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JPH0637801B2 - Architectural concrete member and manufacturing method thereof - Google Patents
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JPH0637801B2 - Architectural concrete member and manufacturing method thereof - Google Patents

Architectural concrete member and manufacturing method thereof

Info

Publication number
JPH0637801B2
JPH0637801B2 JP60168086A JP16808685A JPH0637801B2 JP H0637801 B2 JPH0637801 B2 JP H0637801B2 JP 60168086 A JP60168086 A JP 60168086A JP 16808685 A JP16808685 A JP 16808685A JP H0637801 B2 JPH0637801 B2 JP H0637801B2
Authority
JP
Japan
Prior art keywords
concrete
concrete member
linear
linear body
mortar
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.)
Expired - Lifetime
Application number
JP60168086A
Other languages
Japanese (ja)
Other versions
JPS6229652A (en
Inventor
博尾 高田
義一 前田
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.)
Shimizu Corp
Original Assignee
Shimizu Corp
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 Shimizu Corp filed Critical Shimizu Corp
Priority to JP60168086A priority Critical patent/JPH0637801B2/en
Publication of JPS6229652A publication Critical patent/JPS6229652A/en
Publication of JPH0637801B2 publication Critical patent/JPH0637801B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は、長繊維等の補強用の線状体を中に含む建築用
のコンクリート部材(例えばコンクリート板、コンクリ
ート梁等)、およびその製造方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION “Industrial field of application” The present invention relates to a concrete member for construction (for example, a concrete plate, a concrete beam, etc.) that contains a reinforcing linear body such as a long fiber therein, and the production thereof. It is about the method.

「従来の技術」 従来、この種のコンクリート部材として、いわゆる繊維
セメント板がある。これは、コンクリートまたはモルタ
ルに、長さ20〜30mm程度のカーボンファイバーやス
チールファイバー等の繊維を混練して板状に成型したも
の、あるいは硬化前のコンクリート板等の表面に前記繊
維をダイレクトスプレーしたものである。これらは単な
るコンクリート板に比べて引張強度が高く、強靱なコン
クリート材料であるので、プレキャスト部材や大きな引
張力を受ける部材に対して近年広く用いられるようにな
っている。
“Prior Art” Conventionally, as this type of concrete member, there is a so-called fiber cement board. This is a concrete or mortar in which a fiber such as carbon fiber or steel fiber having a length of about 20 to 30 mm is kneaded and molded into a plate shape, or the fiber is directly sprayed onto the surface of a concrete plate before hardening. It is a thing. Since these are high-strength concrete materials having higher tensile strength than simple concrete plates, they have been widely used in recent years for precast members and members that receive a large tensile force.

「発明が解決しようとする問題点」 ところで、このようなコンクリート部材の引張強度は、
コンクリート中の繊維の長さや方向性に左右され、繊維
の向きが引張力の加わる方向に揃っているほど、また、
繊維長が長いほど高くなるものである。しかしながら、
上記従来のコンクリート部材(繊維セメント板)では、
モルタル中に繊維が任意の方向性をもって混入されてい
るため、構造上無駄な繊維が多く、しかも、混練あるい
はダイレクトスプレーの方法で製造する都合上、使用で
きる繊維の長さに制限があるという難点があった。
"Problems to be solved by the invention" By the way, the tensile strength of such a concrete member is
Depending on the length and direction of the fibers in the concrete, the more the fibers are aligned in the direction in which tensile force is applied, the more
The longer the fiber length, the higher the fiber length. However,
In the conventional concrete member (fiber cement board),
Since the fibers are mixed in the mortar in an arbitrary direction, there are many structurally useless fibers, and the length of the fibers that can be used is limited because of the kneading or direct spraying method. was there.

一方、このような難点を解消するコンクリート部材とし
て、内部に幅方向あるいは長手方向等の全長にわたって
長尺の鋼線等を多数本埋設したものが考えられている。
しかしながら、このようなコンクリート部材は、製造時
に多数本の鋼線を一本ずつ張り渡す作業が極めて煩雑と
なる。
On the other hand, as a concrete member that solves such a difficulty, it is considered that a large number of long steel wires or the like are embedded inside along the entire length in the width direction or the longitudinal direction.
However, in such a concrete member, the work of stretching a large number of steel wires one by one becomes extremely complicated during manufacturing.

本発明は上記の事情に鑑みてなされたもので、その目的
とするところは、引張強度等が強く、しかも、製造が容
易である新規なコンクリート部材、および、その製造方
法を提供することにある。
The present invention has been made in view of the above circumstances, and an object thereof is to provide a novel concrete member that has high tensile strength and the like and is easy to manufacture, and a manufacturing method thereof. .

「問題点を解決するための手段」 かかる目的を達成するために本発明のコンクリート部材
は、コンクリートまたはモルタルの内部に、長繊維ある
いは鋼線等の線状体を案内具に引っ掛けて折り返して蛇
行状態に埋設し、線状体の複数の直線部を所定の方向に
揃えて延在させたものである。
[Means for Solving Problems] In order to achieve such an object, the concrete member of the present invention is a concrete or mortar, and a linear member such as long fibers or steel wire is hooked on a guide tool and folded back to meander. It is embedded in a state and a plurality of linear portions of the linear body are aligned and extended in a predetermined direction.

また、本発明の製造方法は、コンクリート成形用型枠の
内面に複数の案内具を取り付け、これら案内具に補強用
の線状体を引っ掛けて折り返しながら線状体を型枠内に
張設し、しかる後に、型枠内にコンクリートまたはモル
タルを打設するようにした方法である。
Further, the manufacturing method of the present invention, a plurality of guide tools are attached to the inner surface of the concrete forming mold, and the linear members for reinforcement are hooked on these guide tools and folded back while being stretched in the mold. After that, it is a method of placing concrete or mortar in the formwork.

「作用」 本発明のコンクリート部材によれば、所定の方向へ向い
た複数の直線部が、その方向への引張強度を効率良く高
め、しかも、これら直線部は長尺の線状体を案内具に引
っ掛けて折り返すことにより一度に効率よく形成でき
る。
[Operation] According to the concrete member of the present invention, a plurality of linear portions directed in a predetermined direction efficiently enhance the tensile strength in the direction, and these linear portions guide a long linear body. It can be efficiently formed at once by hooking it on and folding it back.

また、本発明の製造方法によれば、長尺の線状体を案内
具に引っ掛けて折り返すことにより、所望の位置に所望
の量の線状体を所望の方向へ、しかも、均一な緊張力を
かけた状態で容易に張設できる。
Further, according to the manufacturing method of the present invention, by hooking the long linear body on the guide and folding it back, a desired amount of the linear body can be obtained in a desired position at a desired position, and a uniform tension force can be applied. It can be easily stretched in the condition that it is applied.

「実施例」 以下、本発明の一実施例を第1図〜第5図に基づいて説
明する。
[Embodiment] An embodiment of the present invention will be described below with reference to FIGS. 1 to 5.

第1図は、本発明に係わるコンクリート部材(本実施例
ではコンクリート板)を示し、図中符号1はコンクリー
トあるいはモルタルを固めた板状体である。この板状体
1の周縁部付近には、例えば滑車等の案内具2が、第2
図の如く上下二個ずつかつ板状体1の周縁部に沿って多
数個埋設され、これら案内具2を定着治具として、板状
体1内部の上面付近および下面付近に、補強用の線状体
3が縦横に張設されている。すなわち、前記線状体3
は、互いに対向する縁部に並ぶ案内具2同士の間で、縦
方向(第1図上下方向)に延在する複数の直線部4およ
び横方向(第1図左右方向)に延在する複数の直線部5
と、各案内具2の外周を半周して全ての直線部4,5を
一続きに連続させる複数の折り返し部6とからなってい
る。さらに言い替えれば、本実施例では、ちょうど一本
の線を折り曲げて形成した格子を上下に二枚平行に埋め
込んだような状態となっている。ただし、前記線状体3
は、長繊維(例えばフィラメント糸状のカーボンファイ
バまたはグラスファイバ等)、あるいは細手の鋼線等を
複数本引き揃え、または、撚り合わせて形成したもので
ある。
FIG. 1 shows a concrete member (concrete plate in this embodiment) according to the present invention, and reference numeral 1 in the drawing is a plate-like body obtained by hardening concrete or mortar. In the vicinity of the peripheral edge of the plate-shaped body 1, a guide tool 2 such as a pulley is provided with a second guide.
As shown in the drawing, a plurality of upper and lower two pieces are embedded along the peripheral edge of the plate-like body 1, and these guide tools 2 are used as fixing jigs in the vicinity of the upper surface and the lower surface inside the plate-like body 1 for reinforcing lines. The body 3 is stretched vertically and horizontally. That is, the linear body 3
Is a plurality of linear portions 4 extending in the vertical direction (vertical direction in FIG. 1) and a plurality of linear portions extending in the lateral direction (horizontal direction in FIG. 1) between the guide tools 2 arranged on the edges facing each other. Straight part 5
And a plurality of folded-back portions 6 that half-circulate the outer circumference of each guide tool 2 and continuously connect all the linear portions 4 and 5. Further, in other words, in this embodiment, two grids formed by bending just one line are vertically embedded in parallel. However, the linear body 3
Is formed by aligning or twisting a plurality of long fibers (for example, carbon fibers or glass fibers in the form of filament yarn) or fine steel wires.

このように構成されたコンクリート部材は、縦方向およ
び横方向へ延在する複数の直線部4,5が、その方向へ
の引張強度を無駄なく効率良く高める。しかも、これら
直線部は長尺の線状体3を折り返すことにより一度に効
率よく形成することができる。
In the concrete member thus configured, the plurality of straight line portions 4 and 5 extending in the vertical direction and the horizontal direction efficiently increase the tensile strength in that direction without waste. Moreover, these straight portions can be efficiently formed at once by folding back the long linear body 3.

次いで、上記コンクリート部材の製造方法を工程順に説
明する。
Next, a method for manufacturing the concrete member will be described in the order of steps.

(i)第3図の如くコンクリート板を成型するための四
角い受け皿状の型枠7を用意し、この型枠7の側壁部の
内面に、前記案内具2を第4図の如くボルト・ナット等
により着脱可能に取り付ける。
(I) As shown in FIG. 3, a square saucer-shaped mold 7 for molding a concrete plate is prepared, and the guide 2 is provided on the inner surface of the side wall of the mold 7 as shown in FIG. Removably attached.

(ii)長尺の線状体3の一端を型枠7に固定した後、こ
の線状体3を第5図の如く各案内具(上下二個の案内具
のうち下側の案内具)2に2(a),2(b),2(c)…の順
に引っ掛けて折り返しながら、第5図で上下に対向する
案内具2間に張り渡していく。そして、線状体3が案内
具2(d)に達したら、今度は2(e),2(f),2(g)…の如
く第5図で左右に対向する案内具2間に線状体3を張り
渡し、最後に線状体3の先端(他端)を第5図鎖線の如
く型枠7外に引き出して、この先端に適宜の重さの荷重
をかけ、線状体3を全長にわたって緊張させる。
(Ii) After fixing one end of the long linear body 3 to the form 7, the linear body 3 is guided to each guide tool (lower guide tool of the upper and lower two guide tools) as shown in FIG. 2 is hooked in the order of 2 (a), 2 (b), 2 (c) ... and folded back, and stretched between the guide tools 2 facing each other vertically in FIG. Then, when the linear body 3 reaches the guide tool 2 (d), a line between the guide tools 2 facing left and right in FIG. 5 is shown as 2 (e), 2 (f), 2 (g) ... The linear body 3 is stretched, and finally the tip (the other end) of the linear body 3 is pulled out of the form frame 7 as shown by the chain line in FIG. Tension over the entire length.

(iii)上側の案内具2に対しても上記(ii)と同様の操作
を行う。
(iii) The same operation as (ii) above is performed on the upper guide tool 2.

(iv)型枠7内にコンクリート、あるいはモルタルを打設
して硬化させる。
(iv) Concrete or mortar is poured into the mold 7 and hardened.

(v)前記荷重を取り去り、線状体3の一端および全て
の案内具2を型枠7から取り外した後、型枠7を取り去
る。
(V) After removing the load and removing one end of the linear body 3 and all the guide tools 2 from the mold 7, the mold 7 is removed.

このように、本製造方法によれば型枠7の内面に取り付
けた案内具2を利用して、複数の直線部4,5を極めて
容易に、かつ、均一な緊張力をかけた状態に張り渡すこ
とが可能である。しかも、線状体3を張り渡す方向、張
り渡す位置、張り渡す量等を自由に設定することができ
る。
As described above, according to the present manufacturing method, by using the guide tool 2 attached to the inner surface of the mold 7, the plurality of straight line portions 4 and 5 are extremely easily and tightly tensioned. It is possible to pass. Moreover, it is possible to freely set the stretching direction, the stretching position, the stretching amount, and the like of the linear body 3.

なお、上記実施例では上下二個ずつの案内具2を使用し
たが、一個の案内具に上下二本の線状体3を引っ掛ける
ようにしてもよい。また、実施例では線状体3を板状体
1の上面および下面付近に二本張り渡したが、一本ある
いは三本以上でもよい。さらに、案内具2は滑車に限る
ものではなく、例えばフック状の掛け金具などでもよ
い。また、線状体3の張り渡し方向は縦横に限らず斜め
でもよく、張り渡し状態は全体的でなく部分的であって
もよい。さらにまた、実施例ではコンクリート板につい
て説明したが、本発明はコンクリート梁、あるいはコン
クリート柱等に対しても適用することができる。
In the above embodiment, the upper and lower guide members 2 are used, but the upper and lower two linear members 3 may be hooked on one guide member. Further, in the embodiment, two linear bodies 3 are stretched around the upper surface and the lower surface of the plate body 1, but one or three or more linear bodies may be provided. Further, the guide tool 2 is not limited to the pulley, and may be, for example, a hook-shaped hanging metal fitting. Further, the stretching direction of the linear body 3 is not limited to vertical and horizontal directions, but may be oblique, and the stretching state may be partial rather than total. Furthermore, although concrete plates have been described in the examples, the present invention can also be applied to concrete beams, concrete columns and the like.

「発明の効果」 以上説明したように、本発明のコンクリート部材は、コ
ンクリートまたはモルタルの内部に、長繊維あるいは鋼
線等の線状体を蛇行状態に埋設し、線状体の複数の直線
部を所定の方向に揃えて延在させたので、次のような効
果を奏する。
"Effects of the Invention" As described above, the concrete member of the present invention has a plurality of straight line portions of a linear body in which a linear body such as a long fiber or a steel wire is embedded in a meandering state inside concrete or mortar. Since they are aligned in a predetermined direction and extended, the following effects are obtained.

案内具がコンクリート部材の周縁部に沿って複数設け
られているので、一本の線状体の一端に荷重を掛けるこ
とにより、線状体の緊張を容易に行なうことができ、し
かも、直線部の延在方向への引張強度が無駄なく効率よ
く高められ、全ての直線部に均一にプレテンション方式
のプレストレスを導入することができる。この結果、コ
ンクリート部材の品質を優れたものとすることができ
る。しかも、蛇行状態に埋設されているので、極めて抜
けにくい。つまり、強靱であり、かつ、線状体を有効に
使用できるから経済性が高い。
Since a plurality of guides are provided along the peripheral edge of the concrete member, tension can be easily applied to one linear body by applying a load to one end of the linear body, and the linear portion The tensile strength in the extending direction can be efficiently increased without waste, and the pre-stressing pre-stress can be uniformly introduced into all straight portions. As a result, the quality of the concrete member can be made excellent. Moreover, since it is buried in a meandering state, it is extremely difficult to come out. That is, since it is tough and the linear body can be effectively used, it is highly economical.

複数の直線部は、案内具に引っ掛けて一本の線状体を
折り曲げることにより簡単に形成できるので、製造作業
が容易である。
Since the plurality of straight portions can be easily formed by hooking the guide member and bending a single linear body, the manufacturing operation is easy.

また、本発明の製造方法は、コンクリート成形用型枠の
内面に複数の案内具を取り付け、これら案内具に補強用
の線状体を引っ掛けて折り返しながら線状体を型枠内に
張設し、しかる後に、型枠内にコンクリートまたはモル
タルを打設するようにしたので、つぎのような効果を奏
する。
Further, the manufacturing method of the present invention, a plurality of guide tools are attached to the inner surface of the concrete forming mold, and the linear members for reinforcement are hooked on these guide tools and folded back while being stretched in the mold. After that, since concrete or mortar was placed in the formwork, the following effects can be obtained.

コンクリート部材の所望の位置に、所望の量の線状体
を所望の方向へ張り渡すことができる。
A desired amount of linear bodies can be stretched in a desired direction at a desired position of a concrete member.

従って、線状体を極めて有効に使用して、経済性の高い
コンクリート部材を得ることができる。
Therefore, the linear member can be used very effectively to obtain a highly economical concrete member.

線状体に適宜の緊張力を与えておけば、引張強度、ひ
び割れ発生強度等をさらに向上させることができ、しか
もこの緊張力は、線状体の一端に荷重をかけることによ
り、複数の直線部に同時に、かつ、均一にかけることが
できる。すなわち、品質の優れたコンクリート部材を効
率よく得ることができる。
If appropriate tension is applied to the linear body, the tensile strength, cracking strength, etc. can be further improved, and this tension can be applied to multiple straight lines by applying a load to one end of the linear body. The parts can be applied simultaneously and uniformly. That is, a concrete member with excellent quality can be efficiently obtained.

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

第1図〜第5図は本発明の一実施例を示し、第1図はコ
ンクリートの概略平断面図、第2図は第1図のでII−II
線矢視図、第3図は型枠に案内具を取り付けた状態の平
面図、第4図は第3図のIV−IV線矢視図、第5図は、製
造方法を説明する平面図である。 1……板状体、2……案内具、3……線状体、4,5…
…直線部、6……折り返し部、7……型枠。
1 to 5 show an embodiment of the present invention, FIG. 1 is a schematic plan sectional view of concrete, and FIG. 2 is II-II of FIG.
Fig. 3 is a plan view showing a state in which a guide tool is attached to the mold, Fig. 4 is a view taken along the line IV-IV in Fig. 3, and Fig. 5 is a plan view for explaining the manufacturing method. Is. 1 ... plate-like body, 2 ... guide tool, 3 ... linear body, 4,5 ...
… Straight line part, 6 …… Folded part, 7 …… Form frame.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】コンクリートまたはモルタルを成型してな
る建築用コンクリート部材において、コンクリートまた
はモルタルの内部に補強用の線状体を埋設し、この線状
体は、所定の方向に延在する複数の直線部と、前記コン
クリート部材の内周縁部に配設された複数の案内具に引
っ掛けて折り返された、これら直線部を一続きに連続さ
せる折り返し部とを有することを特徴とする建築用コン
クリート部材。
1. In a concrete member for construction made by molding concrete or mortar, a reinforcing linear body is embedded in the concrete or mortar, and the linear body is composed of a plurality of linear bodies extending in a predetermined direction. A concrete member for construction characterized by having a straight line portion and a folded back portion which is hooked and folded back on a plurality of guide tools arranged on the inner peripheral edge portion of the concrete member, and which is a continuous folded back portion of these straight lined portions. .
【請求項2】コンクリート成形用型枠の内面に複数の案
内具を取り付け、次いで、補強用の線状体を前記案内具
に引っ掛けて折り返しながら前記型枠内に張設し、しか
る後に、型枠内にコンクリートまたはモルタルを打設す
ることによりコンクリート部材を製造することを特徴と
する建築用コンクリート部材の製造方法。
2. A plurality of guides are attached to the inner surface of a concrete forming frame, and then a reinforcing linear member is hooked on the guides and folded and stretched in the form, after which the form is formed. A method for producing a concrete member for construction, which comprises producing concrete member by placing concrete or mortar in a frame.
JP60168086A 1985-07-30 1985-07-30 Architectural concrete member and manufacturing method thereof Expired - Lifetime JPH0637801B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60168086A JPH0637801B2 (en) 1985-07-30 1985-07-30 Architectural concrete member and manufacturing method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60168086A JPH0637801B2 (en) 1985-07-30 1985-07-30 Architectural concrete member and manufacturing method thereof

Publications (2)

Publication Number Publication Date
JPS6229652A JPS6229652A (en) 1987-02-07
JPH0637801B2 true JPH0637801B2 (en) 1994-05-18

Family

ID=15861584

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60168086A Expired - Lifetime JPH0637801B2 (en) 1985-07-30 1985-07-30 Architectural concrete member and manufacturing method thereof

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