JPS5853842Y2 - Side wall structure - Google Patents

Side wall structure

Info

Publication number
JPS5853842Y2
JPS5853842Y2 JP3728979U JP3728979U JPS5853842Y2 JP S5853842 Y2 JPS5853842 Y2 JP S5853842Y2 JP 3728979 U JP3728979 U JP 3728979U JP 3728979 U JP3728979 U JP 3728979U JP S5853842 Y2 JPS5853842 Y2 JP S5853842Y2
Authority
JP
Japan
Prior art keywords
reinforcing bars
side wall
concrete plate
protruding
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.)
Expired
Application number
JP3728979U
Other languages
Japanese (ja)
Other versions
JPS55135701U (en
Inventor
治 林
Original Assignee
株式会社林治工務店
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 株式会社林治工務店 filed Critical 株式会社林治工務店
Priority to JP3728979U priority Critical patent/JPS5853842Y2/en
Publication of JPS55135701U publication Critical patent/JPS55135701U/ja
Application granted granted Critical
Publication of JPS5853842Y2 publication Critical patent/JPS5853842Y2/en
Expired legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Description

【考案の詳細な説明】 本考案は主としてガレージ等を建造するのに適する側壁
の構造に関する。
[Detailed Description of the Invention] The present invention mainly relates to a side wall structure suitable for constructing a garage or the like.

周知の如く近来ガレージの上方のスペースを有効に利用
する傾向が強く、ガレージの上方に更に建造物等を設け
るため、強度と工期の短縮が強く要望されてきているが
、従来は通常強度を要求されるものはベース、側壁、ス
ラブ部分全ての配筋作業を現場にて行ない、コンクリー
ト打を行なっていたため、工期が長く、コストも高く、
う)<欠点を有していた。
As is well known, there has been a strong trend in recent years to utilize the space above garages effectively, and in order to construct additional structures above garages, there has been a strong demand for strength and shorter construction times, but in the past, ordinary strength was required. However, the reinforcement work for the base, side walls, and slab sections was all done on-site and concrete was poured, which resulted in long construction times and high costs.
c) <It had some drawbacks.

本考案(ま斯かる問題点を解決し工期が著しく短縮出来
、しかも強度が充分に保障の出来る側壁板を提供する目
的で考案されたものである。
The present invention was devised for the purpose of solving these problems, significantly shortening the construction period, and providing a side wall board with sufficient strength.

以下実施の一例を示す図面に就いて説明すると、1はコ
ンクリート板で、2は下面側をほは45°に傾斜して設
けた傾斜面である。
Referring to the drawings showing an example of the embodiment, 1 is a concrete plate, and 2 is an inclined surface whose lower surface is inclined at an angle of 45 degrees.

3,3・・・・・・はコンクリート板1の両側面に突設
した横鉄筋である。
3, 3... are horizontal reinforcing bars protruding from both sides of the concrete plate 1.

4゜4・・・・・・は傾斜面2に突設した製鉄筋で傾斜
方向と逆方向に曲折する。
4° 4... is a reinforcing bar protruding from the inclined surface 2 and bent in the opposite direction to the inclined direction.

5,5・・・・・・はコンクリート板1の上面6側に突
設した製鉄筋で、前記製鉄筋4゜4・・・・・・と同一
方向に曲折する。
5, 5, . . . are reinforcing bars protruding from the upper surface 6 of the concrete plate 1, and are bent in the same direction as the reinforcing bars 4°, 4, .

斯かる構成より成るコンクリート板1の製造工場で大量
生産し、必要に応じて現場に搬送し第2図に示す如く栗
石等で基礎工事を完了した上に、製鉄筋4,4・・・・
・・を各々内側向きにして横鉄筋3゜3・・・・・・を
適宜溶接着して建込み後(此の場合必要に応じて製鉄筋
4,4・・・・・・の内数本は真直ぐ下方向に延ばして
捨てコンクリート部に進入するステコン固定鉄筋とする
)傾斜面2側にはベースコンクリート打7を施行し、上
面6側にはスラブコンクリート打8を行なうと、即座に
側壁が完了する。
Concrete plates 1 having such a configuration are mass-produced at a manufacturing factory, transported to the site as necessary, and the foundation work is completed with chestnut stone, etc. as shown in Fig. 2, and then reinforcing bars 4, 4, etc.
After installation, weld horizontal reinforcing bars 3゜3... with each side facing inward (in this case, weld the horizontal reinforcing bars 4, 4... as necessary). (The steel bar will extend straight downward and enter the abandoned concrete part to fix the steel reinforcement.) Base concrete pouring 7 is carried out on the slope 2 side, and slab concrete pouring 8 is carried out on the upper surface 6 side, and the side wall is immediately installed. is completed.

故に本考案を実施すると、即座に側壁が完了すると共に
、製鉄筋4,4・・・・・・及び製鉄筋5,5・・・・
・・が各々ベースコンクリート打7及びスラブコンクリ
ート打8中に横方向に深く浸入しているため外方向に対
する抵抗に強く、又、傾斜面2がベースコンクリート打
7と斜め方向に接しているために外圧からの抵抗に強く
、従がって本考案を実施すると工場に於て大量生産が可
能となり、コストが下がり、又現場に於て側壁関係の配
筋作業を要せず工期が著しく短縮出来、しかも内、外圧
に対して充分に耐え得る側壁を得られる考案である。
Therefore, when the present invention is implemented, the side walls are immediately completed, and the reinforcing bars 4, 4... and the reinforcing bars 5, 5...
... are deeply laterally penetrated into the base concrete pour 7 and slab concrete pour 8, respectively, so they are strong against outward resistance, and because the inclined surface 2 is in contact with the base concrete pour 7 in an oblique direction, It is resistant to resistance from external pressure, so if this invention is implemented, it will be possible to mass produce it in a factory, reducing costs, and it will not require reinforcement work related to side walls on site, which will significantly shorten the construction period. Moreover, it is a device that can obtain a side wall that can sufficiently withstand internal and external pressure.

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

第1図は本考案の実施の一例を示す斜面図、第2図は本
考案を実施してガレージを建造した場合の一実施例を示
す図である。 1・・・・・・コンクリート板、2・・・・・・傾斜面
、3・・・・・・横鉄筋、4・・・・・・製鉄筋、5・
・・・・・製鉄筋、6・・・・・・上面、7・・・・・
・ベースコンクリート打、8・・・・・・スラブコンク
リート打。
FIG. 1 is a perspective view showing an example of the implementation of the present invention, and FIG. 2 is a diagram showing an example of a garage constructed by implementing the invention. 1...Concrete plate, 2...Slope, 3...Horizontal reinforcing bars, 4...Reinforcing bars, 5...
...Reinforcing bar, 6...Top surface, 7...
・Base concrete pouring, 8... Slab concrete pouring.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリート板1の下面側をほぼ45°に傾斜せしめて
傾斜面2を構成し、コンクリート板1の両側面には横鉄
筋3,3・・・・・・を突設し、前記傾斜面2に傾斜方
向と逆方向に製鉄筋4,4・・・・・・を突出曲折し、
コンクリート板1の上面6側には製鉄筋5,5を前記製
鉄筋4,4・・・・・・と同一方向に突出曲折せしめた
コンクリート板1を建込建造したことを特徴とする側壁
の構造。
The lower surface side of the concrete plate 1 is inclined at approximately 45 degrees to form an inclined surface 2, and horizontal reinforcing bars 3, 3, . . . are provided protruding from both sides of the concrete plate 1, and Protruding and bending reinforcing bars 4, 4, etc. in the opposite direction to the inclination direction,
A side wall characterized in that a concrete plate 1 is built on the upper surface 6 side of the concrete plate 1, with reinforcing bars 5, 5 protruding and bent in the same direction as the reinforcing bars 4, 4... structure.
JP3728979U 1979-03-22 1979-03-22 Side wall structure Expired JPS5853842Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3728979U JPS5853842Y2 (en) 1979-03-22 1979-03-22 Side wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3728979U JPS5853842Y2 (en) 1979-03-22 1979-03-22 Side wall structure

Publications (2)

Publication Number Publication Date
JPS55135701U JPS55135701U (en) 1980-09-26
JPS5853842Y2 true JPS5853842Y2 (en) 1983-12-07

Family

ID=28900060

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3728979U Expired JPS5853842Y2 (en) 1979-03-22 1979-03-22 Side wall structure

Country Status (1)

Country Link
JP (1) JPS5853842Y2 (en)

Also Published As

Publication number Publication date
JPS55135701U (en) 1980-09-26

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