JPH06322821A - Construction of column-beam connecting part - Google Patents

Construction of column-beam connecting part

Info

Publication number
JPH06322821A
JPH06322821A JP11299693A JP11299693A JPH06322821A JP H06322821 A JPH06322821 A JP H06322821A JP 11299693 A JP11299693 A JP 11299693A JP 11299693 A JP11299693 A JP 11299693A JP H06322821 A JPH06322821 A JP H06322821A
Authority
JP
Japan
Prior art keywords
reinforced concrete
column
precast body
hole
beams
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
JP11299693A
Other languages
Japanese (ja)
Inventor
Tomoaki Nibuya
知明 丹生谷
Tatsuo Miwa
達雄 三輪
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP11299693A priority Critical patent/JPH06322821A/en
Publication of JPH06322821A publication Critical patent/JPH06322821A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To facilitate the connection between column and beam of reinforced concrete construction. CONSTITUTION:Reinforced concrete beams 3 in four directions of a connecting part are integrated together in the state where they are arranged nearly in cross to form a precast body 5 having a through-hole 4 for passing the reinforcements 2a of a reinforced concrete column 2 in the cross part. In the inner part of the through-hole 4, a number of reinforcements 3a of each reinforced concrete beam 3 are protruded and exposed in the crossed state, and the reinforcements 2a of the reinforced concrete column 2 can be inserted thereto. Further, after the reinforcements are inserted into the through-hole of the precast body 5, concrete is placed to connect and integrate the column 2 to the beams 3. By connecting each beam 3 to the column 2 in the cross part of the 3 in the precast body 5, rationalization such as reduction in assembling of reinforcements, increase in diversion of molds, and reduction in number of assembling processes is attained to enhance safety and reduce cost.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、鉄筋コンクリート造
における柱と梁との接合部の構造、所謂、柱・梁接合部
構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a joint between a column and a beam in a reinforced concrete structure, a so-called column-beam joint structure.

【0002】[0002]

【従来の技術】従来、この種の柱・梁接合部構造として
は、柱用および梁用として、接合部の形状に型枠を設置
すると共に、この型枠内に鉄筋コンクリート造における
柱と梁とすべく鉄筋を配設し、その後、この各型枠内に
コンクリートを打設するものが一般に知られている。
2. Description of the Related Art Conventionally, as a pillar-beam joint structure of this type, a mold is installed in the shape of the joint for the pillar and the beam, and the pillar and the beam in the reinforced concrete structure are installed in the mold. It is generally known that reinforcing bars are arranged in order to do so, and then concrete is placed in each of the molds.

【0003】そして、この柱・梁接合部構造において、
鉄筋のプレハブ化や型枠の大型化等にて、種々の合理化
がなされている。
In this column-beam joint structure,
Various rationalization has been made by prefabricating rebars and increasing the size of formwork.

【0004】[0004]

【この発明が解決しようとする課題】しかし、前述した
ような従来の柱・梁接合部構造では、合理化が十分では
なく、接合部の形成が面倒で時間のかかるものであっ
た。そのため、鉄筋コンクリート造における柱と梁との
接合を容易に行うことができなかった。
However, in the conventional column-beam joint structure as described above, the rationalization is not sufficient, and the formation of the joint is troublesome and time-consuming. Therefore, it was not possible to easily join columns and beams in reinforced concrete construction.

【0005】この発明は前述した事情に鑑みて創案され
たもので、その目的は鉄筋コンクリート造における柱と
梁との接合を容易に行うことのできる柱・梁接合部構造
を提供することにある。
The present invention was devised in view of the above circumstances, and an object thereof is to provide a column-beam joint structure capable of easily joining columns and beams in a reinforced concrete structure.

【0006】[0006]

【課題を解決するための手段】この発明の接合部構造に
よれば、接合部における四方,三方または二方の鉄筋コ
ンクリート梁は、予め、略十字状,略T字状または略L
字状に配設した状態で一体化されていると共に、その交
差部に前記鉄筋コンクリート柱の配筋が貫通する貫通孔
が形成されているプレキャスト体とする。また、前記プ
レキャスト体における貫通孔の内部は、各鉄筋コンクリ
ート梁の配筋が突出し、多数交差した状態で露出してい
ると共に、前記鉄筋コンクリート柱の配筋が挿入できる
ように形成されている。さらに、前記鉄筋コンクリート
柱と鉄筋コンクリート梁とは、前記プレキャスト体の貫
通孔の内部に、鉄筋コンクリート柱の配筋を挿入した後
にコンクリートを打設することで、接合し一体化してな
っている。
According to the joint structure of the present invention, the four-sided, three-sided or two-sided reinforced concrete beams in the joint are preliminarily substantially cross-shaped, substantially T-shaped or substantially L-shaped.
The precast body is integrated in a state of being arranged in a letter shape, and has a through hole through which the reinforcing bar of the reinforced concrete column penetrates at the intersection thereof. Further, inside the through-hole in the precast body, the reinforcing bars of each reinforced concrete beam are projected and exposed in a state where a large number of them intersect, and the reinforcing bars of the reinforced concrete column are formed so that they can be inserted. Furthermore, the reinforced concrete columns and the reinforced concrete beams are joined and integrated by inserting concrete into the through holes of the precast body and then placing concrete.

【0007】そして、この発明は、従来の接合部構造か
ら、もう一歩進めて、鉄筋コンクリート梁を、鉄筋コン
クリート柱のパネルゾーンを工夫した略十字状,略T字
状または略L字状のプレキャスト体とし、そのプレキャ
スト体における各梁の交差部で、柱と接合する工法によ
り、鉄筋の組立て減,型枠の転用増,組立ての工数減等
の合理化を図り、安全性とコストダウンとを求めるもの
である。
The present invention is one step further from the conventional joint structure, and the reinforced concrete beam is made into a substantially cross-shaped, substantially T-shaped or substantially L-shaped precast body in which the panel zone of the reinforced concrete column is devised. In the precast body, at the intersection of each beam, by the method of joining to the column, the ratio of assembling the rebar, increasing the diversion of the formwork, reducing the number of assembling steps is rationalized, and safety and cost reduction are required. is there.

【0008】[0008]

【実施例】以下、この発明の柱・梁接合部構造を、図示
する実施例によって説明する。なお、この実施例では、
鉄筋コンクリート柱と、この鉄筋コンクリート柱におけ
る四方の鉄筋コンクリート梁との接合構造について述べ
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The pillar / beam joint structure of the present invention will be described below with reference to the illustrated embodiments. In this example,
The joint structure of reinforced concrete columns and four-sided reinforced concrete beams in this reinforced concrete column is described.

【0009】鉄筋コンクリート柱2と、この鉄筋コンク
リート柱2における四方の鉄筋コンクリート梁3とを接
合する時の接合部構造1(図1〜図3参照)は、接合部
における四方の鉄筋コンクリート梁3を、予め、略十字
状に配設した状態で一体化すると共に、各鉄筋コンクリ
ート梁3の交差部に鉄筋コンクリート柱2の配筋2aが貫
通する貫通孔4を形成して、プレキャスト体5とする。
また、このプレキャスト体5における貫通孔4の内部
は、各鉄筋コンクリート梁3の配筋3aが突出し、多数交
差した状態で露出していると共に、鉄筋コンクリート柱
2の配筋2aが挿入できるように形成されている。
The joint structure 1 (see FIGS. 1 to 3) for joining the reinforced concrete columns 2 and the four reinforced concrete beams 3 in the reinforced concrete columns 2 has the four reinforced concrete beams 3 at the joints in advance. A precast body 5 is formed by forming through holes 4 through which the reinforcing bars 2a of the reinforced concrete columns 2 penetrate at the intersections of the reinforced concrete beams 3 while integrating them in a substantially cross shape.
Further, the inside of the through hole 4 in the precast body 5 is formed so that the reinforcing bars 3a of each reinforced concrete beam 3 project and are exposed in a state where a large number of them intersect each other, and the reinforcing bars 2a of the reinforced concrete columns 2 can be inserted. ing.

【0010】そして、鉄筋コンクリート柱2と鉄筋コン
クリート梁3とは、プレキャスト体5の貫通孔4の内部
に、鉄筋コンクリート柱2の配筋2aを挿入した後にコン
クリートを打設することで、接合し一体化してなってい
る。
Then, the reinforced concrete column 2 and the reinforced concrete beam 3 are joined and integrated by inserting concrete into the through hole 4 of the precast body 5 after inserting the reinforcing bar 2a of the reinforced concrete column 2. Has become.

【0011】なお、この実施例でのプレキャスト体5
は、図2および図3に示すように、各鉄筋コンクリート
梁3の配筋3aである上端筋6と下端筋7とがそれぞれ四
本配設されている。
The precast body 5 in this embodiment
As shown in FIG. 2 and FIG. 3, each of the reinforced concrete beams 3 has four upper end bars 6 and seven lower end bars 7, which are the bar arrangements 3a.

【0012】また、このプレキャスト体5における貫通
孔4内は、図2および図3に示すように、各上端筋6お
よび下端筋7、即ち、各鉄筋コンクリート梁3の配筋3a
が露出し交差していると共に、剪断補強筋としてのフー
プ筋8が配設されている。
As shown in FIG. 2 and FIG. 3, the inside of the through hole 4 of the precast body 5 is the upper end bar 6 and the lower end bar 7, that is, the bar arrangement 3a of each reinforced concrete beam 3.
Are exposed and intersect with each other, and a hoop muscle 8 as a shear reinforcing muscle is provided.

【0013】さらに、鉄筋コンクリート柱2における各
鉄筋コンクリート梁3との接合部には、その鉄筋コンク
リート柱2の断面における隅角部に、配筋2aが四本突出
した状態で設けられている。そして、この各配筋2aは、
プレキャスト体5における貫通孔4内へ挿入した状態で
配設される。
Further, at the joints of the reinforced concrete columns 2 with the respective reinforced concrete beams 3, four bar arrangements 2a are provided at the corners in the cross section of the reinforced concrete columns 2. And each bar 2a is
The precast body 5 is arranged so as to be inserted into the through hole 4 of the precast body 5.

【0014】このような構成からなる接合部構造1を使
用して、柱・梁の接合を行う時について述べると、先
ず、柱用として、梁下までにコンクリート打ち、鉄筋コ
ンクリート柱2を形成する。
To describe the case of joining columns and beams using the joint structure 1 having such a structure, first, for concrete use, concrete reinforced concrete columns 2 are formed up to the bottom of the beams.

【0015】次に、各鉄筋コンクリート梁3が交差して
なる、図2および図3に示した略十字状のプレキャスト
体5を現場で作成する。この作成時に貫通孔4は、各鉄
筋コンクリート梁3の交差部におけるフープ筋8内に、
外ラス止めや内サンドエアーバック止め方式により空洞
にして形成する。
Next, an approximately cross-shaped precast body 5 shown in FIGS. 2 and 3 in which the respective reinforced concrete beams 3 intersect each other is prepared on site. At the time of this creation, the through holes 4 are formed in the hoop muscles 8 at the intersections of the reinforced concrete beams 3,
It is formed into a cavity by using an outer lath stopper or an inner sand airbag stopper method.

【0016】次に、前述した如く現場で作成したプレキ
ャスト体5を、クレーン(図示せず)にて吊り上げ、図
1の(b) に示すように、鉄筋コンクリート柱2の上部か
ら吊り下ろす。そして、この吊り下ろし時に、鉄筋コン
クリート柱2の配筋2aがプレキャスト体5の貫通孔4内
にとなるようにして(図1の(a) 参照)、鉄筋コンクリ
ート柱2上にプレキャスト体5をセットする。
Next, the precast body 5 prepared on site as described above is lifted by a crane (not shown) and is hung from the upper part of the reinforced concrete column 2 as shown in FIG. 1 (b). The precast body 5 is set on the reinforced concrete pillars 2 so that the reinforcing bars 2a of the reinforced concrete pillars 2 are located inside the through holes 4 of the precast body 5 (see FIG. 1 (a)) during the suspension. .

【0017】その後、鉄筋コンクリート柱2の配筋2aが
挿入された、プレキャスト体5の貫通孔4内にコンクリ
ートを打設する。そして、この貫通孔4内への打設コン
クリートが硬化することにより、鉄筋コンクリート柱2
と、十字状に配設した各鉄筋コンクリート梁3との接合
が行われる。
Then, concrete is placed in the through hole 4 of the precast body 5 into which the reinforcing bar 2a of the reinforced concrete column 2 is inserted. Then, when the concrete poured into the through holes 4 hardens, the reinforced concrete columns 2
And the reinforced concrete beams 3 arranged in a cross shape are joined.

【0018】このようにして、この発明の柱・梁接合部
構造1によれば、鉄筋コンクリート製の柱2と梁3とを
簡単に接合することができる。
In this way, according to the pillar / beam joint structure 1 of the present invention, the reinforced concrete pillars 2 and beams 3 can be easily joined.

【0019】[0019]

【発明の効果】この発明の接合部構造によれば、十字
状,T字状またはL字状に配設した各鉄筋コンクリート
梁を一体のプレキャスト体としたことにより、型枠組立
てや鉄筋配設等の現場作業を減少させることができる
等、鉄筋コンクリート柱と各鉄筋コンクリート梁との接
合を簡単に行うことができる。
According to the joint structure of the present invention, each reinforced concrete beam arranged in a cross shape, a T shape, or an L shape is made into an integral precast body, so that formwork assembly, rebar arrangement, etc. It is possible to easily connect the reinforced concrete column and each reinforced concrete beam, such as reducing the on-site work.

【0020】また、各鉄筋コンクリート梁をプレキャス
ト体として、鉄筋コンクリート柱との接合を簡単に行う
ことができることは、作業の安全性を増すことにもな
る。
Moreover, the fact that each reinforced concrete beam is used as a precast body and can be easily joined to a reinforced concrete column also increases the safety of work.

【0021】さらに、鉄筋の現場作業を減らすことがで
き、組立て費を20%減らすことができる。また、型枠の
転用を増やすことができ、型枠費を30%減らすことがで
きる。また、鉄筋,型枠の多能工の活用で人件費を20%
減らすことができる。
Further, it is possible to reduce the on-site work of the reinforcing bar and reduce the assembly cost by 20%. In addition, the diversion of the formwork can be increased, and the formwork cost can be reduced by 30%. In addition, labor costs are 20% due to the utilization of multi-purpose workers for rebar and formwork.
Can be reduced.

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

【図1】(a) はこの発明の柱・梁接合部構造を示す概略
斜視図で、(b) はこの発明の柱・梁接合部構造における
接合前の状態を示す概略斜視図である。
FIG. 1A is a schematic perspective view showing a pillar / beam joint structure of the present invention, and FIG. 1B is a schematic perspective view showing a state before joining in the pillar / beam joint structure of the present invention.

【図2】この発明の柱・梁接合部構造におけるプレキャ
スト体を示す平面図である。
FIG. 2 is a plan view showing a precast body in the pillar / beam joint structure of the present invention.

【図3】図2のA−A線矢視図である。FIG. 3 is a view taken along the line AA of FIG.

【符号の説明】[Explanation of symbols]

1…接合部構造、2…鉄筋コンクリート柱、2a…配筋、
3…鉄筋コンクリート梁、3a…配筋、4…貫通孔、5…
プレキャスト体、6…上端筋、7…下端筋、8…フープ
筋。
1 ... Joint structure, 2 ... Reinforced concrete column, 2a ... Bar arrangement,
3 ... Reinforced concrete beam, 3a ... Bar arrangement, 4 ... Through hole, 5 ...
Precast body, 6 ... upper end streak, 7 ... lower end streak, 8 ... hoop streak.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋コンクリート柱と、この鉄筋コンク
リート柱における四方,三方または二方の鉄筋コンクリ
ート梁とを接合する時に用いる接合部構造であり、 前記接合部における四方,三方または二方の鉄筋コンク
リート梁は、予め、略十字状,略T字状または略L字状
に配設した状態で一体化されていると共に、その交差部
に前記鉄筋コンクリート柱の配筋が貫通する貫通孔が形
成されているプレキャスト体とし、 前記プレキャスト体における貫通孔の内部は、各鉄筋コ
ンクリート梁の配筋が突出し、多数交差した状態で露出
していると共に、前記鉄筋コンクリート柱の配筋が挿入
できるように形成されており、 前記鉄筋コンクリート柱と鉄筋コンクリート梁とは、前
記プレキャスト体の貫通孔の内部に、鉄筋コンクリート
柱の配筋を挿入した後にコンクリートを打設すること
で、接合し一体化してなることを特徴とする柱・梁接合
部構造。
1. A joint structure used for joining a reinforced concrete column and a four-way, three-way or two-way reinforced concrete beam in the reinforced concrete column, wherein the four-way, three-way or two-way reinforced concrete beam in the joint is previously formed. A precast body that is integrated in a state of being arranged in a substantially cross shape, a substantially T shape, or a substantially L shape, and that has a through hole through which the reinforcing bar of the reinforced concrete column penetrates at the intersection thereof. The inside of the through-hole in the precast body is formed so that the reinforcing bars of each reinforced concrete beam project and are exposed in a state where a large number of them intersect, and the reinforcing bars of the reinforced concrete column can be inserted into the through hole. And reinforced concrete beams, inside the through-hole of the precast body, the reinforcement of the reinforced concrete column A column-beam joint structure characterized by joining and integrating by inserting concrete after inserting.
JP11299693A 1993-05-14 1993-05-14 Construction of column-beam connecting part Pending JPH06322821A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11299693A JPH06322821A (en) 1993-05-14 1993-05-14 Construction of column-beam connecting part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11299693A JPH06322821A (en) 1993-05-14 1993-05-14 Construction of column-beam connecting part

Publications (1)

Publication Number Publication Date
JPH06322821A true JPH06322821A (en) 1994-11-22

Family

ID=14600820

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11299693A Pending JPH06322821A (en) 1993-05-14 1993-05-14 Construction of column-beam connecting part

Country Status (1)

Country Link
JP (1) JPH06322821A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160087217A (en) * 2015-01-13 2016-07-21 서울시립대학교 산학협력단 Precast concrete structure with monolithic beam-column connection and location adjustable plastic hinge
JP2020153080A (en) * 2019-03-18 2020-09-24 株式会社竹中工務店 Method for constructing column

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63167825A (en) * 1986-12-27 1988-07-11 株式会社大林組 Precast concrete beam and building construction method using the same

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63167825A (en) * 1986-12-27 1988-07-11 株式会社大林組 Precast concrete beam and building construction method using the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160087217A (en) * 2015-01-13 2016-07-21 서울시립대학교 산학협력단 Precast concrete structure with monolithic beam-column connection and location adjustable plastic hinge
JP2020153080A (en) * 2019-03-18 2020-09-24 株式会社竹中工務店 Method for constructing column

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