JPH0211521Y2 - - Google Patents
Info
- Publication number
- JPH0211521Y2 JPH0211521Y2 JP8318783U JP8318783U JPH0211521Y2 JP H0211521 Y2 JPH0211521 Y2 JP H0211521Y2 JP 8318783 U JP8318783 U JP 8318783U JP 8318783 U JP8318783 U JP 8318783U JP H0211521 Y2 JPH0211521 Y2 JP H0211521Y2
- Authority
- JP
- Japan
- Prior art keywords
- steel
- concrete structure
- reinforced concrete
- beams
- steel frame
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 43
- 239000010959 steel Substances 0.000 claims description 43
- 239000011150 reinforced concrete Substances 0.000 claims description 18
- 230000002787 reinforcement Effects 0.000 description 9
- 239000000463 material Substances 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は鉄骨鉄筋コンクリート構造の建物に
関する。[Detailed description of the invention] [Industrial application field] This invention relates to a building with a steel reinforced concrete structure.
鉄骨鉄筋コンクリート構造の建物では、一般
に、梁は鉄骨鉄筋コンクリート構造によつて構成
され、その鉄骨材には主にＨ形鋼等といつた横幅
の比較的大きい形鋼が使用されている。
In a building with a steel-framed reinforced concrete structure, the beams are generally constructed of a steel-framed reinforced concrete structure, and the steel frame is mainly a shaped steel with a relatively large width such as an H-shaped steel.
この為、梁幅も当然大きくなつて梁形が室内に
突出し、その分だけ天井が狭くなつたり、梁が邪
魔になつて極めて使い難い部屋ができてしまうこ
とがある。 For this reason, the width of the beam naturally increases, and the shape of the beam protrudes into the room, making the ceiling narrower or the beam getting in the way, creating a room that is extremely difficult to use.
又、Ｈ形鋼等といつた鉄骨材は相当重い為、設
置、位置決め、並びに固定前の仮止め等の各種作
業が極めて面倒なものになりやすい。 Further, since steel frames such as H-beams are quite heavy, various operations such as installation, positioning, and temporary fixing before fixing tend to be extremely troublesome.
更に、建て方には多くの支保工を必要とする
為、施工が煩雑になりやすい。 Furthermore, the construction method tends to be complicated because it requires a lot of shoring.
この考案はこのような前記従来の問題点を解消
するために提案されたもので、梁ができるだけ室
内に突出しないようにすると共に、梁部分の鉄骨
材の設置、位置決め、仮止めを簡単に行うことが
でき、更に建て方も可能な限り少ない支保工で簡
単に行うことができる鉄骨鉄筋コンクリート構造
の建物を提供することを目的とする。
This idea was proposed in order to solve the above-mentioned problems with the conventional method.It prevents the beams from protruding into the room as much as possible, and also makes it easy to install, position, and temporarily fix the steel frames on the beams. To provide a building with a steel frame reinforced concrete structure that can be easily constructed with as few supports as possible.
この考案は鉄骨鉄筋コンクリート構造の建物に
関するもので、スパン方向の梁を鉄骨鉄筋コンク
リート構造による逆梁とすると共に、その鉄骨材
に帯鋼、Ｉ形鋼若しくは溝形鋼を使用し、桁行方
向の梁を鉄骨構造とすると共に、その鉄骨材にＨ
形鋼を使用し、且つ柱を鉄骨鉄筋コンクリート構
造、スラブを鉄筋コンクリート構造とした構成に
することにより前記目的を達成するものである。
This idea concerns a building with a steel-framed reinforced concrete structure, in which the beams in the span direction are inverted beams made of steel-framed reinforced concrete, and the beams in the girder direction are made of steel bands, I-beams, or channel steel. In addition to having a steel frame structure, the steel frame material is
The above object is achieved by using shaped steel, having a structure in which the columns have a steel-framed reinforced concrete structure and the slab has a reinforced concrete structure.
以下、この考案を図示する一実施例に基づいて
説明すると、第１図，第２図，第３図及び第４図
は鉄骨鉄筋コンクリート構造の建物の要部を示し
たもので、柱１及びスパン方向の梁２は鉄骨鉄筋
コンクリート構造によつて構成されている。
Below, this invention will be explained based on an example illustrating the invention. Figures 1, 2, 3, and 4 show the main parts of a building with a steel-framed reinforced concrete structure, including a column 1 and a span. The beam 2 in the direction is constructed of a steel reinforced concrete structure.
又、桁行方向の梁３は鉄骨構造によつて構成さ
れ、且つ壁４及びスラブ５は鉄筋コンクリートに
よつて構成されている。 Furthermore, the beams 3 in the girder direction are constructed of a steel frame structure, and the walls 4 and slabs 5 are constructed of reinforced concrete.
スパン方向の梁２は、所謂、逆梁として構成さ
れ、その鉄骨材６として、帯鋼、Ｉ形鋼、若しく
は溝形鋼といつた横幅の出来るだけ小さい取り扱
い容易な鉄骨材を使用することにより、梁形が室
内に突出せず、梁幅が壁４の厚みと略同一になる
ように構成されている。 The beam 2 in the span direction is constructed as a so-called reverse beam, and by using easy-to-handle steel frames such as band steel, I-beam steel, or channel steel as the steel frame 6, the width is as small as possible. The beam shape does not protrude into the room, and the width of the beam is approximately the same as the thickness of the wall 4.
スパン方向の梁２が、所謂逆梁として構成され
ていることにより、スラブ５の施工後に当該スラ
ブ５を作業足場として梁２の施工が可能になる。 Since the beam 2 in the span direction is configured as a so-called reverse beam, it becomes possible to construct the beam 2 using the slab 5 as a work scaffold after constructing the slab 5.
鉄骨材６の左右両端部は柱１の鉄骨材７の側部
に溶接することにより突設されたブラケツト８に
複数枚の連結プレート９，９と複数本の接合ボル
ト１０，１０によつて一体的に接合されている。 Both left and right ends of the steel frame 6 are integrally connected to a bracket 8 that protrudes by welding to the side of the steel frame 7 of the column 1 using a plurality of connecting plates 9, 9 and a plurality of connecting bolts 10, 10. are joined together.
又、スパン方向の梁２の上端部と下端部には複
数本の上端梁主筋１１，１１と下端梁主筋１２，
１２がそれぞれ配筋されている。 Also, at the upper and lower ends of the beam 2 in the span direction, there are a plurality of upper end beam main reinforcements 11, 11 and lower end beam main reinforcements 12,
12 are reinforced respectively.
上端梁主筋１１，１１および下端梁主筋１２，
１２は複数本の幅止め筋１３，１３によつて広が
らないようにそれぞれ連結されている。 Upper end beam main reinforcements 11, 11 and lower end beam main reinforcements 12,
12 are connected to each other by a plurality of width stop bars 13, 13 so as not to spread.
又、上端梁主筋１１と下端梁主筋１２との間に
は複数本の補助鉄筋１４，１４が複数段に配筋さ
れ、梁２の剛性が高められている。 Moreover, a plurality of auxiliary reinforcing bars 14, 14 are arranged in multiple stages between the upper end beam main reinforcement 11 and the lower end beam main reinforcement 12, thereby increasing the rigidity of the beam 2.
桁行方向の梁３にはＨ形鋼が使用され、その左
右両端部は柱１の鉄骨材７の側部に複数本の取付
ボルト１５，１５によつてボルト止めされたブラ
ケツト１６に溶接することにより接合されてい
る。 H-shaped steel is used for the beam 3 in the girder direction, and its left and right ends are welded to a bracket 16 bolted to the side of the steel frame 7 of the column 1 with a plurality of mounting bolts 15, 15. It is joined by
壁４及びスラブ５は鉄筋コンクリートによつて
構成されている。 The wall 4 and slab 5 are made of reinforced concrete.
壁４のコンクリート中に配筋された壁補強筋１
７，１７のうち、スパン方向の壁４内に配筋され
た壁補強筋１７，１７は上下階の壁４，４及びス
パン方向の梁２内を上下方向に連続して配筋さ
れ、かかる構造によつて上下階の壁４，４の完全
一体化が図られている。 Wall reinforcing bars 1 placed in the concrete of wall 4
Among the walls 7 and 17, the wall reinforcing bars 17 and 17 arranged in the walls 4 in the span direction are continuously arranged in the vertical direction in the walls 4 and 4 of the upper and lower floors and the beams 2 in the span direction. The structure allows the walls 4, 4 of the upper and lower floors to be completely integrated.
又、壁補強筋１７，１７は梁２内に於いてスタ
ーラツプ筋を兼ねることにより、本来のスターラ
ツプ筋が省略できるよう配慮されている。 Further, the wall reinforcing bars 17, 17 also serve as stirrup bars within the beam 2, so that the original stirrup bars can be omitted.
この考案は以上の構成からなるので以下の効果
を有する。
Since this invention has the above configuration, it has the following effects.
スパン方向の梁が鉄骨鉄筋コンクリート構造に
よる逆梁として構成され、且つその鉄骨材には帯
鋼、Ｉ形鋼等といつた横幅が狭く比較的取扱容易
な形鋼が使用されている為、この梁の鉄骨材の設
置、位置決め、仮止め、本締め並びに配筋の各種
作業は先に構成された鉄筋コンクリート構造の床
スラブの上で極めて効率良く安全に行うことがで
きる。 The beam in the span direction is constructed as a reverse beam with a steel-framed reinforced concrete structure, and the steel frame used is shaped steel such as band steel and I-beam steel, which have a narrow width and are relatively easy to handle. Installation, positioning, temporary fixing, final tightening, and reinforcing of steel frames can be carried out extremely efficiently and safely on the floor slab of the previously constructed reinforced concrete structure.
又、本固定前の鉄骨材の仮止めも、鉄骨材を床
スラブの上にそのまま載せて行うことができる
為、少ない支保工材でも確実に行うことができ
る。 In addition, temporary fixing of the steel frame material before final fixing can be done by placing the steel frame material directly on the floor slab, so it can be done reliably even with a small amount of supporting material.
更に、スパン方向の梁の鉄骨材には帯鋼、Ｉ形
鋼等といつた横幅の極めて小さい鉄骨材が使用さ
れている為、梁形が室内に突出しないように梁幅
を可能な限り小さくすることができ、ひいては、
壁厚と略完全に一致させることができる。 Furthermore, since the steel frames of the beams in the span direction are made of extremely narrow steel frames such as band steel and I-beams, the beam width should be made as small as possible to prevent the beam shape from protruding into the room. can, and in turn,
It is possible to match the wall thickness almost completely.
したがつて、梁形が室内側に突出することによ
り、天井がひくくなつたり、使いにくくなつたり
するというような問題も解消できる。 Therefore, it is possible to solve problems such as the ceiling becoming narrow or difficult to use due to the beam shape protruding into the room.
第１図，第２図および第３図はスパン方向の梁
の縦断面図、第４図は柱の横断面図である。
１……柱、２……スパン方向の梁、３……桁行
方向の梁、４……壁、５……スラブ、６……鉄骨
材、７……鉄骨材、８……ブラケツト、９……連
結プレート、１０……接合ボルト、１１……上端
梁主筋、１２……下端梁主筋、１３……幅止め
筋、１４……補助鉄筋、１５……取付ボルト、１
６……ブラケツト、１７……壁補強筋。
1, 2, and 3 are longitudinal cross-sectional views of the beam in the span direction, and FIG. 4 is a cross-sectional view of the column. 1...Column, 2...Beam in span direction, 3...Beam in column direction, 4...Wall, 5...Slab, 6...Steel frame material, 7...Steel frame material, 8...Bracket, 9... ... Connection plate, 10 ... Connection bolt, 11 ... Upper end beam main reinforcement, 12 ... Lower end beam main reinforcement, 13 ... Width stop bar, 14 ... Auxiliary reinforcing bar, 15 ... Mounting bolt, 1
6...Bracket, 17...Wall reinforcement.
Claims (1)
よる逆梁とすると共に、その鉄骨材に帯鋼、Ｉ形
鋼若しくは溝形鋼を使用し、桁行方向の梁を鉄骨
構造とすると共に、その鉄骨材にＨ形鋼を使用
し、且つ柱を鉄骨鉄筋コンクリート構造、スラブ
を鉄筋コンクリート構造としたことを特徴とする
鉄骨鉄筋コンクリート構造の建物。 The beam in the span direction is a reverse beam with a steel reinforced concrete structure, and the steel frame is made of band steel, I-beam steel, or channel steel, and the beam in the girder direction is a steel frame structure, and the steel frame is H-shape. A building with a steel-framed reinforced-concrete structure that uses steel, has columns of a steel-framed reinforced-concrete structure, and a slab of a reinforced-concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8318783U JPS59188202U (en) | 1983-06-01 | 1983-06-01 | Steel reinforced concrete structure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8318783U JPS59188202U (en) | 1983-06-01 | 1983-06-01 | Steel reinforced concrete structure building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59188202U JPS59188202U (en) | 1984-12-13 |
| JPH0211521Y2 true JPH0211521Y2 (en) | 1990-03-26 |
Family
ID=30213146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8318783U Granted JPS59188202U (en) | 1983-06-01 | 1983-06-01 | Steel reinforced concrete structure building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59188202U (en) |
-
1983
- 1983-06-01 JP JP8318783U patent/JPS59188202U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59188202U (en) | 1984-12-13 |
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