JPH04254643A - Structure joining joist slab with beam - Google Patents

Structure joining joist slab with beam

Info

Publication number
JPH04254643A
JPH04254643A JP1543691A JP1543691A JPH04254643A JP H04254643 A JPH04254643 A JP H04254643A JP 1543691 A JP1543691 A JP 1543691A JP 1543691 A JP1543691 A JP 1543691A JP H04254643 A JPH04254643 A JP H04254643A
Authority
JP
Japan
Prior art keywords
slab
floor plate
joint
post
cast 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
JP1543691A
Other languages
Japanese (ja)
Other versions
JP2656163B2 (en
Inventor
Tsutomu Kubota
久保田 勤
Tsuguhiko Yoshino
次彦 吉野
Kazuhiko Sato
和彦 佐藤
Hitoshi Sasaki
仁 佐々木
Takahiko Kawasaki
川崎 孝彦
Michiaki Kondou
近藤 理昭
Shigeo Hayashi
茂雄 林
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.)
CHUO BIRUTO KOGYO KK
Fujita Corp
Original Assignee
CHUO BIRUTO KOGYO KK
Fujita 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 CHUO BIRUTO KOGYO KK, Fujita Corp filed Critical CHUO BIRUTO KOGYO KK
Priority to JP3015436A priority Critical patent/JP2656163B2/en
Publication of JPH04254643A publication Critical patent/JPH04254643A/en
Application granted granted Critical
Publication of JP2656163B2 publication Critical patent/JP2656163B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To enhance construction performance and to form a joint high in reliability in connecting a beam with a joist slab by simplifying a way how to combine the beam with the joist slab. CONSTITUTION:Each rib 2 which is fitted vertically onto the lower surface of a thin floor plate 1, is cut off at its end section in the longer direction so as to be mounted. Furthermore, a thick floor plate section which is formed in such a way that the floor plate 1 is formed with a haunch section 3, is rested on beams B and C so as to be integrated with post-cast concrete 4.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明はプレキヤストジヨイスト
スラブと梁の接合構造に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure between a precast joist slab and a beam.

【0002】0002

【従来の技術】図10は従来のプレキヤストジヨイスト
スラブを示し、薄肉床板aの下面に長手方向に沿ってリ
ブbが垂設されたダブルT型断面に形成され、RC梁と
の接合に際して、同梁のジヨイストスラブ接合部に設け
たダブルT型の欠込みに前記ジヨイストスラブの端部を
嵌着して、後打ちコンクリートcで同スラブと梁との一
体化を図っていた。
2. Description of the Related Art FIG. 10 shows a conventional precast joist slab, which is formed into a double T-shaped cross section with ribs b hanging vertically along the longitudinal direction on the lower surface of a thin floor plate a. The end of the joint slab was fitted into a double T-shaped recess provided at the joint of the joint slab of the joint slab, and the slab and the beam were integrated with post-cast concrete c.

【0003】0003

【発明が解決しようとする課題】前記従来の接合構造に
おいては、ジヨイストスラブの梁接合部がダブルT型断
面に形成されているので、同ジヨイストスラブの端部を
固定するため、梁部分にダブルT型の欠込みが設けられ
るため、製作、施工が複雑であった。本発明は前記従来
技術の有する問題点に鑑みて提案されたもので、その目
的とするところは、ジヨイストスラブと梁との取合いを
単純化し、施工性を向上するとともに構造上信頼性の高
いジヨイストスラブと梁との接合構造を提供する点にあ
る。
[Problems to be Solved by the Invention] In the above-mentioned conventional joint structure, since the beam joint portion of the joint slab is formed in a double T-shaped cross section, in order to fix the end of the joint slab, the beam portion Manufacturing and construction were complicated because a double T-shaped notch was provided in the top. The present invention was proposed in view of the problems of the prior art described above, and its purpose is to simplify the connection between the joint slab and the beam, improve workability, and achieve high structural reliability. The point is that it provides a joint structure between a joystick slab and a beam.

【0004】0004

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係るジヨイストスラブと梁の接合構造は、
薄肉床板の下面に長手方向に亘ってリブが垂設されたジ
ヨイストスラブにおける長手方向端部におけるリブを欠
截するとともに、同部における前記薄肉床板にハンチ部
を設けて厚肉床板部を形成し、同厚肉床板部を梁上に載
架して後打ちコンクリートを介して一体的に接合して構
成されている。
[Means for Solving the Problems] In order to achieve the above-mentioned object, a joint structure of a joint slab and a beam according to the present invention has the following features:
A thick floor plate section is formed by cutting out the ribs at the longitudinal ends of a joint slab in which ribs are vertically provided on the lower surface of the thin floor plate, and providing haunches in the thin floor plate at the same portions. However, the same thick floorboards are mounted on beams and integrally joined via post-cast concrete.

【0005】[0005]

【作用】本発明によれば前記したように、ジヨイストス
ラブにおける長手方向端部のリブを欠截するとともに、
同部における床板部にハンチ部を設けることによって、
前記ジヨイストスラブの梁接合端部に同スラブの剛性を
あまり変えることなく厚肉床板部を形成し、同厚肉床板
部を梁の上に単に載架して後打ちコンクリートを打設す
るようにしたもので、梁に載架される厚肉床板部によっ
てジヨイストスラブ端部の梁に対する固定度が高くなり
、且つ応力の伝達がよくなる。
[Operation] According to the present invention, as described above, the ribs at the longitudinal ends of the joystick slab are cut out, and
By providing a haunch part in the floorboard part in the same part,
A thick floor plate portion is formed at the beam joint end of the above-mentioned joystone slab without changing the rigidity of the slab much, and the thick floor plate portion is simply placed on the beam and post-cast concrete is poured. With this structure, the thick floor plate part resting on the beam increases the degree of fixation of the end of the joist slab to the beam, and improves the transmission of stress.

【0006】[0006]

【実施例】Aはプレキヤストジヨイストスラブで、薄肉
床板1の下面に長手方向に沿って2条のリブ2が垂設さ
れ、ジヨイストスラブAの長手方向端部においてリブ2
が欠截されるとともに、同長手方向端部における前記床
板1にハンチ部3が設けられ、前記ジヨイストスラブA
の梁に対する接合端部に厚肉床板部が形成されている。
[Embodiment] A is a precast joist slab, in which two ribs 2 are vertically provided on the lower surface of a thin floor plate 1 along the longitudinal direction, and the ribs 2 are provided at the ends of the joist slab A in the longitudinal direction.
is cut out, and a haunch portion 3 is provided on the floorboard 1 at the end in the longitudinal direction.
A thick floor plate portion is formed at the joint end to the beam.

【0007】BはH型断面の鉄骨梁で、同鉄骨梁Bの上
部フランジ上に、前記ジヨイストスラブAの厚肉床板部
を載架し、後打ちコンクリート4を打設てし、前記鉄骨
梁BとジヨイストスラブAを一体に接合する。図示の実
施例は前記したように、鉄骨梁Bに載架されるジヨイス
トスラブAの梁接合端部が厚肉床板部に形成されている
ので、前記梁Bに対する固定度が高く、且つ応力の伝達
がよくなる。また施工がすべて上方からできるので作業
上が著しく向上される。
B is a steel beam with an H-shaped cross section. On the upper flange of the steel beam B, the thick floor plate part of the joystick slab A is placed, and post-cast concrete 4 is poured. Beam B and joint slab A are joined together. As mentioned above, in the illustrated embodiment, the beam joint end of the joint slab A mounted on the steel beam B is formed in the thick floor plate part, so that the degree of fixation to the beam B is high and the stress is reduced. communication becomes better. Furthermore, since all construction work can be done from above, work efficiency is significantly improved.

【0008】なお前記ジヨイストスラブAにおけるリブ
2のある部分には、薄肉床板1端部より鉄骨梁Bの上部
にフランジ中央にまで延びる端部リブ5が突設され、ね
じれによる曲げモーメントを小さくする。また鉄骨梁B
のフランジには後打ちコンクリート4に対する定着力を
増大するためのスタツド6が植立されている。図8、図
9は本発明をRC梁CとジヨイストスラブAとの接合に
適用した実施例を示し、RC梁Cは梁成から後打ちコン
クリートスラブの厚さを欠截し、同欠截部7にジヨイス
トスラブAの厚肉床板部を載架して、後打ちスラブの補
強筋を配筋したのち、後打ちコンクリート4を打設して
RC梁とジヨイストスラブAとを一体的に接合するもの
である。
[0008] Furthermore, in the portion of the joint slab A where the rib 2 is located, an end rib 5 is provided that protrudes from the end of the thin floor plate 1 to the upper part of the steel beam B and extends to the center of the flange to reduce the bending moment due to torsion. do. Also, steel beam B
A stud 6 is installed on the flange of the stud 6 to increase the fixing force to the post-cast concrete 4. Figures 8 and 9 show an example in which the present invention is applied to joining an RC beam C and a joint slab A, and the RC beam C has the thickness of the post-cast concrete slab cut out from the beam structure. After placing the thick floor plate part of the joint slab A on section 7 and arranging the reinforcing bars for the post-cast slab, pour the post-cast concrete 4 to integrate the RC beam and the joint slab A. It is to be joined to.

【0009】[0009]

【発明の効果】本発明によれば前記したように、薄肉床
板の下面に長手方向に亘ってリブが垂設されたジヨイス
トスラブの長手方向端部においてリブを欠截し、同部に
おける前記薄肉床板にハンチ部を設けて形成した厚肉床
板部を梁上に載架して後打ちコンクリートで一体化した
ことによって、梁に対するジヨイストスラブの固定度を
高くし、且つ応力の伝達をよくして、構造的に信頼度の
高いジヨイストスラブと梁との接合構造を構成するとと
もに、施工がすべて上方から行なわれ、施工性を向上し
うるものである。
According to the present invention, as described above, the ribs are cut out at the longitudinal ends of the joint slab in which the ribs are vertically provided on the lower surface of the thin floorboard, and the By placing the thick floor plate formed by providing corbels on the thin floor plate and placing it on the beam and integrating it with post-cast concrete, the degree of fixation of the joint slab to the beam is increased, and the transmission of stress is improved. As a result, a structurally reliable joint structure between the joint slab and the beam is constructed, and all construction is performed from above, which improves workability.

【0010】また前記梁がRC梁より構成された場合、
同梁におけるジヨイストスラブとの接合部に従来におけ
るような複雑な形状の欠込み部を設ける必要がなくなり
、製作が容易になり、施工が簡易化される。
[0010] Furthermore, when the beam is composed of an RC beam,
It is no longer necessary to provide a notch with a complicated shape as in the conventional method at the joint part of the beam with the joint slab, which simplifies manufacturing and construction.

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

【図1】本発明に係るジヨイストスラブと梁の接合構造
の一実施例を示す平面図である。
FIG. 1 is a plan view showing an embodiment of a joint structure of a joint slab and a beam according to the present invention.

【図2】図1の矢視イ−イ図である。FIG. 2 is a diagram taken along the arrow A--A in FIG. 1;

【図3】図1の矢視ロ−ロ図である。FIG. 3 is a rolling diagram in the direction of the arrows in FIG. 1;

【図4】本発明に使用されるジヨイストスラブ部分の後
打ちコンクリートの一部を欠截して示した斜視図である
FIG. 4 is a partially cutaway perspective view of the post-cast concrete of the joystone slab used in the present invention.

【図5】前記ジヨイストスラブの側面図である。FIG. 5 is a side view of the joystick slab.

【図6】図5の矢視ハ−ハ図である。6 is a sectional view taken along the arrows in FIG. 5; FIG.

【図7】図5の矢視ニ−ニ図である。FIG. 7 is a knee-to-knee view in the direction of the arrows in FIG. 5;

【図8】本発明の他の実施例を示す縦断面図である。FIG. 8 is a longitudinal sectional view showing another embodiment of the present invention.

【図9】図8の矢視ホ−ホ図である。FIG. 9 is a diagram showing the arrows in FIG. 8;

【図10】従来のジヨイストスラブ部分の後打ちコンク
リートの一部を欠截して示した斜視図である。
FIG. 10 is a perspective view showing a part of post-cast concrete of a conventional joint slab section with a portion cut away.

【符号の説明】[Explanation of symbols]

A    ジヨイストスラブ B    鉄骨梁 C    RC梁 1    薄肉床板 2    リブ 3    ハンチ部 4    後打ちコンクリート A Joist slab B Steel beam C RC beam 1 Thin floorboard 2 Ribs 3 Haunch part 4 Post-cast concrete

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】  薄肉床板の下面に長手方向に亘ってリ
ブが垂設されたジヨイストスラブにおける長手方向端部
におけるリブを欠截するとともに、同部における前記薄
肉床板にハンチ部を設けて厚肉床板部を形成し、同厚肉
床板部を梁上に載架して後打ちコンクリートを介して一
体的に接合してなることを特徴とするジヨイストスラブ
と梁の接合構造。
Claim 1: In a joint slab in which ribs are vertically provided on the lower surface of a thin floor plate, the ribs are cut out at the longitudinal ends, and a haunch portion is provided on the thin floor plate at the same portion to increase the thickness. A joint structure of a joint slab and a beam, characterized in that a thick floor plate part is formed, the same thick floor plate part is mounted on a beam, and is integrally joined via post-cast concrete.
JP3015436A 1991-02-06 1991-02-06 Joint structure of joist slab and beam Expired - Lifetime JP2656163B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3015436A JP2656163B2 (en) 1991-02-06 1991-02-06 Joint structure of joist slab and beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3015436A JP2656163B2 (en) 1991-02-06 1991-02-06 Joint structure of joist slab and beam

Publications (2)

Publication Number Publication Date
JPH04254643A true JPH04254643A (en) 1992-09-09
JP2656163B2 JP2656163B2 (en) 1997-09-24

Family

ID=11888752

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3015436A Expired - Lifetime JP2656163B2 (en) 1991-02-06 1991-02-06 Joint structure of joist slab and beam

Country Status (1)

Country Link
JP (1) JP2656163B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0860777A (en) * 1994-08-23 1996-03-05 Kajima Corp Floor slab of pc board and execution method thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6275912A (en) * 1985-09-30 1987-04-07 Hitachi Maxell Ltd Magnetic head and its manufacturing

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6275912A (en) * 1985-09-30 1987-04-07 Hitachi Maxell Ltd Magnetic head and its manufacturing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0860777A (en) * 1994-08-23 1996-03-05 Kajima Corp Floor slab of pc board and execution method thereof

Also Published As

Publication number Publication date
JP2656163B2 (en) 1997-09-24

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