JPS6322950A - Tetra three-dimensional structural filler for reinforcing concrete - Google Patents

Tetra three-dimensional structural filler for reinforcing concrete

Info

Publication number
JPS6322950A
JPS6322950A JP16704586A JP16704586A JPS6322950A JP S6322950 A JPS6322950 A JP S6322950A JP 16704586 A JP16704586 A JP 16704586A JP 16704586 A JP16704586 A JP 16704586A JP S6322950 A JPS6322950 A JP S6322950A
Authority
JP
Japan
Prior art keywords
tetra
reinforcing
filler
dimensional
concrete
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
Application number
JP16704586A
Other languages
Japanese (ja)
Other versions
JPH0751818B2 (en
Inventor
裕幸 酒見
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP61167045A priority Critical patent/JPH0751818B2/en
Publication of JPS6322950A publication Critical patent/JPS6322950A/en
Publication of JPH0751818B2 publication Critical patent/JPH0751818B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明はコンクリート補強用テトラ立体構造充填材に関
するものである。一般に、コンクリートは圧幅力に対す
る抗力は強いが、張力や応力に対して脆弱であり、建築
構造体としては補強用鉄筋を挿入する必要があるが、補
強用鉄筋の挿入作業は機械化が困難で作業性が億くコス
ト高になるものであった。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a tetra-steric filler for reinforcing concrete. In general, concrete has a strong resistance to rolling force, but is vulnerable to tension and stress, and as a building structure it is necessary to insert reinforcing bars, but the work of inserting reinforcing bars is difficult to mechanize. The workability was 100 million yen and the cost was high.

本発明は、従来のi夫筋挿入作東を碇略し、鉄筋に代替
しうる補強素材として開発した充填材であり、復来の鉄
筋と同等以上の補強性能を持ちなカベら作業性を著しく
向上したちのである。鉄筋の代替材としては、すでにガ
ラス繊維、炭素沼紺、全X繊維、高程ユ超高分子量ポリ
エチレン、ケブラーといフだ高強圧補強材の混入が横付
されているが、高強厘高分子沼誰は高価でコンクリ−F
との親和性が低(、ガラス繊維や全X繊維など、短甥誰
フィラーの形状では均等混入が困難であり、いまだ十分
寞用化された状況には至っていない。本発明はこうした
従来のコンクリート充+jt補強材の短所を改良し、金
原の強靭性、高弾性率、安価性、加工8易性をそのまま
踏襲した金庫補強充填材であるが、本発明は、工夫され
た安定形状により均等混合が容易で全方位への均一な補
強効果を発揮し、従来の鉄筋組入れ作業に代替して3!
設の作業性を大幅に改善するコンクリート補強充填材で
ある。
The present invention is a filling material that has been developed as a reinforcing material that can replace conventional reinforcing bars by omitting the conventional method of inserting I-bars. It has improved. As alternatives to reinforcing bars, glass fiber, carbon fiber, all-X fiber, high-strength ultra-high molecular weight polyethylene, Kevlar, and other high-strength reinforcing materials have already been proposed, but high-strength polymer reinforcement materials such as is expensive and concrete F
It is difficult to evenly mix fillers such as glass fibers and all-X fibers, and they have not yet been fully put into practical use. This is a safe reinforcing filler that improves the shortcomings of the JT reinforcing material and maintains the toughness, high elastic modulus, low cost, and ease of processing of Kanehara. It is easy to use and provides a uniform reinforcing effect in all directions, replacing the traditional reinforcing work.
It is a concrete reinforcing filler that greatly improves the workability of construction.

本発8月の構造は、正四面体中心から四面体の4頂点へ
4本の版1が放射状に伸びたテトラ立体↑賦造を基$構
造とし、均等長の4$の防1が中心2の一点て結合した
立体放射形状清麿体である。それぞれの1椀の頂点3は
、引り張りに対する抜は防止および素手での取撮いを=
fRにするため第1図に示すように潰して拡大し、滑り
止め4を形成する。本発明は、以上のようにテトラ立体
tX n的に形状か固定されているため、生コンクリー
トとの攪拌中も充填材の立体形状はコンクリート内でそ
のまま維持され、かつ、立体構造であるためにコンクリ
ート内での均等拡散が@ぢてあり、従ってコンクリート
の引張弾性率もまた全方向に対して均等に強化される。
The structure of this issue in August is based on the tetrahedral ↑ structure in which four plates 1 extend radially from the center of the regular tetrahedron to the four vertices of the tetrahedron, and the defense 1 of equal length is at the center. It is a three-dimensional radial-shaped solid body in which 2 are connected at a single point. The apex 3 of each bowl is designed to prevent pulling out due to tension and to take pictures with bare hands.
In order to obtain fR, as shown in FIG. 1, it is crushed and expanded to form a non-slip member 4. In the present invention, since the shape of the filler is fixed in a tetra-dimensional manner as described above, the three-dimensional shape of the filler is maintained within the concrete even during stirring with fresh concrete, and since the filler has a three-dimensional structure, There is uniform diffusion within the concrete, so the tensile modulus of the concrete is also strengthened equally in all directions.

本発明においては、大小21頚のテトラ横漬充臘材を同
時に混入することが可能であり、補強効果を更に高め、
強圧の向上を図ることができる。
In the present invention, it is possible to simultaneously mix 21 sizes of tetra horizontally soaked filler materials, further enhancing the reinforcing effect,
It is possible to improve the forceful pressure.

また、本発明に於ては、テトラ立体放射tx造を基本構
造として変形し、腕の数を5本以上に増加してもほぼ同
等の補強効果が期待できるが、テトラ立体構造が最もS
純な〒■ばあり、また大小2種の充填材を混入するとき
、より緻三r;禰完分市となり補完効果をより一1高め
ることができろ。
In addition, in the present invention, almost the same reinforcing effect can be expected even if the basic structure of the tetra-stereoscopic radial tx structure is modified and the number of arms is increased to five or more, but the tetra-stereoscopic structure has the highest S
If it is pure, or if two types of fillers, large and small, are mixed, it will become more precise and the complementary effect will be further enhanced.

本発明構造は価めて阜耗て製作が容易であり、製作方法
としては大形状には簀潰丁たは9造、中小形状には4本
の針金を中ノむ部で溶tフしてテトラ構造とする方法や
、くの字形にまげた2$の針金を凹部でスポット濱接す
ることによりテトラtg遣とする方法、或いは2本の針
金を稔り結合して凝似テトラ立体構造とする方法などが
存在し、テトラtll造を形成したあと8頭部を潰して
滑り止め4を形成すれば製作が完了する。
The structure of the present invention is inexpensive and easy to manufacture, and the manufacturing method is by melting four wires at the middle part for large shapes or by melting four wires at the middle part for small and medium shapes. A method of forming a tetra-tg structure by bending two wires into a dogleg shape and spot-contacting them at the concave portion, or a method of forming a tetra-tg structure by joining two wires together There are various methods, and after forming the tetra-tll structure, the 8 heads are crushed to form the anti-slip 4, and the production is completed.

本発明の特徴としては次のようになる。The features of the present invention are as follows.

1、構造が簡単で製作が@易である。1. It has a simple structure and is easy to manufacture.

Z安価である。Z is cheap.

3.1人後の均等拡散が@易である。3. Even distribution after one person is @easy.

4、全方向に対し均等に補強できる。4. Can be reinforced evenly in all directions.

5、鉄筋作業に代占でき、作業性が向上する。5. It can be used as a substitute for reinforcing steel work, improving work efficiency.

【図面の簡単な説明】[Brief explanation of drawings]

菓1図は大小2つの不発明の立体図。 1・・・腕 2・・・中心 3・・・ri点 4・・・滑り止め 特許出翻人 酒 見 裕 幸 z 1 図 Figure 1 is a three-dimensional diagram of the invention in two sizes, large and small. 1...arm 2...center 3...ri point 4... Anti-slip Patent translator Hiroyuki Sake z 1 Figure

Claims (2)

【特許請求の範囲】[Claims] (1)4本の腕1が中心2で接合し各腕の頂点3を結ぶ
線がほぼ正四面体を形成するような 立体形状構造を持つことを特徴とするコン クリート補強用テトラ立体構造充填材。
(1) A tetra-dimensional filler for concrete reinforcement characterized by having a three-dimensional structure in which four arms 1 are joined at the center 2 and the lines connecting the vertices 3 of each arm almost form a regular tetrahedron. .
(2)特許請求第1項に於ける変形構造として腕の数を
4本以上持つ立体放射形状構造を特 徴とするコンクリート補強用立体放射構造 充填材。
(2) A three-dimensional radial structure filler for reinforcing concrete, characterized by a three-dimensional radial structure having four or more arms as the deformed structure according to claim 1.
JP61167045A 1986-07-16 1986-07-16 Reinforcing solid structure material Expired - Lifetime JPH0751818B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61167045A JPH0751818B2 (en) 1986-07-16 1986-07-16 Reinforcing solid structure material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61167045A JPH0751818B2 (en) 1986-07-16 1986-07-16 Reinforcing solid structure material

Publications (2)

Publication Number Publication Date
JPS6322950A true JPS6322950A (en) 1988-01-30
JPH0751818B2 JPH0751818B2 (en) 1995-06-05

Family

ID=15842366

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61167045A Expired - Lifetime JPH0751818B2 (en) 1986-07-16 1986-07-16 Reinforcing solid structure material

Country Status (1)

Country Link
JP (1) JPH0751818B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02129516U (en) * 1989-03-29 1990-10-25

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6999193B1 (en) * 2020-09-10 2022-01-18 国立大学法人京都大学 Reinforcing material for concrete 3D printing

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54161680A (en) * 1978-06-12 1979-12-21 Kiichi Chiyuusa Reinforcing structure for plastics by reinforcing material having radial stereoscopic structure
JPS5672031A (en) * 1979-11-17 1981-06-16 Nasa:Kk Fireproof, heat-insulating and soundproof composition

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54161680A (en) * 1978-06-12 1979-12-21 Kiichi Chiyuusa Reinforcing structure for plastics by reinforcing material having radial stereoscopic structure
JPS5672031A (en) * 1979-11-17 1981-06-16 Nasa:Kk Fireproof, heat-insulating and soundproof composition

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02129516U (en) * 1989-03-29 1990-10-25

Also Published As

Publication number Publication date
JPH0751818B2 (en) 1995-06-05

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