CN105971286A - Construction steel bar positioning structure - Google Patents
Construction steel bar positioning structure Download PDFInfo
- Publication number
- CN105971286A CN105971286A CN201610378242.3A CN201610378242A CN105971286A CN 105971286 A CN105971286 A CN 105971286A CN 201610378242 A CN201610378242 A CN 201610378242A CN 105971286 A CN105971286 A CN 105971286A
- Authority
- CN
- China
- Prior art keywords
- positioning
- reinforcing bar
- steel 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 title abstract description 11
- 239000010959 steel Substances 0.000 title abstract description 11
- 239000012790 adhesive layer Substances 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 42
- 239000010410 layer Substances 0.000 claims description 3
- 238000009435 building construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 5
- 230000002787 reinforcement Effects 0.000 description 4
- 238000007689 inspection Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000003205 muscle Anatomy 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 technology
When construction, position pen or other instruments of reinforcing bar are usually marked in template by laying of wall, beam or slab muscle
Location mark.There is the following defect in said method: reinforcing bar positioning marking tape measure amount, there is personal error；With chalk or
Other scoring tools are rule, thicker in order to be able to see its graticule clearly, it is impossible to be accurately positioned reinforcement location；The anchor point of same reinforcing bar
General no less than 2 and more than, when actual scribing operation very difficult by the location dot-dash of same reinforcing bar on the same line, cause
Reinforcing bar is laid crooked；Whether supergage cannot check reinforcing bar deviation in time；Inspection of steel reinforcement bars is inconvenient, needs with dipstick metering, Ke Nengcun
In bigger error.
Summary of the invention
The technical problem to be solved is to provide a kind of convenient construction reinforcing bar laying location realizing reinforcing bar accurately
Location structure.
The technical solution adopted for the present invention to solve the technical problems is: construction reinforcing bar location structure, including locating template and
Position Scale paper tape, described Position Scale paper tape bottom is provided with self-adhesive layer structure, and described Position Scale paper tape passes through described self-adhesion
Rotating fields is fixedly installed on locating template surface.
Further, described locating template is rectangle.
Further, described Position Scale paper tape is arranged along being parallel to locating template side directions.
Further, in described each setting direction, at least provided with two Position Scale paper tapes parallel to each other.
Further, described Position Scale paper tape is outside equipped with waterproof layer structure.
The invention has the beneficial effects as follows: design concept of the present invention is ingenious, and is easily achieved.This instrument can be accurately positioned reinforcing bar
Position and spacing, it is to avoid the error that artificial line location produces, be suitable for the location of the reinforcing bars such as wall, beam, plate.Additionally this instrument
Use can be the most accurate with auxiliary examination template size, meanwhile, also simplify reinforcing bar binding construction and inspection program, inspection
Need not measure with chi position and the relative spacing of reinforcing bar when looking into, directly by reinforcing bar physical location with the line contrast of paper tape location, location i.e.
Can, so that pay-off equipment tool, reduce Setting-out Technique difficulty.The present invention well solves traditional method reinforcing bar location by mistake
Difference is big, the problem that same reinforcing bar each anchor point error the most on one wire is big, and artificial origin can be avoided to cause reinforcing bar location inaccurate
Really, make unwrapping wire location more accurately, reliably, it is ensured that construction quality.Present invention is particularly suitable for needing to realize reinforcing bar pinpoint
Construction site.
Accompanying drawing explanation
Fig. 1 is present invention schematic diagram when actually used.
Fig. 2 is the schematic diagram of the Position Scale paper tape of the present invention.
Figure is labeled as: Position Scale paper tape 1, millimeter graduation mark 11, centimeter scale line 12, reinforcing bar location line 13, reinforcing bar are fixed
Position error sideline 14, locating template 2.
Detailed description of the invention
The present invention is further described below in conjunction with the accompanying drawings.
Construction reinforcing bar location structure as shown in Figure 1 and Figure 2, including locating template 2 and Position Scale paper tape 1, described fixed
Position scale paper tape 1 bottom is provided with self-adhesive layer structure, and described Position Scale paper tape 1 is fixedly installed on by described self-adhesive layer structure
Locating template 2 surface.
Traditional reinforcing bar positioning marking is to use tape measure amount, there is personal error；Rule, in order to enable with chalk or other scoring tools
See its graticule clearly thicker, it is impossible to be accurately positioned reinforcement location；The anchor point of same reinforcing bar typically no less than 2 and more than,
It is difficult to during actual scribing operation by the location dot-dash of same reinforcing bar on the same line, cause reinforcing bar to lay crooked；Reinforcing bar deviation is
No supergage cannot check in time；Inspection of steel reinforcement bars is inconvenient, needs with dipstick metering, it is understood that there may be bigger error.The present invention can ten
Divide and solve above-mentioned problem easily.Due to be previously provided with on Position Scale paper tape 1 millimeter graduation mark 11, centimeter scale line 12,
Positioning datum such as reinforcing bar location line 13 and reinforcing bar position error sideline 14 etc., therefore, only needs simple by Position Scale paper tape 1
It is fixedly installed on locating template 2 surface by described self-adhesive layer structure.As shown in Figure 1, at actual where applicable, need
The most what time note: one, make positioning belt drawing according to the design pitch of reinforcing bar, with printer, various graticules are printed upon paper
On band, every 10 meters of positioning belt size is that one section of repetition prints continuously, and the total length of positioning belt can the most freely determine.
Two, the distance of location line (first reinforcing bar location line of paper tape) and template edge is calculated according to design.Three, according to result of calculation
Positioning belt is pasted onto in template, must paste by parallel templates (laterally or longitudinally) when pasting positioning belt.Four, each direction is at least
Paste the positioning belt in more than 2 roads.Five, check that positioning belt is the most parallel with template (laterally, longitudinally).Six, by passed examination
Positioning belt on reinforcing bar location line colligation and check reinforcing bar.General, in order to prevent rainwater etc. from being broken by Position Scale paper tape (1)
Bad, preferably waterproof layer structure is set outside described Position Scale paper tape 1.
In general, accurate and convenient in order to position, preferred orientation template 2 is rectangle.Match with this, preferred orientation
Scale paper tape 1 is arranged along being parallel to locating template 2 side directions.In view of actual location needs, as shown in Figure 1, preferably
At least provided with two Position Scale paper tapes 1 parallel to each other in each setting direction.
It is big that the present invention well solves traditional method reinforcing bar position error, same reinforcing bar each anchor point error the most on one wire
Big problem, can avoid artificial origin to cause reinforcing bar location inaccurate, make unwrapping wire location more accurately, reliably, it is ensured that construction quality.
Due to easy to make and practical, there is the most wide marketing prospect.
Claims (5)
1. construction reinforcing bar location structure, it is characterised in that: include locating template (2) and Position Scale paper tape (1), institute
Stating Position Scale paper tape (1) bottom and be provided with self-adhesive layer structure, described Position Scale paper tape (1) is by described self-adhesive layer structure
It is fixedly installed on locating template (2) surface.
2. construction reinforcing bar location structure as claimed in claim 1, it is characterised in that: described locating template (2) is square
Shape.
3. construction reinforcing bar location structure as claimed in claim 2, it is characterised in that: described Position Scale paper tape (1)
Arrange along being parallel to locating template (2) side directions.
4. construction reinforcing bar location structure as claimed in claim 3, it is characterised in that: in described each setting direction, extremely
Two Position Scale paper tapes (1) parallel to each other are set less.
5. the construction reinforcing bar location structure as described in claim 1,2,3 or 4, it is characterised in that: described Position Scale
Paper tape (1) is outside equipped with waterproof layer structure.
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 true CN105971286A (en) | 2016-09-28 |
| CN105971286B 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) |
Cited By (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 |
Cited By (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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105971286B (en) | 2018-11-23 |
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