CN111322931B - Method for checking and controlling length of straight section of blanking hook of construction engineering reinforcing steel bar - Google Patents
Method for checking and controlling length of straight section of blanking hook of construction engineering reinforcing steel bar Download PDFInfo
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- CN111322931B CN111322931B CN202010152882.9A CN202010152882A CN111322931B CN 111322931 B CN111322931 B CN 111322931B CN 202010152882 A CN202010152882 A CN 202010152882A CN 111322931 B CN111322931 B CN 111322931B
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
- G01B5/02—Measuring arrangements characterised by the use of mechanical techniques for measuring length, width or thickness
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Abstract
The invention relates to a building construction method, in particular to a method for checking and controlling the length of a straight section of a blanking hook of a reinforcing steel bar in building engineering. The method comprises the following steps: A. preparing a steel bar to be detected, and checking the specification d of the steel bar; B. checking a steel bar material table, and determining the length requirement a of the straight section of the blanking steel bar hookTheory of thingsAnd a camber diameter D; C. calculating the theoretical measurement length b of the steel bar to be detected as aTheory of things+ D/2+ D; D. placing an arc top baffle; F. using the end of the ruler to jack the baffle plate at the top of the arc, reading the actual measurement length bFruit of Chinese wolfberry(ii) a G. Calculating the length deviation of the actual blanking straight section as aFruit of Chinese wolfberry‑aTheory of things=bFruit of Chinese wolfberry‑bTheory of things(ii) a F. And determining whether the deviation is qualified or not, wherein the deviation is a positive deviation, and judging that the length of the straight section of the steel bar hook meets the requirement, otherwise, the length does not meet the requirement. The invention takes the curved arc radius tangent line which is easier to search through arranging the arc top baffle plate, indirectly measures, ensures that the measurement is more accurate, and has simple and practical method.
Description
Technical Field
The invention relates to a building construction method, in particular to a method for checking and controlling the length of a straight section of a blanking hook of a reinforcing steel bar in building engineering.
Background
The straight section length of the blanking hook of the construction engineering reinforcing steel bar has different requirements, namely, 3d, 5d, 10d, 12d and the like, when the hook angles are different at 90, 135 and 180 degrees, the types of the reinforcing steel bars are different, whether the steel bars are in earthquake-resistant design or not, and the positions of the reinforcing steel bars are different. In the conventional construction, because the length of the straight section is not well measured, no matter a steel bar processing worker or a quality inspector masters a poor measurement standard, the length of the straight section of the steel bar hook is not well controlled, and the length is not long or short.
Disclosure of Invention
The invention aims to solve the technical problem and provides a method for checking and controlling the length of the straight section of a blanking hook of a steel bar in construction engineering, wherein the method is used for accurately measuring the length of the straight section of the blanking hook of the steel bar in the construction engineering.
The invention adopts the following technical scheme for solving the technical problems:
a method for checking and controlling the length of a straight section of a blanking hook of a construction engineering reinforcing steel bar comprises the following steps:
A. preparing a steel bar to be detected, and checking the specification d of the steel bar;
B. checking a steel bar material table, determining the use position of a steel bar to be detected, and determining the length requirement a of the straight section of the hook of the blanking steel barTheory of thingsAnd a camber diameter D;
C. calculating theoretical measurement length b of to-be-detected steel barTheory of things=aTheory of things+D/2+d;
D. Placing an arc top baffle plate, wherein the arc top baffle plate 3 is tangent to an outer arc of the bent reinforcing steel bar and is perpendicular to the straight section of the blanking hook;
F. using the end of the ruler to jack the baffle plate at the top of the arc, reading the actual measurement length bFruit of Chinese wolfberry;
G. Calculating the length deviation of the actual blanking straight section as aFruit of Chinese wolfberry-aTheory of things=bFruit of Chinese wolfberry-bTheory of things;
F. And determining whether the deviation is qualified or not, wherein the deviation is a positive deviation, and judging that the length of the straight section of the steel bar hook meets the requirement, otherwise, the length does not meet the requirement.
Compared with the prior art, the invention adopting the technical scheme has the beneficial effects that:
by arranging the arc top baffle, the arc radius tangent line which is easier to search is taken for indirect measurement, so that the measurement is more accurate, and the method is simple and practical.
Drawings
FIG. 1 is a schematic view of construction measurement according to an embodiment of the present invention;
in the figure: a steel bar 1 to be detected; an inner bend arc 2 for bending the steel bar; a circular arc top baffle 3; a straightedge 4; blanking hook 5; straight section 5-1.
The specific implementation mode is as follows:
the invention is further described in detail below with reference to the figures and examples.
Referring to fig. 1, the invention relates to a method for checking and controlling the length of a straight section of a blanking hook of a construction engineering reinforcing steel bar, which comprises the following steps:
A. preparing a steel bar to be detected, and checking the specification d of the steel bar, wherein the diameter d of the steel bar is 12 mm in the embodiment;
B. checking a steel bar material table, determining the use position of the steel bar to be detected, and determining the length requirement a of the straight section 5-1 of the blanking steel bar hook 5Theory of thingsAnd the bending diameter D of the inner bending 2 of the bent reinforcing steel bar, a in the embodimentTheory of thingsIs 10D, D is 4D;
C. calculating the theoretical measurement length b of the blanking hook straight section 5-1 of the steel bar to be detectedTheory of things=aTheory of things+ D/2+ D + 10D +4D/2+ D13D 156 mm;
D. placing an arc top baffle 3, wherein the arc top baffle 3 is tangent to the bent outer arc of the steel bar, and the arc top baffle 3 is perpendicular to the blanking hook straight section 5-1;
E. the end of the ruler 4 is propped to the arc top baffle 3 to read the actually measured length bFruit of Chinese wolfberryIn this embodiment, bFruit of Chinese wolfberryIs 158 mm;
F. calculating the length deviation a of the actual blanking hook straight section 5-1Fruit of Chinese wolfberry-aTheory of things=bFruit of Chinese wolfberry-bTheory of things=158-156=2;
G. And determining whether the deviation is qualified, wherein the deviation is positive deviation in the embodiment, and judging that the length of the straight section of the steel bar hook meets the requirement.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (1)
1. A method for checking and controlling the length of a straight section of a blanking hook of a construction engineering reinforcing steel bar comprises the following steps:
A. preparing a steel bar to be detected, and checking the specification d of the steel bar;
B. checking a steel bar material table, determining the use position of a steel bar to be detected, and determining the length requirement a of the straight section of the hook of the blanking steel barTheory of thingsAnd a camber diameter D;
C. calculating theoretical measurement length b of to-be-detected steel barTheory of things=aTheory of things+D/2+d;
D. Placing an arc top baffle plate, wherein the arc top baffle plate (3) is tangent to an outer arc of the bent reinforcing steel bar and is perpendicular to the straight section of the blanking hook;
F. using the end of the ruler to jack the baffle plate at the top of the arc, reading the actual measurement length bFruit of Chinese wolfberry;
G. Calculating the length deviation of the actual blanking straight section as aFruit of Chinese wolfberry-aTheory of things=bFruit of Chinese wolfberry-bTheory of things;
F. And determining whether the deviation is qualified or not, wherein the deviation is a positive deviation, and judging that the length of the straight section of the steel bar hook meets the requirement, otherwise, the length does not meet the requirement.
Priority Applications (1)
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CN202010152882.9A CN111322931B (en) | 2020-03-06 | 2020-03-06 | Method for checking and controlling length of straight section of blanking hook of construction engineering reinforcing steel bar |
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CN202010152882.9A CN111322931B (en) | 2020-03-06 | 2020-03-06 | Method for checking and controlling length of straight section of blanking hook of construction engineering reinforcing steel bar |
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CN111322931A CN111322931A (en) | 2020-06-23 |
CN111322931B true CN111322931B (en) | 2022-03-01 |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201254788Y (en) * | 2008-09-10 | 2009-06-10 | 中国建筑第四工程局有限公司 | Reinforced bar hoop quality control mold |
CN202158832U (en) * | 2011-07-20 | 2012-03-07 | 中建一局集团第三建筑有限公司 | Special inspection tool for stirrup hook |
CN204255246U (en) * | 2014-12-12 | 2015-04-08 | 瑞安市德雅电子有限公司 | Commutator brush track diameter and hook length detect fixture |
CN205264227U (en) * | 2016-01-28 | 2016-05-25 | 陕西工业职业技术学院 | Reinforcing bar that can quantify crotch size presentation device that bends |
CN205981017U (en) * | 2016-08-17 | 2017-02-22 | 上海新高桥凝诚建设工程检测有限公司 | Reinforcing bar length -measuring appliance |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102353315B (en) * | 2011-07-20 | 2013-03-20 | 中建一局集团第三建筑有限公司 | Special inspection tool for stirrup hook and application method thereof |
CN107808034B (en) * | 2017-10-09 | 2021-04-09 | 中国十七冶集团有限公司 | Steel bar rapid modeling method based on sketchup dynamic component |
-
2020
- 2020-03-06 CN CN202010152882.9A patent/CN111322931B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201254788Y (en) * | 2008-09-10 | 2009-06-10 | 中国建筑第四工程局有限公司 | Reinforced bar hoop quality control mold |
CN202158832U (en) * | 2011-07-20 | 2012-03-07 | 中建一局集团第三建筑有限公司 | Special inspection tool for stirrup hook |
CN204255246U (en) * | 2014-12-12 | 2015-04-08 | 瑞安市德雅电子有限公司 | Commutator brush track diameter and hook length detect fixture |
CN205264227U (en) * | 2016-01-28 | 2016-05-25 | 陕西工业职业技术学院 | Reinforcing bar that can quantify crotch size presentation device that bends |
CN205981017U (en) * | 2016-08-17 | 2017-02-22 | 上海新高桥凝诚建设工程检测有限公司 | Reinforcing bar length -measuring appliance |
Non-Patent Citations (2)
Title |
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国内外桥梁设计规范中的普通钢筋设计对比;朱乾坤等;《第二十界全国桥梁学术会议论文集(上册)》;20120515;第248-254页 * |
桥涵结构施工钢筋下料长度问题的研究;胡鹏等;《中国水运》;20170228;第17卷(第2期);第202-204页、第217页 * |
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