CN204388750U - Steel reinforcement cage dipping - Google Patents

Steel reinforcement cage dipping Download PDF

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Publication number
CN204388750U
CN204388750U CN201520004001.3U CN201520004001U CN204388750U CN 204388750 U CN204388750 U CN 204388750U CN 201520004001 U CN201520004001 U CN 201520004001U CN 204388750 U CN204388750 U CN 204388750U
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CN
China
Prior art keywords
main scale
shaped support
scale
reinforcement cage
steel reinforcement
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Expired - Fee Related
Application number
CN201520004001.3U
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Chinese (zh)
Inventor
林占胜
夏培斋
李炳南
李东
唐宜宾
李兴成
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Individual
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Individual
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Priority to CN201520004001.3U priority Critical patent/CN204388750U/en
Application granted granted Critical
Publication of CN204388750U publication Critical patent/CN204388750U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of steel reinforcement cage dipping, it comprises main scale, fixed claw, U-shaped support, internal measure-hand and external pelivimetry pawl.Fixed claw is fixedly installed on main scale upper end, and U-shaped support correspondence is arranged on main scale lower end, and fixed claw measuring surface and U-shaped support two supporting leg end are at grade.Interior dip stick and external pelivimetry chi can slide relative to main scale, and are locked by the first trip bolt and the second trip bolt.Its numeral can directly be measured when measuring the bar diameter of steel reinforcement cage and reinforcing steel bar center distance by the utility model, secondary calculating need not be carried out again, what directly draw is the size identical with the bar spacing in drawing, then effectively simplifies operation process and improves measuring accuracy.

Description

Steel reinforcement cage dipping
Technical field
The utility model relates to a kind of steel reinforcement cage dipping, belongs to survey instrument field.
Background technology
At building field, steel reinforcement cage is the framed structure be bundled into reinforcing bar, the intensity of main Concrete Structure structure, to steel reinforcement cage, there is material impact making the spacing between bar gauge and reinforcing bar used in steel reinforcement cage process, generally needed to carry out measurements inspection to the distance between the bar diameter in steel reinforcement cage and reinforcing bar before pouring concrete.In prior art, adopt the usual error of tape measure bar diameter comparatively large, and when measuring reinforcing steel bar center distance, generally deducting a bar diameter with the outer lateral extent of two reinforcing bars obtain required numerical value, so not only need secondary calculating, and there is comparatively big error.
Utility model content
The purpose of this utility model is to provide a kind of steel reinforcement cage dipping, directly can measure the centre distance between bar diameter and reinforcing bar, need not carry out secondary calculating again.
The technical scheme in the invention for solving the technical problem is:
Steel reinforcement cage dipping, comprises main scale, fixed claw, U-shaped support, internal measure-hand and external pelivimetry pawl, it is characterized in that,
Described main scale is provided with scale, and described scale extends to two ends from zero graduation line,
Described fixed claw is vertically fixedly installed on the upside of main scale and its measuring surface is concordant with described zero groove;
The main part of described U-shaped support is the steel plate of the U-shaped that a piece is transversely arranged, and is fixedly installed on the downside of main scale, and the measuring surface of described U-shaped support two supporting leg end face and fixed claw is on same vertical plane;
Be provided with a sleeve in described external pelivimetry pawl and on the described main scale be nested with, and outside measuring claw be provided with the second trip bolt;
Described internal measure-hand upper end slidably coordinates with main scale, and described internal measure-hand lower end is slidably matched by slide block and chute and U-shaped support, and on internal measure-hand, be provided with the first trip bolt for being locked.
Further, described slide block is a part for internal measure-hand, and described chute is a part for U-shaped support.
Further, described scale is millimeter graduated scale.
The beneficial effects of the utility model are: can directly its numeral be measured when measuring the bar diameter of steel reinforcement cage and reinforcing steel bar center distance, secondary calculating need not be carried out again, what directly draw is the size identical with the bar spacing in drawing, then effectively simplifies operation process and improves measuring accuracy.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the front elevation of Fig. 1;
Fig. 3 is the signal of the utility model structure;
Fig. 4 is the front elevation of Fig. 3;
Fig. 5 is the rear view of Fig. 3;
Fig. 6 is the cut-open view of Fig. 2 along A-A;
Fig. 7 reinforcing bar olo instrumentation plan;
In figure: 1 main scale, 11 fixed claws, 12U shape support, 121U shape groove, 1211 chutes, 2 internal measure-hand, 21 slide blocks, 211 projections, 22 claws, 221 first trip bolts, 3 external pelivimetry pawls, 31 second trip bolts.
Embodiment
Below in conjunction with drawings and the specific embodiments, the utility model is described in detail.As shown in Figures 1 to 6,
Steel reinforcement cage dipping of the present utility model, comprises main scale 1, fixed claw 11, U-shaped support 12, internal measure-hand 2 and external pelivimetry pawl 3.Fixed claw 11 is fixedly installed on main scale 1 upper end, and U-shaped support 12 correspondence is arranged on main scale 1 lower end, and fixed claw 11 measuring surface and U-shaped support 12 liang of supporting leg ends are at grade.Interior dip stick 2 and external pelivimetry chi 3 can slide relative to main scale 1, and are locked by the first trip bolt 221 and the second trip bolt 31.
Below in conjunction with drawings and Examples, concrete structure is described in detail.
As shown in Figure 2, main scale 1 is provided with scale, scale extends to two ends from zero graduation line, a part of scale value is only depicted as signal in figure, the scale extension of wider scope can be carried out according to practical application in specific embodiment, and for convenience of mapping in this Figure of description, only give part scale value in fig. 2, in other accompanying drawings, scale value is omitted.
As shown in Figure 2, fixed claw 11 is fixedly installed on main scale 1 upper end, and its measuring surface is concordant with zero groove; The main part of U-shaped support 12 is the steel plates of the U-shaped that a piece is transversely arranged, and is fixedly installed on the lower end of main scale 1, and the measuring surface of its two supporting legs end face and fixed claw 11 at grade, and namely two supporting leg end faces are also concordant with zero groove.
As shown in figures 1 and 3, on the main scale 1 that external pelivimetry pawl 3 is nested with, its upper end is provided with the second trip bolt 31, after sliding into correct position, by the second trip bolt 31 by external pelivimetry pawl 3 fixing and locking.
As shown in figures 1 and 3, internal measure-hand 2 upper end is the measuring junction identical with fixed claw 11 shape, and lower end is the slide block 21 that can slide along U-lag 121.As shown in Figure 6, two inboard legs of U-shaped support 12 are provided with chute 1211 to specific embodiment, and slide block 21 is being provided with projection 211 corresponding to chute 1211 position, and slide block 21 realizes sliding at U-lag 121 with coordinating of chute 1211 by projection 211; Fixed claw 11 upper end is provided with the claw 22 be nested with on main scale 1, claw 22 is provided with the first trip bolt 221 for being locked.
Concrete measuring process as shown in Figure 7, reinforcing bar is stuck between internal measure-hand 2 and fixed claw 11, with the first trip bolt 121, internal measure-hand 2 is tightened fixing, now a is bar diameter, then external pelivimetry pawl 3 is regulated, be stuck between external pelivimetry pawl 3 and slide block 21 by two reinforcing bars, tighten fixing with the second trip bolt 31 by external pelivimetry pawl 3, now b is two reinforcing steel bar center distances.
The above has made detailed description to preferred implementation of the present utility model and embodiment by reference to the accompanying drawings; but the utility model is not limited to the above-described embodiment and examples; for those skilled in the art; without departing from the concept of the premise utility; can also make some improvement and modification, these improve and modification also should be considered as protection domain of the present utility model.

Claims (3)

1. steel reinforcement cage dipping, comprises main scale (1), fixed claw (11), U-shaped support (12), internal measure-hand (2) and external pelivimetry pawl (3), it is characterized in that,
(1) is provided with scale to described main scale, and described scale extends to two ends from zero graduation line,
Described fixed claw (11) is vertically fixedly installed on main scale (1) upside and its measuring surface is concordant with described zero groove;
The main part of described U-shaped support (12) is the steel plate of the U-shaped that a piece is transversely arranged, and being fixedly installed on the downside of main scale (1), the measuring surface of described U-shaped support two supporting leg end face and fixed claw (11) is on same vertical plane;
Be provided with a sleeve in described external pelivimetry pawl (3) and on the described main scale (1) be nested with, and outside measuring claw be provided with the second trip bolt (31);
Described internal measure-hand (2) upper end slidably coordinates with main scale (1), described internal measure-hand (2) lower end is slidably matched with U-shaped support by slide block (21) and chute (1211), and on internal measure-hand, be provided with the first trip bolt (221) for being locked.
2. steel reinforcement cage dipping according to claim 1, is characterized in that, the part that described slide block (21) is internal measure-hand (2), the part that described chute (1211) is U-shaped support (12).
3. steel reinforcement cage dipping according to claim 1, is characterized in that, described scale is millimeter graduated scale.
CN201520004001.3U 2015-01-04 2015-01-04 Steel reinforcement cage dipping Expired - Fee Related CN204388750U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520004001.3U CN204388750U (en) 2015-01-04 2015-01-04 Steel reinforcement cage dipping

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520004001.3U CN204388750U (en) 2015-01-04 2015-01-04 Steel reinforcement cage dipping

Publications (1)

Publication Number Publication Date
CN204388750U true CN204388750U (en) 2015-06-10

Family

ID=53361463

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520004001.3U Expired - Fee Related CN204388750U (en) 2015-01-04 2015-01-04 Steel reinforcement cage dipping

Country Status (1)

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CN (1) CN204388750U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107806808A (en) * 2017-12-07 2018-03-16 中建八局第四建设有限公司 A kind of bar spacing aligner
CN110487153A (en) * 2019-09-11 2019-11-22 中建八局轨道交通建设有限公司 The review measuring device and its method of middle the buried water stop installation and bar spacing of tunnel inverted arch longitudinal direction construction joint
CN113251901A (en) * 2021-04-29 2021-08-13 栗金营 Bridge pier column steel reinforcement cage stirrup interval detection device
CN113375528A (en) * 2021-07-05 2021-09-10 中国十七冶集团有限公司 Device for controlling distance and levelness of template and using method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107806808A (en) * 2017-12-07 2018-03-16 中建八局第四建设有限公司 A kind of bar spacing aligner
CN110487153A (en) * 2019-09-11 2019-11-22 中建八局轨道交通建设有限公司 The review measuring device and its method of middle the buried water stop installation and bar spacing of tunnel inverted arch longitudinal direction construction joint
CN110487153B (en) * 2019-09-11 2024-05-10 中建八局轨道交通建设有限公司 Device and method for rechecking and measuring installation and reinforcement spacing of buried water stop
CN113251901A (en) * 2021-04-29 2021-08-13 栗金营 Bridge pier column steel reinforcement cage stirrup interval detection device
CN113375528A (en) * 2021-07-05 2021-09-10 中国十七冶集团有限公司 Device for controlling distance and levelness of template and using method thereof

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150610

Termination date: 20160104