CN106284979A - A kind of shear wall formwork installs root angle steel device - Google Patents
A kind of shear wall formwork installs root angle steel device Download PDFInfo
- Publication number
- CN106284979A CN106284979A CN201610728176.8A CN201610728176A CN106284979A CN 106284979 A CN106284979 A CN 106284979A CN 201610728176 A CN201610728176 A CN 201610728176A CN 106284979 A CN106284979 A CN 106284979A
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- CN
- China
- Prior art keywords
- angle steel
- shear wall
- steel device
- planar substrate
- wall formwork
- 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
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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 shear wall formwork and root angle steel device is installed, including planar substrate and the angle steel device being vertically fixed on planar substrate, several steel nails it are provided with on planar substrate, steel nail near planar substrate side is arranged on the control line, steel nail and angle steel device are each attached in rubber and plastic thin plate feet, rubber and plastic thin plate feet is fixed on shear wall root, screw hole it is provided with on angle steel device, control line is arranged at the 200mm of planar substrate both sides, spacing between steel nail is in 250mm, and steel nail is no less than 3；The present invention relates to form work engineering shear wall formwork installation, the angle steel device of a kind of 50x50x3mm, uses this angle steel device, can well stop shear wall root spillage, rotten, the deformation common quality defect such as shifting phenomena, Concrete Structure molding perception, reduces secondary and repairs.
Description
Technical field
The present invention relates to a kind of installation root angle steel device, particularly to a kind of shear wall formwork, root angle steel dress is installed
Put, belong to root angle steel technical field.
Background technology
During shear wall formwork, the quality that the foot of a wall portion processes directly determines concrete formation perception.Construction at present, for the foot of a wall
The mode that portion processes is the big crack of reserved 1.5cm after being essentially model sheetinstallat, uses high grade water-setting the previous day in concreting
Mortar caulking joint, although this method is extensively used, but the foot of a wall portion spillage during practice of construction, rotten, the quality such as deformation shifting phenomena leads to
Disease the most generally exists, and the concrete formation perception poured is bad, and repairing amount is relatively big, and the perception after repairing is the most very
Difference, artificial, the spillage of material that thus result in greatly, and are unfavorable for cost control.
Summary of the invention
The foot of a wall portion spillage, rotten, deformation shifting phenomena when the technical problem to be solved in the present invention is to overcome existing construction, and
And repairing amount is relatively big, the perception after repairing is the most very poor, and artificial, the spillage of material that thus result in greatly, and are unfavorable for cost control
Defect, it is provided that a kind of shear wall formwork installs root angle steel device, thus solves the problems referred to above.
In order to solve above-mentioned technical problem, the invention provides following technical scheme:
One shear wall formwork of the present invention installs root angle steel device, including planar substrate and be vertically fixed on described basic unit
Angle steel device in plane, described planar substrate is provided with several steel nails, near the described steel of described planar substrate side
Nail is arranged on the control line, and described steel nail and described angle steel device are each attached in rubber and plastic thin plate feet.
As a preferred technical solution of the present invention, described rubber and plastic thin plate feet is fixed on shear wall root.
As a preferred technical solution of the present invention, described angle steel device is provided with screw hole.
As a preferred technical solution of the present invention, described control line is arranged on the 200mm of described planar substrate both sides
Place.
As a preferred technical solution of the present invention, the spacing between described steel nail is in 250mm, and described steel nail is not
Less than 3.
The present invention is reached to provide the benefit that: one shear wall formwork of the present invention installs root angle steel device, relates to mould
Plate engineering shear wall formwork installation, the angle steel device of a kind of 50x50x3mm, use this angle steel device, can be very well
Stop shear wall root spillage, rotten, the deformation common quality defect such as shifting phenomena, Concrete Structure molding perception, reduce secondary
Repair.
Accompanying drawing explanation
Accompanying drawing is for providing a further understanding of the present invention, and constitutes a part for description, with the reality of the present invention
Execute example together for explaining the present invention, be not intended that limitation of the present invention.In the accompanying drawings:
Fig. 1 is that one shear wall formwork of the present invention installs root angle steel device overall structure schematic diagram；
In figure: 1, planar substrate；2, control line；3, steel nail；4, rubber and plastic thin plate feet；5, angle steel device；6, screw hole.
Detailed description of the invention
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are illustrated, it will be appreciated that preferred reality described herein
Execute example be merely to illustrate and explain the present invention, be not intended to limit the present invention.
Embodiment
As it is shown in figure 1, a kind of shear wall formwork installs root angle steel device, including planar substrate 1 be vertically fixed on base
Angle steel device 5 on layer plane 1, planar substrate 1 is provided with several steel nails 3, and the steel nail 3 near planar substrate 1 side sets
Putting on control line 2, steel nail 3 and angle steel device 5 are each attached in rubber and plastic thin plate feet 4.
Further, rubber and plastic thin plate feet 4 is fixed on shear wall root, and angle steel device 5 is provided with screw hole 6, controls
Line 2 is arranged at the 200mm of planar substrate 1 both sides, and the spacing between steel nail 3 is in 250mm, and steel nail 3 is no less than 3.
Concrete, before the present invention is mainly model sheetinstallat, fix angle steel device by steel nail 3, make an entirety,
Do not leaked outside when both can guarantee that shear wall concrete vibrating slurry, without rotten deformation, can ensure that again shear wall formwork location is without skew
Phenomenon.It addition, set up an elongated 4cm rubber and plastic thin plate feet 4 at the concrete floor wound contacted with angle bar, better.
This device is simple to operate, once puts into, and can have enough to meet the need use for a long time, and range of application is relatively wide, can effectively stop structure root spillage, rotten
The common quality defects such as root and deformation shifting phenomena.Shear wall formwork installs and uses the 50x50x3mm angle steel device 5 of invention, stops
The generation of a series of common quality defect of root, can increase concrete formation perception, reduces again people, material input.
One shear wall formwork of the present invention installs root angle steel device, relates to form work engineering shear wall formwork installation,
The angle steel device 5 of a kind of 50x50x3mm, uses this angle steel device 5, can well stop shear wall root spillage, rotten
The common quality defects such as root, deformation shifting phenomena, Concrete Structure molding perception, reduce secondary and repair.
Finally it is noted that the foregoing is only the preferred embodiments of the present invention, it is not limited to the present invention,
Although being described in detail the present invention with reference to previous embodiment, for a person skilled in the art, it still may be used
So that the technical scheme described in foregoing embodiments to be modified, or wherein portion of techniques feature is carried out equivalent.
All within the spirit and principles in the present invention, any modification, equivalent substitution and improvement etc. made, should be included in the present invention's
Within protection domain.
Claims (5)
1. shear wall formwork installs a root angle steel device, including planar substrate (1) be vertically fixed on described planar substrate
(1) angle steel device (5) on, it is characterised in that be provided with several steel nails (3) on described planar substrate (1), near described base
The described steel nail (3) of layer plane (1) side is arranged on control line (2), and described steel nail (3) and described angle steel device (5) are the most solid
It is scheduled on rubber and plastic thin plate feet (4).
A kind of shear wall formwork the most according to claim 1 installs root angle steel device, it is characterised in that described rubber and plastic is thin
Plate feet (4) is fixed on shear wall root.
A kind of shear wall formwork the most according to claim 1 installs root angle steel device, it is characterised in that described angle steel fills
Put and on (5), be provided with screw hole (6).
A kind of shear wall formwork the most according to claim 1 installs root angle steel device, it is characterised in that described control line
(2) it is arranged at the 200mm of described planar substrate (1) both sides.
A kind of shear wall formwork the most according to claim 1 installs root angle steel device, it is characterised in that described steel nail
(3) spacing between is in 250mm, and described steel nail (3) is no less than 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610728176.8A CN106284979A (en) | 2016-08-25 | 2016-08-25 | A kind of shear wall formwork installs root angle steel device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610728176.8A CN106284979A (en) | 2016-08-25 | 2016-08-25 | A kind of shear wall formwork installs root angle steel device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106284979A true CN106284979A (en) | 2017-01-04 |
Family
ID=57676486
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610728176.8A Pending CN106284979A (en) | 2016-08-25 | 2016-08-25 | A kind of shear wall formwork installs root angle steel device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106284979A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366426A (en) * | 2017-07-18 | 2017-11-21 | 中国十七冶集团有限公司 | A kind of device and its construction method for preventing rotten of concrete component |
| CN109779259A (en) * | 2019-03-07 | 2019-05-21 | 福建建工集团有限责任公司 | A kind of cast-in-place structural foundation, suspension column screeder |
| CN111002462A (en) * | 2019-07-19 | 2020-04-14 | 中国二十冶集团有限公司 | Processing method of reinforcing through-length steel bar at bottom of prefabricated overlapped wallboard |
| CN114776005A (en) * | 2022-04-27 | 2022-07-22 | 中国二十二冶集团有限公司 | Construction method for avoiding deviation of shear wall column of main body of residential engineering |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080099660A1 (en) * | 2006-10-25 | 2008-05-01 | Mcmahan Lewis W | Form connector |
| WO2010039305A1 (en) * | 2008-06-26 | 2010-04-08 | Nucor Corporation | Fastening device for metal joist system |
| CN102926537A (en) * | 2012-11-28 | 2013-02-13 | 深圳市鹏城建筑集团有限公司 | Method and device for fixing root of external wall formwork |
| CN203626245U (en) * | 2013-12-10 | 2014-06-04 | 张长春 | Sealing and positioning clamping plate for wall or pillar template |
| CN105587121A (en) * | 2016-03-02 | 2016-05-18 | 中国葛洲坝集团三峡建设工程有限公司 | Foot pressing plate and use method thereof |
-
2016
- 2016-08-25 CN CN201610728176.8A patent/CN106284979A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080099660A1 (en) * | 2006-10-25 | 2008-05-01 | Mcmahan Lewis W | Form connector |
| WO2010039305A1 (en) * | 2008-06-26 | 2010-04-08 | Nucor Corporation | Fastening device for metal joist system |
| CN102926537A (en) * | 2012-11-28 | 2013-02-13 | 深圳市鹏城建筑集团有限公司 | Method and device for fixing root of external wall formwork |
| CN203626245U (en) * | 2013-12-10 | 2014-06-04 | 张长春 | Sealing and positioning clamping plate for wall or pillar template |
| CN105587121A (en) * | 2016-03-02 | 2016-05-18 | 中国葛洲坝集团三峡建设工程有限公司 | Foot pressing plate and use method thereof |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366426A (en) * | 2017-07-18 | 2017-11-21 | 中国十七冶集团有限公司 | A kind of device and its construction method for preventing rotten of concrete component |
| CN109779259A (en) * | 2019-03-07 | 2019-05-21 | 福建建工集团有限责任公司 | A kind of cast-in-place structural foundation, suspension column screeder |
| CN111002462A (en) * | 2019-07-19 | 2020-04-14 | 中国二十冶集团有限公司 | Processing method of reinforcing through-length steel bar at bottom of prefabricated overlapped wallboard |
| CN114776005A (en) * | 2022-04-27 | 2022-07-22 | 中国二十二冶集团有限公司 | Construction method for avoiding deviation of shear wall column of main body of residential engineering |
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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: 20170104 |