CN105464352B - Adjust the device of reinforced mesh height - Google Patents
Adjust the device of reinforced mesh height Download PDFInfo
- Publication number
- CN105464352B CN105464352B CN201511011626.3A CN201511011626A CN105464352B CN 105464352 B CN105464352 B CN 105464352B CN 201511011626 A CN201511011626 A CN 201511011626A CN 105464352 B CN105464352 B CN 105464352B
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- CN
- China
- Prior art keywords
- stull
- bearing
- depression bar
- nut
- reinforced mesh
- Prior art date
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/169—Tools or apparatus specially adapted for working-up reinforcement mats
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Foundations (AREA)
- Floor Finish (AREA)
Abstract
The present invention relates to technical field of building construction, specifically a kind of device for adjusting reinforced mesh height.Including depression bar, depression bar is provided with bearing, depression bar is hinged with enhancing hook close to bearing one end, and the vertical direction of enhancing hook is highly less than the vertical direction height of bearing, and the bottom size of bearing is less than reinforcing bar colligation spacing.The present invention utilizes lever principle so that reinforced mesh, which highly adjusts work, becomes simple time saving and energy saving, and carrying adjustment manually by many people from the past is changed into single separate operaton, improves operating efficiency, has saved labour.
Description
Technical field
The present invention relates to technical field of building construction, specifically a kind of device for adjusting reinforced mesh height.
Background technology
At present, for the construction quality requirement more and more higher of large area building ground floor, and the flatness of terrace and outward appearance matter
Amount, as the critical index for ensureing floor construction quality, is particularly subject to the concern of people.
To ensure the flatness of terrace, and surface quality after casting concrete, the control of reinforced mesh protective layer thickness shows
Obtain particularly important, but during live practice of construction, easily there is deviation in thickness of protection tier, if not being adjusted in time,
Concrete floor Forming Quality will be directly affected, protective layer thickness adjustment is difficult big after reinforcing bar colligation well, is carried by manpower manual
Waste time and energy, cause unnecessary human resources to waste.
The content of the invention
Present invention seek to address that above mentioned problem, so as to provide a kind of adjustment steel simple in construction, easy to operate, time saving and energy saving
The device of muscle mesh sheet height.
The present invention solves described problem, and the technical scheme of use is:
A kind of device for adjusting reinforced mesh height, including depression bar, depression bar are provided with bearing, depression bar close to bearing one end
Enhancing hook is hinged with, the vertical direction of enhancing hook is highly less than the vertical direction height of bearing, and the bottom size of bearing is small
In reinforcing bar colligation spacing.
Using the present invention of above-mentioned technical proposal, compared with prior art, the characteristics of it is protruded is:
Utilize lever principle so that reinforced mesh, which highly adjusts work, becomes simple time saving and energy saving, and many human hands are leaned on by the past
Dynamic carrying adjustment is changed into single separate operaton, improves operating efficiency, has saved labour.
Preferably, further technical scheme of the invention is:
The first nut in the first nut of mutual cooperation, enhancing hook is respectively welded on enhancing hook top and depression bar
It is hinged on by fastening bolt on the first nut of depression bar.
Enhancing hook includes the first perpendicular support, the first stull and the second stull, the first perpendicular support, the first stull and the second stull structure
Into " soil " font structure.
The second nut being respectively welded on holder top and depression bar on the second nut of mutual cooperation, bearing passes through fastening
Bolted splice is on the second nut of depression bar.
Bearing includes the second perpendicular support and the 3rd stull, and the second perpendicular support and the 3rd stull constitutes " ⊥ " font structure, and the 3rd is horizontal
The length of support is less than reinforcing bar colligation spacing.
Depression bar includes the 3rd perpendicular support, the 4th stull and the 5th stull, and the 3rd perpendicular support, the 4th stull and the 5th stull are constituted
" soil " font structure.
The length of 3rd perpendicular support is 900mm~1200mm.
Brief description of the drawings
Fig. 1 is structural representation of the embodiment of the present invention;
Fig. 2 is the structural representation of depression bar of the embodiment of the present invention;
Fig. 3 is the structural representation of enhancing hook side in Fig. 1;
Fig. 4 is the structural representation of bearing side in Fig. 1;
In figure:Depression bar 1;Second nut 2;Bearing 3;4th stull 4;5th stull 5;First nut 6;Enhancing hook 7;Tightly
Fixing bolt 8;First stull 9;Second stull 10;First perpendicular support 11;Second perpendicular support 12;3rd stull 13;3rd perpendicular support 14.
Embodiment:
With reference to embodiment, the invention will be further described, and purpose, which is only that, more fully understands present invention, because
This, the cited case is not intended to limit protection scope of the present invention.
Referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4, depression bar 1 includes the 3rd the 14, the 4th stull 4 of perpendicular support and the 5th stull 5, the 3rd perpendicular support
14th, the 4th stull 4 and the 5th stull 5 are formed by welding " soil " font structure, and the length of the 3rd perpendicular support 14 is 900mm~1200mm;
Enhancing hook 7 includes first the 11, first stull 9 of perpendicular support and the second stull 10, first the 11, first stull 9 of perpendicular support and the second stull
10 are formed by welding " soil " font structure, and the first 11 tops of perpendicular support, which are welded with first nut 6, the 5th stull 5, is welded with two
The first nut 6 in individual first nut 6, the first perpendicular support 11 is hinged on the first nut 6 in the 5th stull 5 by fastening bolt 8
On;Bearing 3 includes the second perpendicular stull 13 of support 12 and the 3rd, and the second perpendicular stull 13 of support 12 and the 3rd is formed by welding " ⊥ " font knot
Structure, the length of the 3rd stull 13 is less than reinforcing bar colligation spacing, and the second 12 tops of perpendicular support are welded with second nut 2, and the 4th is horizontal
The second nut 2 being welded with support 4 in two the second nuts 2, the second perpendicular support 12 is hinged on the 4th stull 4 by fastening bolt 8
On the second nut 2 on, the second 12 length of perpendicular support are more than the first 11 length of perpendicular support, and the size of bearing 3 and enhancing hook 7 is according to now
Field actual conditions are determined;Depression bar 1, enhancing hook 7 and bearing 3 are formed using C20 reinforcement fabrications.
In use, when needing adjustment lower floor's reinforced mesh protective layer thickness, the adjustment present apparatus to appropriate angle, bearing 3
Ground is supported, the second stull 10 of the lower floor of enhancing hook 7 is placed on below reinforced mesh, using moulded rod under lever principle 1,
So that reinforced mesh elevated height, is adjusted, when needing adjustment top bars mesh sheet protective layer thickness, by enhancing hook
First stull 9 on 7 upper stratas is placed on below reinforced mesh, and application method is constant.
The present apparatus is simple in construction, easy to operate, can make, gather materials on the spot at the construction field (site), utilize lever principle so that
Reinforced mesh, which highly adjusts work, becomes simple time saving and energy saving, and being changed into one from carrying adjustment manually by many people in the past individually makees
Industry, improves operating efficiency, has saved labour.
Preferable feasible embodiment of the invention is the foregoing is only, not thereby limits to the interest field of the present invention,
Within the equivalence changes that all utilization description of the invention and its accompanying drawing content are made, the interest field for being both contained in the present invention.
Claims (4)
1. a kind of device for adjusting reinforced mesh height, including depression bar, depression bar are provided with bearing, it is characterised in that:Leaned on depression bar
Nearly bearing one end is hinged with enhancing hook, and the vertical direction of enhancing hook is highly less than the vertical direction height of bearing, bearing
Bottom size is less than reinforcing bar colligation spacing, and enhancing hook includes the first perpendicular support, the first stull and the second stull, the first perpendicular support, the
One stull and the second stull composition " soil " font structure, bearing include the second perpendicular support and erect support and the 3rd horizontal stroke with the 3rd stull, second
Support constitutes " ⊥ " font structure, and the length of the 3rd stull is less than reinforcing bar colligation spacing, depression bar include the 3rd perpendicular support, the 4th stull and
5th stull, the 3rd perpendicular support, the 4th stull and the 5th stull constitute " soil " font structure.
2. the device of adjustment reinforced mesh height according to claim 1, it is characterised in that:Enhancing hook top and depression bar
On the first nut for being respectively welded in the first nut of mutual cooperation, enhancing hook the of depression bar is hinged on by fastening bolt
On one nut.
3. the device of adjustment reinforced mesh height according to claim 1, it is characterised in that:Divide on holder top and depression bar
The second nut not being welded with the second nut of mutual cooperation, bearing is hinged on the second nut of depression bar by fastening bolt
On.
4. the device of adjustment reinforced mesh height according to claim 1, it is characterised in that:3rd, which erects the length supportted, is
900mm~1200mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201511011626.3A CN105464352B (en) | 2015-12-30 | 2015-12-30 | Adjust the device of reinforced mesh height |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201511011626.3A CN105464352B (en) | 2015-12-30 | 2015-12-30 | Adjust the device of reinforced mesh height |
Publications (2)
Publication Number | Publication Date |
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CN105464352A CN105464352A (en) | 2016-04-06 |
CN105464352B true CN105464352B (en) | 2017-10-31 |
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CN201511011626.3A Active CN105464352B (en) | 2015-12-30 | 2015-12-30 | Adjust the device of reinforced mesh height |
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Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107324255A (en) * | 2017-05-31 | 2017-11-07 | 上海二十冶建设有限公司 | The skeleton lifting apparatus of Slender R.C.column |
CN107386124A (en) * | 2017-08-26 | 2017-11-24 | 河南省公路工程局集团有限公司 | The leveling tool and leveling method of deck paving bar-mat reinforcement |
CN109723223B (en) * | 2019-02-26 | 2020-05-22 | 中国二十二冶集团有限公司 | Device for quickly adjusting height of steel bar and manufacturing method |
CN110258305A (en) * | 2019-06-28 | 2019-09-20 | 中国一冶集团有限公司 | One kind being suitable for bridge pier column cover to reinforcement regulating device and construction method |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06108661A (en) * | 1992-09-29 | 1994-04-19 | Yano Tekkin:Kk | Reinforcing bar fixing device |
CN201109970Y (en) * | 2007-10-30 | 2008-09-03 | 山东天齐置业集团股份有限公司 | Apparatus for positioning cast-in-place board upper reinforcement protective layer |
CN102425304B (en) * | 2011-08-30 | 2013-07-10 | 中铁六局集团有限公司 | Method for replacing or increasing steel reinforced protection layer cushion block |
CN204001780U (en) * | 2014-08-26 | 2014-12-10 | 中国建筑第四工程局有限公司 | A kind of floor negative reinforcement readjustment instrument |
CN204139465U (en) * | 2014-09-15 | 2015-02-04 | 宁夏路桥工程股份有限公司 | A kind of instrument about controlling thickness of protection tier |
CN205259555U (en) * | 2015-12-30 | 2016-05-25 | 中国二十二冶集团有限公司 | Device of adjustment reinforcing bar net piece height |
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2015
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