CN110258961A - A kind of pitch control unit and method of plane reinforcement installation - Google Patents
A kind of pitch control unit and method of plane reinforcement installation Download PDFInfo
- Publication number
- CN110258961A CN110258961A CN201910630847.0A CN201910630847A CN110258961A CN 110258961 A CN110258961 A CN 110258961A CN 201910630847 A CN201910630847 A CN 201910630847A CN 110258961 A CN110258961 A CN 110258961A
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- CN
- China
- Prior art keywords
- bar
- scale
- fixture
- reinforcing bar
- control unit
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
Abstract
The present invention provides a kind of pitch control units of plane reinforcement installation, including the vertical scale bar of two scale bars and horizontal scale bar, the vertical scale bar and horizontal scale bar interconnection form cross, tie point is the center intersection point of two scale bars, it further include locating slip device, the locating slip device is connected on the scale bar, realizes the determination to the specific scale of scale bar, reinforced bar device is fixed in locating slip device connection one, realizes the reinforcing bar for fixing and needing to control.The present invention also provides a kind of control methods of the pitch control unit of plane reinforcement installation, when the adjustable limiting card throwout sleeve is fixed at required scale, the hand-held present apparatus blocks four reinforcing bars of portraitlandscape by the fixing reinforced bar device, reinforcing bar relative spacing can be strict controlled within required spacing, guarantee steel grid dimensional discrepancy within the scope of code requirement, reduction is done over again, and reinforcing bar binding efficiency can be greatly improved.
Description
Technical field
The invention belongs to building engineering construction field, more particularly, to a kind of plane reinforcement installation pitch control unit with
And the method with device control reinforcing bar relative position.
Background technique
Under current building engineering field and new era background, engineering construction quality increasingly obtains the weight of people
Depending on, while with the sharply reduction of the quantity of labour force in recent years, wage for workmen's level rises steadily, the labour in architectural engineering
Cost becomes higher and higher.Therefore, worker's working efficiency is improved, saving labour has important meaning to economic benefit of engineering is improved
Justice.In conjunction with current engineering construction situation, if wanting to raise labour productivity, construction cost is reduced, increases economic benefit of engineering, just needs
Improve necessary tool of production level and construction technology.
During reinforcing bar binding, especially the planes reinforcing bar such as large-area backplane, floor binds engineering, and concrete reinforcement worker is past
Toward by range estimation control bar spacing and steel grid size, this control method is more unreliable, is easy to appear steel grid
The case where dimension overproof.This results in the feelings that dimensional discrepancy exceeds code requirement occur during the later period reinforcement installation acceptance of work
Condition.Once overproof, the case where facing is exactly rectification of doing over again, time and effort consuming, and is unfavorable for the control of reinforcement installation quality.
Summary of the invention
It is an advantage of the invention to provide a kind of pitch control units of plane reinforcement installation, to reduce reinforcing bar peace
Error during dress.
It is a further object of the invention to provide a kind of control methods of the pitch control unit of plane reinforcement installation.
To achieve the above object, the present invention provides a kind of pitch control unit, is especially suitable for the spacing of plane reinforcement installation
Control device, including including the vertical scale bar of two scale bars and horizontal scale bar, the vertical scale bar and horizontal scale bar
Interconnection formed it is cross, tie point be two scale bars center intersection point.
It further, further include locating slip device, the locating slip device is connected on the scale bar, realization pair
The determination of the specific scale of scale bar.
Further, the locating slip device include an adjustable limiting card throwout sleeve and a fastening screw, it is described can
It adjusts limiting card throwout sleeve to be socketed on the scale bar, by the fastening screw adjusting elasticity, realizes sliding on scale bar
It moves and fastens.
It further, further include fixing reinforced bar device, the fixing reinforced bar device is connected on the locating slip device,
The fixing reinforced bar device includes fixture fixed link and Reinforcing bar clamp, and the fixture fixed link is vertically connected at the adjustable limiting
On card throwout sleeve, Yu Suoshu fixture fixed link both ends are respectively arranged with a Reinforcing bar clamp, fix the reinforcing bar for needing to control.
Further, the Reinforcing bar clamp is vertically installed in the fixture fixed link, and the Reinforcing bar clamp is by a fixture bar
It is constituted with a buckle, the buckle is at an acute angle to be connected to fixture bar one end.
Further, it is respectively provided on the vertical scale bar and horizontal scale bar there are three graduation mark, respectively 100mm,
200mm and 300mm.
To achieve the above object, the present invention also provides a kind of control method of the pitch control unit of plane reinforcement installation,
The pitch control unit of the plane reinforcement installation includes the scale bar of two decussates, is installed on respectively by screw
The adjustable limiting card throwout sleeve of the scale rod end point, it is elastic by adjusting the screw when spacing needed for reinforcing bar determines,
The adjustable limiting card throwout sleeve is slid at required scale and fastened.
It further, further include fixture fixed link, the fixture fixed link vertical welding slides in the adjustable limiting card
Sleeve side, Yu Suoshu fixture fixed link both ends are respectively fixedly connected with a Reinforcing bar clamp, the Reinforcing bar clamp include fixture bar and
For the buckle of fixed steel bars, when the adjustable limiting card throwout sleeve is fixed at required scale, the hand-held present apparatus passes through
It is described to block vertically and horizontally four reinforcing bars, reinforcing bar relative spacing can be strict controlled within required spacing.
The advantages and positive effects of the present invention are: due to the adoption of the above technical scheme, can easily control reinforcing bar
Between relative position, to guarantee steel grid dimensional discrepancy within the scope of code requirement, reduction is done over again, and can greatly be improved
Reinforcing bar binds efficiency, time saving and energy saving.Furthermore the present invention can be adjusted according to the bar spacing of layout design, convenient and efficient, fit
It is strong with property.
Detailed description of the invention
If Fig. 1 is the front schematic view of pitch control unit of the present invention
Fig. 2 is the enlarged diagram at pitch control unit A of the present invention
In figure:
1, vertical scale bar 2, horizontal scale bar 3, adjustable limiting card throwout sleeve
4, screw 5, fixture fixed link 6, fixture bar
7, it buckles
Specific embodiment
It explains with reference to the accompanying drawing to the embodiment of the present invention.
It is the pitch control unit of plane reinforcement installation by the perspective definition of figure one when describing the specific embodiment of the invention
Front elevation.In the description of inventive embodiments, it is to be understood that term " longitudinal direction ", " transverse direction ", "upper", "lower", " left side ",
The orientation or positional relationship of the instructions such as " right side ", "vertical", "horizontal" be based on the orientation or positional relationship shown in the drawings, be only for
Convenient for the description present invention and simplify description, rather than the device or element of indication or suggestion meaning there must be specific side
Position is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In the description of the present invention, it needs
What is illustrated is unless specifically defined or limited otherwise, term " setting ", " connected ", " connection " shall be understood in a broad sense, for example,
It may be fixed connection or may be dismantle connection, or integral connection；It can be directly connected, centre can also be passed through
Medium is indirectly connected, and can be the connection inside two elements.For the ordinary skill in the art, tool can be passed through
Body situation understands the concrete meaning of above-mentioned term in the present invention.
Referring to a kind of pitch control unit of plane reinforcement installation of Fig. 1, it includes two scale bars, respectively vertical to carve
Degree bar 1 and horizontal scale bar 2, each endpoint of Yu Kedu bar are all connected with an adjustable limiting card throwout sleeve 3, the vertical scale bar
1 and 2 interconnection of horizontal scale bar formed it is cross, tie point be two scale bars center intersection point.Preferably, two scales
Bar is made by 20 coating steel pipe of φ, long 360mm, and the tube wall of the vertical scale bar and horizontal scale bar is respectively provided with
100mm spacing, 200mm spacing, 300mm spaced scale line, for as the foundation for adjusting adjustable limiting card throwout sleeve 3, institute
It states adjustable limiting card throwout sleeve 3 to be made using 25 coating steel pipe of φ, long 60mm.In adjustable limiting card throwout sleeve 3 one
Side connection one fixes reinforced bar device, including fixture fixed link 5 and Reinforcing bar clamp, fixture fixed link 5 are vertically welded in adjustable limiting
On card throwout sleeve 3, preferred pad is on 3 central point of limiting card throwout sleeve, to keep 5 both ends of fixture fixed link symmetrical
3 left and right sides of adjustable limiting card throwout sleeve is extended, preferred 5 both ends of fixture fixed link are away from adjustable limiting card throwout sleeve 3
Center is 80mm.Adjustable limiting card throwout sleeve 3 is mounted on scale bar by screw 4, this preferred plane reinforcement installation
Pitch control unit installation there are four adjustable limiting card throwout sleeve 3, be located at vertical scale bar 1 and horizontal scale bar 2
Both ends, when needing to adjust limiting card 3 position of throwout sleeve, loosen screw 4, so that limiting card throwout sleeve 3 is slided into needs
At spaced scale, fastening screw 4 realizes the fixation of adjustable limiting card throwout sleeve 3.
The partial enlarged view of adjustable limit card throwout sleeve 3 referring to fig. 2, in connecting a reinforcing bar in fixture fixed link 5
Fixture, including fixture bar 6 and buckle 7, fixture bar 6 is vertical with fixture fixed link 5 to be connect, in 6 end of fixture bar connection, one buckle
7, for blocking the reinforcing bar of spacing to be controlled, preferred Reinforcing bar clamp length is 65mm.
Below with reference to specific example, illustrate a kind of course of work of the pitch control unit of plane reinforcement installation of the present invention with
And interval controlling method.The distance values of plane reinforcing bar required for being shown according to construction design drawing, loosen screw 4, in quarter
It spends on bar and adjusts on limiting card throwout sleeve 3 to the distance values graduation mark of needs, fastening screw 4, thus fixedly adjustable limit
Card throwout sleeve 3 is on determining graduation mark, in steel mesh process of binding, such as needs in 200mm steel mesh process of binding, hand
The present apparatus is held, the Reinforcing bar clamp welded in fixture fixed link 5 is made 7 to block vertical and horizontal four reinforcing bars by buckle, it in this way can be with
Reinforcing bar relative spacing is strict controlled within the scope of 200mm, while size of mesh opening is 200 × 200mm, to bound in reinforcing bar
After, guarantee reinforcing bar relative size and steel grid size.It is set as acute angle additionally, due to 7 angles of buckle, can be adapted for
The reinforcing bar of different thicknesses, fine steel rib clamping are located proximate to 7 apex angles of buckle, and slightly it is another to be located proximate to buckle 7 for the reinforcing bar clamping of a bit
One end.
The embodiments of the present invention have been described in detail above, but content is only the preferred embodiment of the present invention,
It should not be considered as limiting the scope of the invention.Any changes and modifications in accordance with the scope of the present application,
It should still be within the scope of the patent of the present invention.
Claims (8)
1. a kind of pitch control unit of plane reinforcement installation, it is characterised in that: including the vertical scale bar of two scale bars and water
Flat scale bar, the vertical scale bar and horizontal scale bar interconnection form cross, and tie point is in two scale bars
Heart intersection point.
2. a kind of pitch control unit of plane reinforcement installation according to claim 1, it is characterised in that: further include limit
Slide device, the locating slip device are connected on the scale bar, realize the determination to the specific scale of scale bar.
3. a kind of pitch control unit of plane reinforcement installation according to claim 2, it is characterised in that: the limit is slided
Moving device includes an adjustable limiting card throwout sleeve and a fastening screw, and the adjustable limiting card throwout sleeve is socketed in the quarter
It spends on bar, by the fastening screw adjusting elasticity, realizes and slide and fasten on scale bar.
4. a kind of pitch control unit of plane reinforcement installation according to claim 3, it is characterised in that: further include fixing
Reinforced bar device, the fixing reinforced bar device are connected on the locating slip device, and the fixing reinforced bar device includes that fixture is solid
Fixed pole and Reinforcing bar clamp, the fixture fixed link are vertically connected on the adjustable limiting card throwout sleeve, and Yu Suoshu fixture is solid
Fixed pole both ends are respectively arranged with a Reinforcing bar clamp, fix the reinforcing bar for needing to control.
5. a kind of pitch control unit of plane reinforcement installation according to claim 4, it is characterised in that: the reinforcing bar card
Tool is vertically installed in the fixture fixed link, and the Reinforcing bar clamp is made of a fixture bar and a buckle, and the buckle is at an acute angle
It is connected to fixture bar one end.
6. according to a kind of pitch control unit of any plane reinforcement installation of claim 2-5, it is characterised in that: described
Graduation mark, respectively 100mm, 200mm and 300mm there are three being respectively provided on vertical scale bar and horizontal scale bar.
7. a kind of control method of the pitch control unit of plane reinforcement installation, wherein the spacing control of flat steel muscle installation
Device includes the scale bar of two decussates, is installed on the adjustable limiting card of the scale rod end point by screw respectively
On throwout sleeve, it is characterised in that: it is elastic by adjusting the screw when spacing needed for reinforcing bar determines, by the adjustable limit
Position card throwout sleeve slides at required scale and fastens.
8. control method according to claim 7 further includes fixture fixed link, the fixture fixed link vertical welding is in institute
Adjustable limiting card throwout sleeve side is stated, Yu Suoshu fixture fixed link both ends are respectively fixedly connected with a Reinforcing bar clamp, the reinforcing bar
Fixture includes fixture bar and the buckle for fixed steel bars, it is characterised in that: when the adjustable limiting card throwout sleeve is fixed on
When at required scale, the hand-held present apparatus blocks vertically and horizontally four reinforcing bars by described, can strictly control reinforcing bar relative spacing
System is within required spacing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910630847.0A CN110258961A (en) | 2019-07-12 | 2019-07-12 | A kind of pitch control unit and method of plane reinforcement installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910630847.0A CN110258961A (en) | 2019-07-12 | 2019-07-12 | A kind of pitch control unit and method of plane reinforcement installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110258961A true CN110258961A (en) | 2019-09-20 |
Family
ID=67925855
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910630847.0A Pending CN110258961A (en) | 2019-07-12 | 2019-07-12 | A kind of pitch control unit and method of plane reinforcement installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110258961A (en) |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000120221A (en) * | 1998-10-14 | 2000-04-25 | Kajima Corp | Reinforcing bar holder |
| US6354054B1 (en) * | 1998-11-06 | 2002-03-12 | Angelo Verelli | Rebar support system |
| CN201172966Y (en) * | 2008-04-15 | 2008-12-31 | 邹尧 | Securing fixture for bidirectionally adjusting cast-in-situ concrete shuttering |
| CN201661013U (en) * | 2010-04-16 | 2010-12-01 | 中建三局第一建设工程有限责任公司 | Binding-free self-positioning steel bar spacer block |
| JP2012031659A (en) * | 2010-07-30 | 2012-02-16 | Fuji Bolt Seisakusho:Kk | Structure and construction method for connecting reinforcements together |
| CN202299140U (en) * | 2011-10-19 | 2012-07-04 | 中国建筑第七工程局有限公司 | Double-layered and bidirectional steel bar supporting bracket |
| KR20130086884A (en) * | 2012-01-26 | 2013-08-05 | 정진우 | Clip for jointing iron bar |
| CN105599131A (en) * | 2016-03-07 | 2016-05-25 | 郑州市市政工程总公司 | Special cushion block for crossed steel bars of self-stabilized prefabricated pipelines |
| CN106639327A (en) * | 2016-10-10 | 2017-05-10 | 中国冶集团有限公司 | Positioning and reinforcing system and method for assembly type building cast-in-place connection layer reserved reinforcing steel bar |
| CN207905250U (en) * | 2017-12-22 | 2018-09-25 | 江苏省交通科学研究院有限公司 | A kind of new reinforcing steel bar spacing fixture |
| CN108952176A (en) * | 2018-09-27 | 2018-12-07 | 深圳市建设（集团）有限公司 | The device of spacing is controlled when a kind of binding reinforcing bars |
| CN210887788U (en) * | 2019-07-12 | 2020-06-30 | 中冶天工集团天津有限公司 | Interval controlling means of plane reinforcing bar installation |
-
2019
- 2019-07-12 CN CN201910630847.0A patent/CN110258961A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000120221A (en) * | 1998-10-14 | 2000-04-25 | Kajima Corp | Reinforcing bar holder |
| US6354054B1 (en) * | 1998-11-06 | 2002-03-12 | Angelo Verelli | Rebar support system |
| CN201172966Y (en) * | 2008-04-15 | 2008-12-31 | 邹尧 | Securing fixture for bidirectionally adjusting cast-in-situ concrete shuttering |
| CN201661013U (en) * | 2010-04-16 | 2010-12-01 | 中建三局第一建设工程有限责任公司 | Binding-free self-positioning steel bar spacer block |
| JP2012031659A (en) * | 2010-07-30 | 2012-02-16 | Fuji Bolt Seisakusho:Kk | Structure and construction method for connecting reinforcements together |
| CN202299140U (en) * | 2011-10-19 | 2012-07-04 | 中国建筑第七工程局有限公司 | Double-layered and bidirectional steel bar supporting bracket |
| KR20130086884A (en) * | 2012-01-26 | 2013-08-05 | 정진우 | Clip for jointing iron bar |
| CN105599131A (en) * | 2016-03-07 | 2016-05-25 | 郑州市市政工程总公司 | Special cushion block for crossed steel bars of self-stabilized prefabricated pipelines |
| CN106639327A (en) * | 2016-10-10 | 2017-05-10 | 中国冶集团有限公司 | Positioning and reinforcing system and method for assembly type building cast-in-place connection layer reserved reinforcing steel bar |
| CN207905250U (en) * | 2017-12-22 | 2018-09-25 | 江苏省交通科学研究院有限公司 | A kind of new reinforcing steel bar spacing fixture |
| CN108952176A (en) * | 2018-09-27 | 2018-12-07 | 深圳市建设（集团）有限公司 | The device of spacing is controlled when a kind of binding reinforcing bars |
| CN210887788U (en) * | 2019-07-12 | 2020-06-30 | 中冶天工集团天津有限公司 | Interval controlling means of plane reinforcing bar installation |
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