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JP3326719B2 - Water column construction method to take the water gradient on the steel roof with the thickness of the floor concrete. - Google Patents
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JP3326719B2 - Water column construction method to take the water gradient on the steel roof with the thickness of the floor concrete. - Google Patents

Water column construction method to take the water gradient on the steel roof with the thickness of the floor concrete.

Info

Publication number
JP3326719B2
JP3326719B2 JP2000111388A JP2000111388A JP3326719B2 JP 3326719 B2 JP3326719 B2 JP 3326719B2 JP 2000111388 A JP2000111388 A JP 2000111388A JP 2000111388 A JP2000111388 A JP 2000111388A JP 3326719 B2 JP3326719 B2 JP 3326719B2
Authority
JP
Japan
Prior art keywords
steel
water
gradient
hollow
thickness
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 - Fee Related
Application number
JP2000111388A
Other languages
Japanese (ja)
Other versions
JP2001254401A (en
Inventor
文雄 阿部
辰 鈴木
政行 根本
長男 佐藤
克己 樫尾
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.)
Core Corp
Original Assignee
Core 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 Core Corp filed Critical Core Corp
Priority to JP2000111388A priority Critical patent/JP3326719B2/en
Publication of JP2001254401A publication Critical patent/JP2001254401A/en
Application granted granted Critical
Publication of JP3326719B2 publication Critical patent/JP3326719B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

Landscapes

  • Sewage (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、立柱する中空角形
鋼と鉄筋コンクリートを一体化する所謂SRC鉄骨柱の
各中空角形鋼を、雨水の貯水槽に兼用するもので、各中
空角形鋼に雨水を導く屋上の水勾配をコンクリートの僅
かな厚みのみで取れる上、水害防止に役立て、且つ雨水
は冷暖房等にリサイクル利用せしめる、鉄骨屋上の水勾
配を床コンクリート厚みで取る貯水柱工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a so-called SRC steel column in which a hollow rectangular steel to be erected and a reinforced concrete are integrated, and is also used as a rainwater storage tank. The present invention relates to a water column construction method in which a rooftop water gradient can be obtained with only a small thickness of concrete, and is used for preventing flood damage, and rainwater is recycled for cooling and heating.

【0002】[0002]

【従来の技術】鉄骨建築に於て、角形鋼と鉄筋コンクリ
ートを一体化して構成する所謂SRC鉄骨柱は、屋上の
水勾配を取る場合、従来は、芯となる角形鋼を現場に立
柱した後、屋上の梁を受ける頂部の受け継手を、設計に
応じた水勾配の角度に溶接施工していたので、作業に手
間がかかっていた。更には、屋上から流下する雨量が多
いため、屋上面積に応じた規定量の貯水槽の設置が義務
付けされている。
2. Description of the Related Art In a steel-frame building, a so-called SRC steel column made by integrating square steel and reinforced concrete is conventionally used to take a rooftop water gradient. The work was troublesome because the joint at the top for receiving the roof beam was welded to the angle of the water gradient according to the design. Furthermore, since there is a large amount of rainfall flowing down from the rooftop, it is mandatory to install a prescribed amount of water storage tanks according to the rooftop area.

【0003】水勾配の角度を取る頂部の受け継手3は、
従来は、立柱後の現場施行のため、工作作業に手間がか
かって工期も長くなり、各角形鋼の高さは中央になる程
長くなるので、材料単価も高くなるなどの欠点があり、
又、施行完了後は、屋上の水勾配によって流下放出され
る雨水は、貯水槽の設置はあっても、余分のかなりの量
の雨水は、地上のコンクリート舗装面に流れて出て水害
をもたらす問題点もあり、又、貯水槽設置の経済的負担
もかなり大きいなど問題が多い現状にある。
The receiving joint 3 at the top, which takes the angle of the water gradient,
In the past, because of the on-site construction after the pillars, it took time and labor to complete the work, and the length of each square steel became longer toward the center, so there were drawbacks such as a higher unit price for materials.
In addition, after the enforcement is completed, rainwater discharged by the rooftop water gradient will be released, and even if a water tank is installed, an extra large amount of rainwater will flow to the concrete pavement surface above the ground and cause flood damage. There are also problems, and there are many problems, such as the fact that the economic burden of installing a water tank is quite large.

【0004】[0004]

【発明が解決しようとする課題】本発明は、従来の問題
点を解決したもので、芯となる角形鋼は、中が中空のま
まの中空角形鋼して、その各中空部分に雨水を導き入れ
て貯水槽を兼ねしめ、特別に大きな貯水槽を不要とし、
各中空角形鋼は、同一高さ寸法にし、受け継ぎ手の角度
勾配をなくして、材料の節約と作業の工作手間を簡略に
し、屋上での各中空部分に雨水を導き入れる水勾配は、
コンクリートの厚みの差で取るようにするものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the conventional problems, and a square steel serving as a core is a hollow square steel having a hollow inside, and rainwater is introduced into each hollow portion. Put it in and serve as a water tank, eliminating the need for a specially large water tank,
Each hollow square steel has the same height dimension, eliminates the angle gradient of the joint, saves material and simplifies the work of work, and the water gradient that guides rainwater to each hollow part on the roof is
The difference in concrete thickness is to be taken.

【0005】[0005]

【課題を解決するための手段】本発明は、鉄骨高層建築
に於て、立柱する中空角形鋼と鉄筋コンクリートを一体
化する所謂SRC鉄骨柱1の各中空角形鋼2を、同一高
さ寸法にし、屋上部分の梁5を固定支持する受け継ぎ手
3の角度勾配をなくし、各中空角形鋼の中空部分を貯水
槽を兼ねた貯水柱とするため、各中空部分に雨水を導く
水勾配を、それぞれに屋上スラブ床のコンクリート厚み
4の差で取る施工法を特徴とした。
SUMMARY OF THE INVENTION According to the present invention, in a steel frame high-rise building, each hollow square steel 2 of a so-called SRC steel column 1 for integrating a hollow square steel to be erected and reinforced concrete is made to have the same height, In order to eliminate the angular gradient of the joint 3 that fixedly supports the beam 5 on the roof, and to make the hollow portion of each hollow square steel a water column that also serves as a water storage tank, the water gradient that guides rainwater to each hollow portion is individually set. It features a construction method that takes the difference in concrete thickness 4 of the roof slab floor.

【0006】[0006]

【発明の実施の形態】高層鉄骨建物に於ては、芯となる
鉄骨柱の高さを変えて、屋上面の水勾配を取っていたた
めに、鉄骨柱となる角形鋼の単価が高くなり、作業工程
も長くなると共に、地面に流下する雨水が水害を起す問
題点があったが、本発明は、これを解決したもので、立
柱する中空角形鋼と鉄筋コンクリートを一体化する所謂
SRC鉄骨柱1の各中空角形鋼2を、同一高さ寸法に
し、屋上部分の梁5を固定支持する受け継ぎ手3の角度
勾配をなくし、各中空角形鋼の中空部分を貯水槽を兼ね
た貯水柱とするため、各中空部分に雨水を導く水勾配
を、それぞれに屋上スラブ床のコンクリート厚み4の差
で取る施工法を特徴としたものであり、鉄骨柱の高さは
すべて同一寸法とするので、鋼材の単価はかなり安価に
なり、屋上部分の梁5を固定支持する受け継ぎ手3の角
度勾配が不要となるので、工作作業の手間が簡単になる
ことから、作業工程が短くなる。
BEST MODE FOR CARRYING OUT THE INVENTION In a high-rise steel building, the height of the steel column as a core is changed to take a water gradient on the roof surface, so that the unit price of the square steel as the steel column increases, There was a problem that the work process was lengthened and rainwater flowing down to the ground caused flood damage. However, the present invention has solved this problem, and is a so-called SRC steel column 1 that integrates a hollow rectangular steel column and reinforced concrete. In order to make each hollow square steel 2 of the same height dimension, to eliminate the angular gradient of the joint 3 for fixedly supporting the beam 5 on the roof, and to make the hollow portion of each hollow square steel a water storage column also serving as a water storage tank It is characterized by the construction method of taking the water gradient that guides rainwater into each hollow part by the difference of the concrete thickness 4 of the roof slab floor, and the height of the steel columns is the same size. The unit price is considerably lower, and beams 5 on the roof The angle gradient of the inheritance hand 3 fixed support is not necessary, since the labor of tool operations is simplified, the working process is shortened.

【0007】設計間隔に格子状に配置されている鉄骨柱
の芯となる中空角形鋼は、貯水槽を兼ねしめるので、そ
れぞれの頂部口に雨水を導くための屋上面の水勾配は、
それぞれの中空角形鋼の周囲で、スラブ床コンクリート
の厚みを変えて僅かな勾配を作り、各中空角形鋼毎の水
勾配を取る。従って、従来の水勾配を取り方に比べて、
極めて容易で経費が節減出来る。
[0007] The hollow rectangular steels serving as the cores of the steel columns arranged in a lattice pattern at the design intervals also serve as water storage tanks. Therefore, the water gradient on the rooftop surface for guiding rainwater to the respective top openings is as follows:
A slight gradient is created around each hollow square steel by changing the thickness of the slab floor concrete, and a water gradient is taken for each hollow square steel. Therefore, compared to the conventional method of taking a water gradient,
Extremely easy and cost saving.

【0008】中空角形鋼に貯留出来る雨水量は、屋上面
積に対してかなりの量になる。例えば、中空角形鋼の中
空面積が350mm四方角,高さ14mとし、屋上面積
に対応して縦方向に34本幅方向に10本の鉄骨柱とし
た場合、1.715mの340本で、貯留出来る雨水
量は583mとなり、貯水槽の一部を担い、溢れる分
を流下させても水害までには至らず水害対策になる。
[0008] The amount of rainwater that can be stored in the hollow square steel is considerable with respect to the rooftop area. For example, when the hollow area of the hollow square steel is 350 mm square, 14 m in height, and 34 steel columns in the vertical direction corresponding to the rooftop area and 10 steel columns in the width direction, there are 340 1.715 m 3 , The amount of rainwater that can be stored is 583m 3 , which plays a part in the water storage tank.

【0009】なお、各中空角形鋼には、弁付き溢水管を
設け、センサーで弁を開けて溢水を逃がす構造とし、鉄
骨柱の各中空角形鋼内に貯留した雨水は、必要に応じて
夏は冷房、冬は暖房に利用し、省エネルギーのリサイク
ル利用に役立てる。又、SRC鉄骨柱1の芯となる中空
角形鋼2の断面は、必ずしも角形には限らず、丸形でも
よく、その場合は、中空丸形鋼として同様の作用効果を
奏する。
Each hollow square steel is provided with an overflow pipe with a valve, and a valve is opened by a sensor to release the overflow. The rainwater stored in each hollow square steel of the steel column is removed by summer if necessary. Is used for cooling and heating in winter, which is useful for energy-saving recycling. Also, the cross section of the hollow square steel 2 serving as the core of the SRC steel column 1 is not necessarily limited to a square shape, and may be a round shape.

【0010】[0010]

【発明の効果】本発明は、高層建築の鉄骨柱の各中空角
形鋼内に雨水を貯留して、貯水槽兼用としたもので、各
中空角形鋼は同一高さ寸法とするから、鋼材が節約出
来、受け継ぎ手の水勾配角度は不要で工作容易で工期を
短縮出来、屋上の水勾配は、各中空角形鋼に導くための
スラブ床のコンクリートの僅かな厚みの変化のみで良い
から、施工作業が極めて容易で、経費の節減となり、更
に、貯留雨水は、水害防止になり、リサイクル利用出来
て省エネルギーに役立つなどの効果もある。
According to the present invention, rainwater is stored in each hollow square steel of a steel column of a high-rise building to serve also as a water storage tank. Since each hollow square steel has the same height dimension, steel material is used. It is possible to save money, it is not necessary to use a water gradient angle of the joint, and it is easy to work and the construction period can be shortened. The work is extremely easy, cost is saved, and the stored rainwater has the effect of preventing flood damage, being recyclable and useful for energy saving.

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

【図1】本発明の側断面図である。FIG. 1 is a side sectional view of the present invention.

【図2】本発明の平面図である。FIG. 2 is a plan view of the present invention.

【図3】従来の施行法の側面図である。FIG. 3 is a side view of a conventional enforcement method.

【符号の説明】[Explanation of symbols]

1 SRC鉄骨柱 2 中空角形鋼 3 受け継ぎ手 4 コンクリート床 5 梁 DESCRIPTION OF SYMBOLS 1 SRC steel column 2 Hollow square steel 3 Joint 4 Concrete floor 5 Beam

───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐藤 長男 仙台市青葉区角五郎町1丁目3番23号 (72)発明者 樫尾 克己 秋田県仙北郡仙北町高梨字新屋敷170− 2 審査官 大森 伸一 (58)調査した分野(Int.Cl.7,DB名) E03B 3/03 E04B 7/00 E04D 11/00 ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Nagao Sato 1-32-3 Kadogoro-cho, Aoba-ku, Sendai-shi (72) Inventor Katsumi Kashio 170-2 Takanashi-style new mansion, Senboku-cho, Senboku-gun, Akita Examiner Shinichi Omori (58) Field surveyed (Int. Cl. 7 , DB name) E03B 3/03 E04B 7/00 E04D 11/00

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 本発明は、鉄骨高層建築に於て、立柱す
る中空角形鋼と鉄筋コンクリートを一体化する所謂SR
C鉄骨柱1の各中空角形鋼2を、同一高さ寸法にし、屋
上部分の梁5を固定支持する受け継ぎ手3の角度勾配を
なくし、各中空角型鋼の中空部分を貯水槽を兼ねた貯水
柱とするため、各中空部分に雨水を導く水勾配を、それ
ぞれに屋上スラブ床のコンクリート厚み4で取る施工法
を特徴とした鉄骨屋上の水勾配を床コンクリート厚みで
取る貯水柱工法。
The present invention relates to a so-called SR for integrating a hollow square steel to be erected and reinforced concrete in a steel high-rise building.
Each hollow square steel 2 of the C steel column 1 has the same height dimension, the angle gradient of the joint 3 for fixedly supporting the beam 5 on the roof is eliminated, and the hollow portion of each hollow square steel also serves as a water storage tank. A water column construction method in which a water gradient that guides rainwater to each hollow part with a concrete thickness of 4 on the roof slab floor is used for each column, and a water gradient on a steel frame roof is set with a concrete floor thickness.
JP2000111388A 2000-03-08 2000-03-08 Water column construction method to take the water gradient on the steel roof with the thickness of the floor concrete. Expired - Fee Related JP3326719B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000111388A JP3326719B2 (en) 2000-03-08 2000-03-08 Water column construction method to take the water gradient on the steel roof with the thickness of the floor concrete.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000111388A JP3326719B2 (en) 2000-03-08 2000-03-08 Water column construction method to take the water gradient on the steel roof with the thickness of the floor concrete.

Publications (2)

Publication Number Publication Date
JP2001254401A JP2001254401A (en) 2001-09-21
JP3326719B2 true JP3326719B2 (en) 2002-09-24

Family

ID=18623727

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000111388A Expired - Fee Related JP3326719B2 (en) 2000-03-08 2000-03-08 Water column construction method to take the water gradient on the steel roof with the thickness of the floor concrete.

Country Status (1)

Country Link
JP (1) JP3326719B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6751801B2 (en) * 2019-06-25 2020-09-09 綿半ソリューションズ株式会社 Column pillar with rainwater storage function
CN115306090B (en) * 2022-07-21 2023-08-01 中国十七冶集团有限公司 Sponge city basement roof slope water storage and drainage construction method

Also Published As

Publication number Publication date
JP2001254401A (en) 2001-09-21

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