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JP3589860B2 - Drainage pipe construction method for seismically isolated buildings - Google Patents
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JP3589860B2 - Drainage pipe construction method for seismically isolated buildings - Google Patents

Drainage pipe construction method for seismically isolated buildings Download PDF

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Publication number
JP3589860B2
JP3589860B2 JP12312898A JP12312898A JP3589860B2 JP 3589860 B2 JP3589860 B2 JP 3589860B2 JP 12312898 A JP12312898 A JP 12312898A JP 12312898 A JP12312898 A JP 12312898A JP 3589860 B2 JP3589860 B2 JP 3589860B2
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JP
Japan
Prior art keywords
seismic isolation
construction method
drainage pipe
pipe construction
drainage
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
JP12312898A
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Japanese (ja)
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JPH11315569A (en
Inventor
剛志 長橋
栄二 山下
崇 八代
覚 金子
和彦 藤村
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Toda Corp
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Toda Corp
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Filing date
Publication date
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Priority to JP12312898A priority Critical patent/JP3589860B2/en
Publication of JPH11315569A publication Critical patent/JPH11315569A/en
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Publication of JP3589860B2 publication Critical patent/JP3589860B2/en
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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/02Energy absorbers; Noise absorbers

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Pipe Accessories (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、免震建物における中間層での免震建物用排水管施工法に関するものである。
【0002】
【従来の技術】
一般に、従来の免震建物用排水管施工法は、例えば図3,4に示すように高層マンション等の建物の中間層で免震構造5を採用する場合、地震による振幅を吸収するために全ての配管6に免震継手7を取り付けていた。免震継手7は、図4に示すように直角に接続された配管6の2箇所に設置されて、夫々XY方向の揺れを吸収するように設定されている。
【0003】
【発明が解決しようとする課題】
ところで、上述した従来の個々の配管に免震継手を接続する免震建物用排水管施工法では、給排水管、ガス管等の全ての配管に免震継手を取り付ける工事を実施しなければならず、その作業が煩雑であった。また、免震継手は、高価であり施工コストが嵩むと云う問題が存在した。
【0004】
本発明の目的は、上述した従来の欠点に鑑みなされたもので、施工が容易であると共に、排水の抵抗が少ない免震建物用排水管施工法を提供することにある。
【0005】
【課題を解決するための手段】
本発明に係る免震建物用配水管施工法は、免震装置を備えた建物において、免震装置を備えた階層間を接続する複数の配水管を一箇所の集合桝に集めると共に、前記配水管を集合桝の蓋部に取り付け、該蓋部を集合桝の本体部分にエクスパンションにより接続することを特徴とするものである。また、クスパンションは、密封性を有した軟質の合成樹脂から構成されたことを特徴とするものである。
【0006】
このように、本発明に係る免震建物用排水管施工法は、免震装置を備えた階層間を接続するの複数の排水管を一箇所の集合桝に集めると共に、この集合桝に振動を吸収するエクスパンションを設けたので、施工が容易になる上に管路抵抗を少なくする事が出来る。また、地震の際の振幅を完全に吸収する事が出来る。
【0007】
【発明の実施の形態】
以下、添付図面に従って本発明の一実施例について説明する。図1は、本発明の免震建物用排水管施工法の一例を示す縦断面図、図2は同免震建物用排水管施工法に使用される集合桝を示す全体斜視図である。ここで、床面10と床面11との間には、免震装置12が配設されている。免震装置12は、合成ゴムと鉄板が適宜な厚さに積層されて形成されており、横方向の剪断力を吸収する。
【0008】
床面10に配設された排水等の配管13a、13b、13cを一本にまとめ集合桝14に集める。この集合桝14は、蓋部15と本体部分16とからなり、図1に示すように、蓋部15に一本にまとめた配管13bが取り付けられ、蓋部15と本体部分16は、密封性を有した軟質の剛性樹脂等から構成されたエクスパンション17で接続されている。合成樹脂は、塩化ビニールシートや合成ゴムであってもよい。
【0009】
また、集合桝14の蓋部15には、点検口15aが形成されており、この点検口15aから内部を点検する事が出来る。点検口15aに配設された点検蓋の周囲には、パッキング等が設けられており、気密性を保持する事が出来る。
【0010】
集合桝14の本体部分16は、本実施例では、有底状の角筒をしており、底部中央に太径の排水管18が接続されている。また、本体部分16は、床面11に固定されている。更に、本体部分16の内底部16aは、中央に向かって低くなるように傾斜しており、排水が流れ易く構成されている。集合桝14の横幅は、最大免震量X以上に設定する。このように設定する事により、集合桝14が地震で破壊される事がない。
【0011】
このように、本発明の免震建物用排水管施工法によれば、複数の排水管を一箇所にまとめて集合桝で接続すると共に、エクスパンションで振動絶縁がなされるので、従来のように個々の排水管に免震継手を使用する必要がなく、施工作業が簡易化できる。また、エクスパンションは、気密性を有しているので、集合桝から臭気等が漏れるの防止する事が出来る。
【0012】
以上の実施例は、集合桝14の内底部16aは、中央に向かって低くなるように傾斜しており、排水が流れ易く構成された例について説明したが、集合桝の外形が四角で内部に渦状のインバートを形成した集合桝であってもよい。このように構成した場合、効率良く排水が流れ溢れる虞もない。また、これに限る事なく、集合桝の外形が円形や楕円形であっても同様の効果を得る事ができる。
【0013】
尚、本発明は以上の実施例に限ることなく本発明の技術思想に基づいて種々の設計変更が可能である。
【0014】
【発明の効果】
以上詳細に説明したように、本発明に係る免震建物用排水管施工法によれば、免震装置を備えた建物において、免震装置を備えた階層間を接続するの複数の排水管を一箇所の集合桝に集めると共に、該集合桝に振動を吸収するエクスパンションを設けたので、従来複数の免震継手を使用していた現場に一個の集合桝を使用すればよく、建設コスト低減する事が出来る。また、施工作業が容易で施工時間の短縮を図る事ができる。更に、まとめて大きな排水桝に流すので、流下物の排水抵抗が減少する。
【0015】
前記エクスパンションは、密封性を有した軟質の合成樹脂から構成されたので、臭気等が漏れる虞がない。また、前記集合桝は、蓋部と本体部分とが前記エクスパンションによって接続されたので、地震による振幅を上下左右の三次元方向に完璧に吸収する事が出来る。
【図面の簡単な説明】
【図1】本発明の免震建物用排水管施工法の一例を示す縦断面図である。
【図2】同免震建物用排水管施工法に使用される集合桝を示す全体斜視図である。
【図3】従来の免震建物用排水管施工法の一例を示す縦断面図である。
【図4】従来の免震建物用排水管施工法に使用される免震継手の一例を示す斜視図である。
【符号の説明】
5 免震構造
6 配管
7 免震継手
10,11 床面
12 免震装置
13a〜c 配管
14 集合桝
15 蓋部
15a 点検口
16 本体部分
16a 内底部
17 エクスパンション
18 排水管
[0001]
TECHNICAL FIELD OF THE INVENTION
TECHNICAL FIELD The present invention relates to a method for constructing a drainage pipe for a base-isolated building in an intermediate layer in the base-isolated building.
[0002]
[Prior art]
Generally, the conventional drainage pipe construction method for a base-isolated building uses a base-isolation structure 5 in the middle layer of a building such as a high-rise apartment as shown in FIGS. A seismic isolation joint 7 was attached to the pipe 6 of the slab. As shown in FIG. 4, the seismic isolation joints 7 are installed at two places of the pipe 6 connected at right angles, and are set so as to absorb the vibration in the XY directions.
[0003]
[Problems to be solved by the invention]
By the way, in the conventional drainage pipe construction method for seismically isolated buildings that connects seismic isolation joints to individual pipes as described above, it is necessary to carry out work to attach seismic isolation joints to all pipes such as plumbing pipes and gas pipes. , The work was complicated. In addition, there is a problem that the seismic isolation joint is expensive and construction cost increases.
[0004]
SUMMARY OF THE INVENTION An object of the present invention is to provide a drainage pipe construction method for a base-isolated building which is easy in construction and has low drainage resistance, in view of the above-mentioned conventional disadvantages.
[0005]
[Means for Solving the Problems]
Seismic isolation building for water pipe construction method according to the present invention is a building provided with a seismic isolation device, the multiple water pipe that connects between hierarchies with a seismic isolation device with collecting in one place the set basins, The water distribution pipe is attached to a lid of a collecting box, and the lid is connected to a main body of the collecting box by expansion . Further, et click Spansion is characterized in that it has been constructed from soft synthetic resin having sealing property.
[0006]
As described above, the drainage pipe construction method for a seismic isolation building according to the present invention collects a plurality of drainage pipes that connect the stories provided with the seismic isolation devices in one collecting pit, and vibrates the collecting pit. The absorption expansion is provided, which facilitates construction and reduces pipeline resistance. In addition, the amplitude during an earthquake can be completely absorbed.
[0007]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, an embodiment of the present invention will be described with reference to the accompanying drawings. FIG. 1 is a longitudinal sectional view showing an example of a drainage pipe construction method for a base-isolated building according to the present invention, and FIG. 2 is an overall perspective view showing a collecting box used in the drainage pipe construction method for the base-isolated building. Here, a seismic isolation device 12 is provided between the floor 10 and the floor 11. The seismic isolation device 12 is formed by laminating synthetic rubber and an iron plate to an appropriate thickness, and absorbs lateral shearing force.
[0008]
Pipes 13 a, 13 b, and 13 c for drainage and the like disposed on the floor 10 are collectively collected in a collecting box 14. The collecting box 14 is composed of a lid 15 and a main body 16. As shown in FIG. 1, an integrated pipe 13 b is attached to the lid 15, and the lid 15 and the main body 16 are sealed. Are connected by an expansion 17 made of a soft rigid resin or the like. The synthetic resin may be a vinyl chloride sheet or a synthetic rubber.
[0009]
In addition, an inspection port 15a is formed in the lid portion 15 of the collecting box 14, and the inside can be inspected from the inspection port 15a. Packing or the like is provided around the inspection lid provided at the inspection port 15a, and airtightness can be maintained.
[0010]
In this embodiment, the main body portion 16 of the collecting basin 14 is a bottomed square tube, and a large-diameter drain pipe 18 is connected to the center of the bottom. Further, the main body portion 16 is fixed to the floor surface 11. Furthermore, the inner bottom part 16a of the main body part 16 is inclined so as to become lower toward the center, so that drainage is easy to flow. The width of the collecting basin 14 is set to be equal to or larger than the maximum seismic isolation amount X. With this setting, the cluster 14 is not destroyed by the earthquake.
[0011]
As described above, according to the drainage pipe construction method for a seismic isolation building of the present invention, a plurality of drainage pipes are connected together at a single place and connected by a collecting pit, and vibration isolation is performed by expansion. There is no need to use seismic isolation joints for drainage pipes, which simplifies construction work. In addition, since the expansion has airtightness, it is possible to prevent odors and the like from leaking from the collecting box.
[0012]
In the above embodiment, the inner bottom portion 16a of the collecting basin 14 is inclined so as to become lower toward the center, and the drain is easy to flow. It may be a collective measure in which a spiral invert is formed. In such a configuration, there is no possibility that the drainage overflows efficiently. Further, the present invention is not limited to this, and the same effect can be obtained even if the outer shape of the collecting box is circular or elliptical.
[0013]
It should be noted that the present invention is not limited to the above embodiments, and various design changes can be made based on the technical idea of the present invention.
[0014]
【The invention's effect】
As described above in detail, according to the drainage pipe construction method for a base-isolated building according to the present invention, in a building provided with a base-isolation device, a plurality of drainage pipes connecting between the floors provided with the base-isolation device are provided. Since it collects in a single collecting pit and has an expansion that absorbs vibrations in the collecting pit, it is only necessary to use one collecting pit at the site where multiple seismic isolation joints were conventionally used, reducing construction costs Can do things. Further, the construction work is easy and the construction time can be shortened. Furthermore, since the wastewater is flown into a large drainage basin at a time, the drainage resistance of the falling material is reduced.
[0015]
Since the expansion is made of a soft synthetic resin having a sealing property, there is no possibility that odor or the like leaks. In addition, since the lid and the main body of the collecting box are connected by the expansion, the amplitude due to the earthquake can be perfectly absorbed in the three-dimensional directions of up, down, left, and right.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view showing an example of a method for constructing a drainage pipe for a seismic isolation building of the present invention.
FIG. 2 is an overall perspective view showing a collecting box used in the drainage pipe construction method for the base-isolated building.
FIG. 3 is a longitudinal sectional view showing an example of a conventional drainage pipe construction method for a base-isolated building.
FIG. 4 is a perspective view showing an example of a seismic isolation joint used in a conventional drainage pipe construction method for a seismic isolation building.
[Explanation of symbols]
5 Seismic Isolation Structure 6 Piping 7 Seismic Isolation Joint 10, 11 Floor 12 Seismic Isolation Devices 13a-c Piping 14 Collecting Measuring 15 Cover 15a Inspection Port 16 Main Body 16a Inner Bottom 17 Expansion 18 Drain Pipe

Claims (2)

免震装置を備えた建物において、免震装置を備えた階層間を接続する複数の配水管を一箇所の集合桝に集めると共に、前記配水管を集合桝の蓋部に取り付け、該蓋部を集合桝の本体部分にエクスパンションにより接続することを特徴とする免震建物用配水管施工法。In buildings with a seismic isolation device, the multiple water pipe that connects between hierarchies with a seismic isolation device with collecting in one place the set basins, attaching the water pipe to the lid of the collection basins, lid The method of constructing a drain pipe for a base-isolated building, characterized in that the part is connected to the main part of the collecting basin by expansion . クスパンションは、密封性を有した軟質の合成樹脂から構成されたことを特徴とする請求項1に記載の免震建物用配水管施工法。 Et click Spansion is water pipe construction methods for seismic isolation building according to claim 1, characterized in that it is composed of soft synthetic resin having sealing property.
JP12312898A 1998-05-06 1998-05-06 Drainage pipe construction method for seismically isolated buildings Expired - Fee Related JP3589860B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12312898A JP3589860B2 (en) 1998-05-06 1998-05-06 Drainage pipe construction method for seismically isolated buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12312898A JP3589860B2 (en) 1998-05-06 1998-05-06 Drainage pipe construction method for seismically isolated buildings

Publications (2)

Publication Number Publication Date
JPH11315569A JPH11315569A (en) 1999-11-16
JP3589860B2 true JP3589860B2 (en) 2004-11-17

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Family Applications (1)

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JP12312898A Expired - Fee Related JP3589860B2 (en) 1998-05-06 1998-05-06 Drainage pipe construction method for seismically isolated buildings

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Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3929794B2 (en) * 2002-02-27 2007-06-13 大和ハウス工業株式会社 Underfloor drain pipe structure
JP2006188884A (en) * 2005-01-06 2006-07-20 Mitsubishi Plastics Ind Ltd Seismic isolation housing fittings
JP2006188890A (en) * 2005-01-06 2006-07-20 Mitsubishi Plastics Ind Ltd Seismic isolation housing fittings
JP2006241774A (en) * 2005-03-02 2006-09-14 Aron Kasei Co Ltd Drainage piping structure for base-isolated buildings
JP4515327B2 (en) * 2005-05-13 2010-07-28 アロン化成株式会社 Drain piping for base-isolated buildings
JP7263173B2 (en) * 2019-07-26 2023-04-24 株式会社荏原製作所 Vacuum liquid transfer device

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