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Reinforcement steel

a technology of reinforcement steel and reinforcement plate, which is applied in the direction of building reinforcements, constructions, building components, etc., can solve the problem of low anchoring force of the head part to the concrete, and achieve the effect of increasing the strength of the deck, and reducing the weight of the structur

Inactive Publication Date: 2019-03-21
ONO INDSYO CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

The present invention provides reinforcement steel that can increase its anchoring force to concrete. This is achieved by the design of the reinforcement steel, specifically the front end surface and the flange portion on the head part. This improvement can provide better stability and strength to the overall construction.

Problems solved by technology

The above-described shape of the head part has a problem of a low anchoring force to the concrete because of low resistance of the head part when a pressure originating from the concrete is applied from the front end side to the base end side of the reinforcement steel.

Method used

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Experimental program
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first embodiment

[0028]As shown in FIG. 1, a reinforcement steel bar 1A of a first embodiment is deformed reinforcement steel made of steel. The reinforcement steel bar 1A includes a shaft part 10 and a head part 20 formed at a front end portion of the shaft part 10.

[0029]The shaft part 10 is formed by providing grid ribs 11 on an outer peripheral surface of a rod-shaped member having a circular cross section. Accordingly, the ribs 11 form asperities on the outer peripheral surface of the shaft part 10.

[0030]As shown in FIG. 2A, the head part 20 is formed at the front end portion of the shaft part 10. The head part 20 is a forged region of the front end portion of the shaft part 10. In other words, the shaft part 10 and the head part 20 constitute an integrated member.

[0031]The head part 20 has a larger diameter than that of the shaft part 10. In the first embodiment, the entire head part 20 projects from the shaft part 10 in a radial direction of the shaft part 10.

[0032]The head part 20 of the firs...

second embodiment

[0067]Next, a reinforcement steel bar 1B of a second embodiment will be described.

[0068]As shown in FIG. 4A, the reinforcement steel bar 1B of the second embodiment has substantially the same configuration as that of the reinforcement steel bar 1A of the above-described first embodiment (see FIG. 1), except that the shapes of the head parts 20 are different from each other.

[0069]In the reinforcement steel bar 1B of the second embodiment, a flat surface 27 is formed on the head part 20. As shown in FIG. 4B, a direction orthogonal to the axial direction of the shaft part 10 is defined as a normal direction of the flat surface 27.

[0070]In the reinforcement steel bar 1B, a distance L3 (a distance in the radial direction of the shaft part 10) from the shaft center (the axis) of the shaft part 10 to the flat surface 27 is substantially equal to the radius of the shaft part 10.

[0071]Note that the distance L3 in the radial direction of the shaft part 10 from the shaft center of the shaft pa...

third embodiment

[0079]Next, a reinforcement steel bar 1C of a third embodiment will be described.

[0080]As shown in FIG. 6A, the reinforcement steel bar 1C of the third embodiment has substantially the same configuration as that of the reinforcement steel bar 1B of the above-described second embodiment (see FIG. 4A), except that the shapes of the head parts 20 are different from each other. In the reinforcement steel bar 1C of the third embodiment, two flat surfaces 27 are formed on the head part 20.

[0081]In the third embodiment, the two flat surfaces 27 formed on the head part 20 are formed substantially parallel to each other while interposing the center of the head part 20 in between as shown in FIG. 6B.

[0082]Meanwhile, in the third embodiment, the front end surface 21 is formed into a rectangle in front view as shown in FIG. 6C. When the front end surface 21 is formed into the rectangle as described above, it is possible to increase an axial cross-sectional area of the head part 20 and thus to i...

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Abstract

A reinforcement steel bar includes a shaft part and a head part formed by forging an end portion of the shaft part. A front end surface with its normal direction aligned with an axial direction of the shaft part is formed at a front end portion of the head part. A base end portion of the head part projects from the shaft part in a radial direction of the shaft part. A plate-shaped flange portion is formed at an outer peripheral part of the base end portion of the head part.

Description

BACKGROUND OF THE INVENTION1. Field of the Invention[0001]The present invention relates to reinforcement steel.2. Description of the Related Art[0002]A coupling structure for coupling decks laid on a bridge superstructure is configured such that a reinforcement steel bar of one of the decks and a reinforcement steel bar of the other deck are caused to project to a space between the decks, and concrete is placed in the space.[0003]There is an example of reinforcement steel used in a ferroconcrete structure such as the aforementioned deck coupling structure, in which a diameter of a head part of the reinforcement steel is expanded more than a diameter of a shaft part thereof (see Japanese Patent Application Publication No. 2017-071925, for example).SUMMARY OF THE INVENTION[0004]The head part of the conventional reinforcement steel mentioned above is formed into a truncated conical shape with its diameter gradually expanded from a front end portion to a base end portion thereof. The ab...

Claims

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Application Information

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Patent Type & Authority Applications(United States)
IPC IPC(8): E04C5/06
CPCE04C5/06E01D19/125E04C5/03E04C5/0645E04C5/161E04C5/162
Inventor TAKAHASHI, AKIHIKOYASHIRO, YUICHI
Owner ONO INDSYO CO LTD