JPS62133225A - Centrifugal force molded concrete member - Google Patents

Centrifugal force molded concrete member

Info

Publication number
JPS62133225A
JPS62133225A JP26942685A JP26942685A JPS62133225A JP S62133225 A JPS62133225 A JP S62133225A JP 26942685 A JP26942685 A JP 26942685A JP 26942685 A JP26942685 A JP 26942685A JP S62133225 A JPS62133225 A JP S62133225A
Authority
JP
Japan
Prior art keywords
concrete
members
centrifugal force
unit
centrifugally formed
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.)
Pending
Application number
JP26942685A
Other languages
Japanese (ja)
Inventor
正治 谷垣
直 岡本
澄行 松原
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction Co Ltd
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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP26942685A priority Critical patent/JPS62133225A/en
Publication of JPS62133225A publication Critical patent/JPS62133225A/en
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (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) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は遠心力成型コンクリート単位部材を所望個数強
固に連結して成る遠心力成型コンクリート部材に関する
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a centrifugally formed concrete member formed by firmly connecting a desired number of centrifugally formed concrete unit members.

(従来の技術) 従来、遠心力成型コンクリート単位部材を所望個数連続
して成る遠心力成型コンクリート部材は第5図示の如く
、各遠心力成型コンクリート単位部材aの端部に巻回し
てゼルト止めされた鋼製の帯状連結部材すを溶接するこ
とによって連結していた。
(Prior Art) Conventionally, a centrifugally formed concrete member consisting of a desired number of consecutive centrifugally formed concrete unit members is wound around the end of each centrifugally formed concrete unit member a and secured with a bolt, as shown in Fig. 5. They were connected by welding steel strip-shaped connecting members.

(発明が解決しようとする問題点) 前記従来の遠心力成型コンクリート部材は帯状連結部材
すのみによって連結されているために連結強度が十分で
無いという不都合を有する。
(Problems to be Solved by the Invention) The conventional centrifugally formed concrete members have the disadvantage that the connection strength is insufficient because they are connected only by the band-shaped connecting members.

(問題点を解決するための手段) 本発明は前記不都合を解消し、各遠心力酸5型コンクリ
ート単位部材の強度を生かせるようにこれら単位部材が
強固に連結される遠心力成型コンクリート部材を提供す
ることを目的とするもので、その発明は、端面から突出
する接合部材を埋設された2以上の遠心力成型コンク+
j −ト単位部材を、その各接合部材を連結させると共
に該連結部分の周囲に該単位部材と同程度の強度を備え
た後打ちコンクリートを打設して連続させて成る。
(Means for Solving the Problems) The present invention eliminates the above-mentioned disadvantages and provides a centrifugal force-formed concrete member in which unit members are firmly connected so that the strength of each centrifugal acid type 5 concrete unit member can be utilized. The invention aims at
J-G unit members are connected to each other by connecting their joint members, and post-cast concrete having the same strength as that of the unit members is cast around the connected portions to make them continuous.

遠心力成型コンクリート単位部材は常法の遠心力成型法
によって、円筒状、角柱状等の所望の形状に遠心成型型
枠を用いて成型する。
The centrifugally formed concrete unit member is formed by a conventional centrifugal forming method into a desired shape such as a cylinder or a prism using a centrifugal forming frame.

該コンクリート単位部材は内部に鉄筋やPCC鋼線−は
引張強度の大きな連続繊維体等を埋設して補強するよう
にしてもよい。該連続繊維体としては例えば、炭素繊維
、ガラス繊維、セラミック繊維等の無機繊維、芳香族ポ
リアミド、芳香族ポリエーテルアミド、芳香族ポリサル
ファイドアミド、芳香族ポリスルホンアミド、芳香族ポ
リケトンアミド、芳香族ポリアミンアミド、ビニロン等
の有機繊維等のストランド、該ストランドを平行に引き
揃えた繊維束全エポキシ樹脂等の結合剤で含浸結束して
成る繊維体、該ストランドを組紐状に編成した繊維束か
ら成る繊維体、該ストランドを組紐状に編成した繊維束
の表面に水中接着型エポキシ樹脂等のコンクリートと親
和性の有る物質の被膜を備えた繊維体、該ストランドを
組紐状に編成した繊維束をエポキシ樹脂等の結合剤で含
浸結束して成る繊維体等を単独或いは組合わせて用いる
The concrete unit member may be reinforced by embedding reinforcing steel, PCC steel wire, or a continuous fiber body having a high tensile strength. Examples of the continuous fibers include inorganic fibers such as carbon fibers, glass fibers, and ceramic fibers, aromatic polyamides, aromatic polyetheramides, aromatic polysulfide amides, aromatic polysulfonamides, aromatic polyketoneamides, and aromatic polyamine amides. , strands of organic fibers such as vinylon, fiber bundles made by aligning the strands in parallel, all impregnated and bound with a binder such as epoxy resin, and fiber bodies consisting of fiber bundles made of the strands knitted into a braided cord. , a fiber body having a coating of a substance having affinity with concrete such as underwater adhesive epoxy resin on the surface of a fiber bundle formed by knitting the strands into a braided form, and a fiber bundle formed by knitting the strands into a braided form with an epoxy resin, A fibrous body impregnated with a binder and bound together is used alone or in combination.

尚、該遠心力成型コンクリート単位部材は前記連続繊維
体と同種の短繊維を分散させて補強し得ることは言うま
でもない。
It goes without saying that the centrifugally formed concrete unit member can be reinforced by dispersing short fibers of the same type as the continuous fibers.

遠心力成型コンクリート単位部材に埋設される接合部材
は、前記補強用の鉄筋やPO@線或いは連続線椎体等を
該慎位部材の端面から外方へ突出させて兼用するように
してもよいし、該単位部材の端面近傍に埋設させた専用
部材としてもよい。
The connecting member embedded in the centrifugally formed concrete unit member may also be used for the reinforcing reinforcing bars, PO@ wires, continuous line vertebral bodies, etc. by protruding outward from the end face of the restraining member. However, it may be a dedicated member buried near the end face of the unit member.

後打ちコンクリートとしては、超高強度コンクリート、
真空コンクリー:・、繊維補強コンクリート等を前記遠
心力成型コンクリート単位部材と同程度の強度を備える
ように調節して用いる。
Post-cast concrete includes ultra-high strength concrete,
Vacuum concrete: - Fiber-reinforced concrete or the like is adjusted to have the same strength as the centrifugally formed concrete unit member.

(実施例) 以下、添付図面に従って本発明をその実施例に付き説明
する。
(Example) The present invention will be described below with reference to the accompanying drawings.

第1図乃至第2図は専用の接合部材を用いた本発明遠心
力成型コンクリート部材の1実施例を示す。
FIGS. 1 and 2 show an embodiment of the centrifugally formed concrete member of the present invention using a special joining member.

第1図は端面1aから突出する鉄板から成る接合部材2
を複数本、図示のものでは8本埋設された中空角柱体状
の遠心力成型単位部材1を示し、その所望本数を、各単
位部材1の接合部材2を図示のように溶接或いは図示し
ないがボルト止めして連結させると共に該連結部分の周
囲に該単位部材1と同程度の強度を備えた超高強度コン
クリートから成る後打ちコンクリート3を打設して連続
させた。
Figure 1 shows a joining member 2 made of a steel plate protruding from the end surface 1a.
The figure shows a hollow prismatic centrifugally formed unit member 1 in which a plurality of pieces, eight in the illustrated one, are buried, and the desired number is determined by welding the joining member 2 of each unit member 1 as shown in the figure or by welding (not shown in the figure) They were connected by bolting, and post-cast concrete 3 made of ultra-high-strength concrete having the same strength as the unit member 1 was placed around the connected portion to make it continuous.

第3図乃至第4図は遠心力成型コンクリート単位部材の
補強用鉄筋を接合部材として兼用した本発明遠心力成型
コンクリート部材の他実施例を示す。
FIGS. 3 to 4 show other embodiments of the centrifugally formed concrete member of the present invention in which the reinforcing reinforcing bars of the centrifugally formed concrete unit member are also used as joining members.

第3図は端面1aから補強用に配筋された鉄筋を複数本
、図示のものでは8本突出させて接合部材2とした中空
角柱体状の遠心力成型単位部材1を示し、その所望本数
全、各単位部材1の接合部材2を図示のように結束線4
で連結させると共にこれら接合部材2の外周囲にせん断
補強材5を巻設し、更に該連結部分の周囲に該単位部材
1と同程度の強度を備えた真空コンクリートから成る後
打ちコンクリート3を打設して連続させた。
FIG. 3 shows a centrifugally formed unit member 1 in the shape of a hollow prismatic body with a plurality of reinforcing bars arranged for reinforcement protruding from the end face 1a, eight in the illustrated one, to form a joint member 2, and the desired number of reinforcing bars. All the joining members 2 of each unit member 1 are tied together with a binding wire 4 as shown in the figure.
At the same time, a shear reinforcing material 5 is wound around the outer periphery of these joint members 2, and post-cast concrete 3 made of vacuum concrete having the same strength as the unit member 1 is poured around the joint parts. It was set up and continued.

(発明の効果) このように、本発明によるときは、端面がら突出する接
合部材を埋設された2以上の遠心力成型コンクリート単
位部材を、その各接合部材を連結させて後打ちコンクリ
ートの補強を図る一万、かかる連結部分の周囲に該単位
部材と同程度の強度を備えた後打ちコンクリートの打設
によってこれら各単位部材を互いに強固に一体化させる
ことができ、各単位部材の特性を十分に生かせる遠心力
成型コンクリート部材を提供できる効果を有する。
(Effects of the Invention) As described above, according to the present invention, two or more centrifugally formed concrete unit members in which joint members protruding from the end faces are embedded are connected to each other, thereby reinforcing post-cast concrete. However, by placing post-cast concrete with the same strength as the unit member around the connecting part, these unit members can be firmly integrated with each other, and the characteristics of each unit member can be sufficiently maintained. This has the effect of providing a centrifugally formed concrete member that can be used in

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

第1図は本発明遠心力成型コンクリート部材の1実施の
正面図、@2図はその遠心力成型単位部材の斜視図、第
3図は他実施例の正面図、第4図はその遠心力成型単位
部材の斜視図、第5図は従来の遠心力成型コンクリート
部材の正面図である。 1・・・遠心力成型コンクリート単位部材2・・・接合
部材 3・・・後打ちコンクリート
Fig. 1 is a front view of one embodiment of the centrifugally formed concrete member of the present invention, Fig. 2 is a perspective view of the centrifugally formed unit member, Fig. 3 is a front view of another embodiment, and Fig. 4 is the centrifugal force thereof. A perspective view of a forming unit member, and FIG. 5 is a front view of a conventional centrifugally formed concrete member. 1...Centrifugal force forming concrete unit member 2...Joining member 3...Post-cast concrete

Claims (1)

【特許請求の範囲】[Claims] 端面から突出する接合部材を埋設された2以上の遠心力
成型コンクリート単位部材を、その各接合部材を連結さ
せると共に該連結部分の周囲に該単位部材と同程度の強
度を備えた後打ちコンクリートを打設して連続させて成
る遠心力成型コンクリート部材。
Two or more centrifugally formed concrete unit members in which connecting members protruding from the end faces are embedded are connected, and post-cast concrete having the same strength as the unit members is placed around the connected parts. A centrifugal force-formed concrete member that is continuously cast.
JP26942685A 1985-12-02 1985-12-02 Centrifugal force molded concrete member Pending JPS62133225A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26942685A JPS62133225A (en) 1985-12-02 1985-12-02 Centrifugal force molded concrete member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26942685A JPS62133225A (en) 1985-12-02 1985-12-02 Centrifugal force molded concrete member

Publications (1)

Publication Number Publication Date
JPS62133225A true JPS62133225A (en) 1987-06-16

Family

ID=17472256

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26942685A Pending JPS62133225A (en) 1985-12-02 1985-12-02 Centrifugal force molded concrete member

Country Status (1)

Country Link
JP (1) JPS62133225A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03153309A (en) * 1989-11-13 1991-07-01 Sumitomo Constr Co Ltd Manufacture and joining method for pc pillar

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03153309A (en) * 1989-11-13 1991-07-01 Sumitomo Constr Co Ltd Manufacture and joining method for pc pillar

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