CN105971286B - Construction steel bar positioning structure - Google Patents
Construction steel bar positioning structure Download PDFInfo
- Publication number
- CN105971286B CN105971286B CN201610378242.3A CN201610378242A CN105971286B CN 105971286 B CN105971286 B CN 105971286B CN 201610378242 A CN201610378242 A CN 201610378242A CN 105971286 B CN105971286 B CN 105971286B
- Authority
- CN
- China
- Prior art keywords
- positioning
- steel bar
- reinforcing bar
- paper tape
- scale paper
- 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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Links
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 title abstract description 12
- 239000010959 steel Substances 0.000 title abstract description 12
- 239000012790 adhesive layer Substances 0.000 claims abstract description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 40
- 239000010410 layer Substances 0.000 claims description 3
- 238000009435 building construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 4
- 238000007689 inspection Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 238000007796 conventional method Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
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
- E04G21/12—Mounting of reinforcing inserts; Prestressing
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to the field of building construction, in particular to a building construction steel bar positioning structure. The invention aims to solve the technical problem of providing a building construction steel bar positioning structure which can conveniently and accurately realize the arrangement and positioning of steel bars. The technical scheme adopted by the invention for solving the technical problems is as follows: building construction steel bar location structure, including positioning template and positioning scale paper tape, positioning scale paper tape bottom is provided with the self-adhesive layer structure, the positioning scale paper tape passes through the self-adhesive layer structure is fixed to be set up in the positioning template surface. The invention well solves the problems that the positioning error of the steel bar is large and the positioning points of the same steel bar are not in line with large error in the traditional method, can avoid the inaccurate positioning of the steel bar caused by human factors, ensures more accurate and reliable paying-off positioning and ensures the construction quality. The invention is particularly suitable for construction occasions where accurate positioning of the steel bars is required to be realized.
Description
Technical field
The present invention relates to the realm of building construction, especially a kind of construction reinforcing bar location structure.
Background technique
In construction, the laying of wall, beam or slab muscle is usually by the position pen of reinforcing bar or other tools in mould
Positioning identifier is marked on plate.There are the following defects for the above method：Reinforcing bar positioning marking tape measure amount, there are human errors；
It is crossed with chalk or other scoring tools, it is thicker in order to see its graticule clearly, reinforcement location cannot be accurately positioned；Same root reinforcing bar
Anchor point be generally no less than 2 or more, be difficult in practical scribing operation by the positioning click and sweep of same reinforcing bar with always
On line, reinforcing bar is caused to lay skew；Whether supergage can not check reinforcing bar deviation in time；Inspection of steel reinforcement bars is inconvenient, needs to use ruler
Amount, it is understood that there may be large error.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of buildings of convenient accurate laying positioning for realizing reinforcing bar
Construction reinforced bar location structure.
The technical solution adopted by the present invention to solve the technical problems is：Construction reinforcing bar location structure, including positioning
Template and Position Scale paper tape, the Position Scale paper tape bottom are provided with self-adhesive layer structure, and the Position Scale paper tape passes through
The self-adhesive layer structure is fixedly installed on locating template surface.
Further, the locating template is rectangle.
Further, the Position Scale paper tape is arranged along locating template side directions are parallel to.
Further, two Position Scale paper tapes parallel to each other are at least arranged in each setting direction.
Further, being provided with waterproof layer structure outside the Position Scale paper tape.
The beneficial effects of the invention are as follows：Design concept of the present invention is ingenious, and is easily achieved.Steel can be accurately positioned in the tool
The position of muscle and spacing, the error for avoiding artificial crossed positioning from generating, are suitble to the positioning of the reinforcing bars such as wall, beam, plate.In addition the tool
Use can whether accurate with auxiliary examination template size, at the same time, also simplify reinforcing bar binding construction and check program,
Position and relative spacing that reinforcing bar is measured with ruler are not needed when inspection, directly by reinforcing bar physical location and positioning paper band position line pair
Than reducing Setting-out Technique difficulty to make pay-off equipment tool.Very good solution of the present invention conventional method reinforcing bar is fixed
Position error is big, and the big problem of error, avoidable artificial origin do not cause reinforcing bar fixed to each anchor point of same root reinforcing bar on one wire
Position inaccuracy keeps unwrapping wire positioning more acurrate, reliable, it is ensured that construction quality.Present invention is particularly suitable for need to realize that reinforcing bar is accurate
The construction site of positioning.
Detailed description of the invention
Fig. 1 is the schematic diagram of the present invention in actual use.
Fig. 2 is the schematic diagram of Position Scale paper tape of the invention.
In figure label for：Position Scale paper tape 1, millimeter graduation mark 11, centimeter scale line 12, reinforcing bar position line 13, reinforcing bar
Position error sideline 14, locating template 2.
Specific embodiment
The following further describes the present invention with reference to the drawings.
Construction reinforcing bar location structure as shown in Figure 1 and Figure 2, including locating template 2 and Position Scale paper tape 1, it is described
1 bottom of Position Scale paper tape is provided with self-adhesive layer structure, and the Position Scale paper tape 1 is fixedly installed by the self-adhesive layer structure
In 2 surface of locating template.
Traditional reinforcing bar positioning marking is with tape measure amount, and there are human errors；It is crossed with chalk or other scoring tools, is
It is thicker that its graticule can be seen clearly, cannot be accurately positioned reinforcement location；The anchor point of same root reinforcing bar generally be no less than 2 and with
On, it is difficult in practical scribing operation by the positioning click and sweep of same reinforcing bar on the same line, reinforcing bar to be caused to lay skew；Reinforcing bar
Whether supergage can not check deviation in time；Inspection of steel reinforcement bars is inconvenient, needs with dipstick metering, it is understood that there may be large error.The present invention
It very can easily solve the problem above-mentioned.Due to being previously provided with millimeter graduation mark 11, centimetre quarter on Position Scale paper tape 1
The positioning datums such as degree line 12, reinforcing bar position line 13 and reinforcing bar position error sideline 14, therefore, only need simply by Position Scale
Paper tape 1 is fixedly installed on 2 surface of locating template by the self-adhesive layer structure.It is as shown in Figure 1, in practical where applicable,
Need to pay attention to the following：One, positioning belt drawing is made according to the design spacing of reinforcing bar, is printed various graticules with printer
On paper tape, every 10 meters of positioning belt size continuously print for one section of repetition, and the total length of positioning belt can according to requirements freely
It determines.Two, position line (first reinforcing bar position line of paper tape) is calculated at a distance from template edge according to design.Three, according to calculating
As a result positioning belt is pasted onto template, it must parallel templates (laterally or longitudinally) stickup when pasting positioning belt.Four, each direction is extremely
2 or more positioning belt is pasted less.Five, check whether positioning belt is parallel with template (laterally, longitudinal).Six, by passed examination
The binding of reinforcing bar position line and inspection reinforcing bar on positioning belt.In general, rainwater etc. is broken by Position Scale paper tape (1) in order to prevent
It is bad, waterproof layer structure preferably is set outside the Position Scale paper tape 1.
In general, for the accurate of positioning and conveniently, preferred orientation template 2 is rectangle.Match with this, it is preferably fixed
Position scale paper tape 1 is arranged along 2 side directions of locating template are parallel to.It is needed in view of actual positioning, as shown in Figure 1, preferably
Two Position Scale paper tapes 1 parallel to each other are at least set in each setting direction.
Very good solution of the present invention conventional method reinforcing bar position error is big, and each anchor point of same root reinforcing bar is in a line
The big problem of upper error, avoidable artificial origin cause reinforcing bar position inaccurate, keep unwrapping wire positioning more acurrate, reliable, it is ensured that apply
Working medium amount.Due to easy to make, and it is practical, there is very wide market promotion prospect.
Claims (5)
1. construction reinforcing bar location structure, it is characterised in that：It is described fixed including locating template (2) and Position Scale paper tape (1)
Position scale paper tape (1) bottom is provided with self-adhesive layer structure, and the Position Scale paper tape (1) is set by self-adhesive layer structure fixation
It is placed in locating template (2) surface.
2. construction reinforcing bar location structure as described in claim 1, it is characterised in that：The locating template (2) is rectangle.
3. construction reinforcing bar location structure as claimed in claim 2, it is characterised in that：Position Scale paper tape (1) edge
It is parallel to the setting of locating template (2) side directions.
4. construction reinforcing bar location structure as claimed in claim 3, it is characterised in that：In the every of Position Scale paper tape (1)
In a setting direction, two Position Scale paper tapes (1) parallel to each other are at least set.
5. the construction reinforcing bar location structure as described in claim 1,2,3 or 4, it is characterised in that：The Position Scale paper
Waterproof layer structure is provided with outside band (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610378242.3A CN105971286B (en) | 2016-05-30 | 2016-05-30 | Construction steel bar positioning structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610378242.3A CN105971286B (en) | 2016-05-30 | 2016-05-30 | Construction steel bar positioning structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105971286A CN105971286A (en) | 2016-09-28 |
| CN105971286B true CN105971286B (en) | 2018-11-23 |
Family
ID=57011344
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610378242.3A Active CN105971286B (en) | 2016-05-30 | 2016-05-30 | Construction steel bar positioning structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105971286B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107461032A (en) * | 2017-07-27 | 2017-12-12 | 中冶天工集团天津有限公司 | The construction method positioned for electrical engineering unwrapping wire in civil buildings Plays layer |
| CN110068316A (en) * | 2018-01-22 | 2019-07-30 | 五冶集团上海有限公司 | A kind of residential project household acceptance clear height snap the line Corner character ruler and production method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0295028A1 (en) * | 1987-06-08 | 1988-12-14 | Esselte Meto International GmbH | Magnetic devices |
| CN101356328A (en) * | 2005-10-28 | 2009-01-28 | 约翰·伯杰 | Building panel or the like, and production and use thereof |
| CN203742138U (en) * | 2013-12-26 | 2014-07-30 | 广州市白云区麒胜装饰材料厂 | Joint paper tape capable of absorbing and shifting cracking pressure |
| CN104120814A (en) * | 2014-06-16 | 2014-10-29 | 广东省建筑科学研究院 | Sound insulation floor with micro-foaming plate as sound insulation cushion layer and construction method of sound insulation floor |
| CN204199716U (en) * | 2014-09-05 | 2015-03-11 | 中国华冶科工集团有限公司 | Equidistant adhesive tape is used in a kind of construction |
| CN104695719A (en) * | 2013-12-05 | 2015-06-10 | 黑龙江融德建筑技术开发有限公司 | Pasting steel plate design process |
| CN104847023A (en) * | 2015-05-25 | 2015-08-19 | 济南黄河路桥工程公司 | Steel-edged rubber waterstop construction method |
-
2016
- 2016-05-30 CN CN201610378242.3A patent/CN105971286B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0295028A1 (en) * | 1987-06-08 | 1988-12-14 | Esselte Meto International GmbH | Magnetic devices |
| CN101356328A (en) * | 2005-10-28 | 2009-01-28 | 约翰·伯杰 | Building panel or the like, and production and use thereof |
| CN104695719A (en) * | 2013-12-05 | 2015-06-10 | 黑龙江融德建筑技术开发有限公司 | Pasting steel plate design process |
| CN203742138U (en) * | 2013-12-26 | 2014-07-30 | 广州市白云区麒胜装饰材料厂 | Joint paper tape capable of absorbing and shifting cracking pressure |
| CN104120814A (en) * | 2014-06-16 | 2014-10-29 | 广东省建筑科学研究院 | Sound insulation floor with micro-foaming plate as sound insulation cushion layer and construction method of sound insulation floor |
| CN204199716U (en) * | 2014-09-05 | 2015-03-11 | 中国华冶科工集团有限公司 | Equidistant adhesive tape is used in a kind of construction |
| CN104847023A (en) * | 2015-05-25 | 2015-08-19 | 济南黄河路桥工程公司 | Steel-edged rubber waterstop construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105971286A (en) | 2016-09-28 |
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