09 | 2009-03-11 | 中建三局建设工程股份有限公司 | Novel dry concrete big template connecting piece device |
| CN103233580A (en) * | 2013-04-17 | 2013-08-07 | 河南省第二建设集团有限公司 | Bare concrete formwork and square timber connection structure |
| CN103643793A (en) * | 2013-12-11 | 2014-03-19 | 中国建筑股份有限公司上海分公司 | Ultrathin steel and wood combined formwork system used for primary slurry as-cast finish concrete construction |
| CN105625186A (en) * | 2015-12-31 | 2016-06-01 | 浙江舜杰建筑集团股份有限公司 | Method for constructing large-section concrete Y-shaped column |
| CN205476445U (en) * | 2016-01-29 | 2016-08-17 | 中国建筑第八工程局有限公司 | Wide -angle veneer clear water inclined wall 's template system of consolidating |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170609 |