JPH0141810Y2 - - Google Patents

Info

Publication number
JPH0141810Y2
JPH0141810Y2 JP11326284U JP11326284U JPH0141810Y2 JP H0141810 Y2 JPH0141810 Y2 JP H0141810Y2 JP 11326284 U JP11326284 U JP 11326284U JP 11326284 U JP11326284 U JP 11326284U JP H0141810 Y2 JPH0141810 Y2 JP H0141810Y2
Authority
JP
Japan
Prior art keywords
vibration isolating
pipe
drain pipe
collecting pipe
isolating member
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
JP11326284U
Other languages
Japanese (ja)
Other versions
JPS6126765U (en
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 filed Critical
Priority to JP11326284U priority Critical patent/JPS6126765U/en
Publication of JPS6126765U publication Critical patent/JPS6126765U/en
Application granted granted Critical
Publication of JPH0141810Y2 publication Critical patent/JPH0141810Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、集合住宅やホテル等の建築物におけ
る汚水や雑排水等の排水を行なう排水管の支持構
造に関する。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a support structure for a drain pipe for discharging sewage, gray water, etc. in buildings such as housing complexes and hotels.

(従来の技術) 従来、排水管としての排水集合管をコンクリー
ト床に固定支持する場合には、第6図に示される
如く、建築物の各階のコンクリート床1に排水集
合管2に管径より大きな挿通孔3を形成し、該挿
通孔3に排水集合管2を挿入し、該集合管2の枝
管4を床1上に当接させ、挿通孔3内周面と集合
管2外周面との間隙に埋戻し硬化材としての埋戻
しモルタル5やコンクリート等を充填し、固化さ
せて集合管2を床1に固定支持していた。
(Prior Art) Conventionally, when a drainage collecting pipe as a drainage pipe is fixedly supported on a concrete floor, as shown in FIG. A large insertion hole 3 is formed, a drainage collecting pipe 2 is inserted into the insertion hole 3, a branch pipe 4 of the collecting pipe 2 is brought into contact with the floor 1, and the inner peripheral surface of the insertion hole 3 and the outer peripheral surface of the collecting pipe 2 are brought into contact with each other. Backfilling mortar 5 or concrete as a backfilling hardening material was filled into the gap between the backfilling and hardening material, and the collecting pipe 2 was fixedly supported on the floor 1 by being hardened.

(発明が解決しようとする問題点) 上記排水集合管2の支持構造によれば、排水集
合管2内を流れる排水音が埋戻しモルタル5を経
由してコンクリート床1に固体伝播し、居室内の
騒音となつていた。
(Problems to be Solved by the Invention) According to the support structure of the drainage collecting pipe 2, the sound of drainage flowing inside the drainage collecting pipe 2 is solidly propagated to the concrete floor 1 via the backfilling mortar 5, and There was a lot of noise.

(問題点を解決するための手段) そこで、本考案は排水音の居室内への伝播防止
を図つたものであり、その技術的手段は、建築物
のコンクリート床に設けられた挿通孔に排水管が
挿通されると共に、挿通孔と排水管との間隙に埋
戻し硬化部材を充填することによつて固定支持す
る排水管の支持構造において、前記コンクリート
床と埋戻し硬化材との間に防振部材が介在され、
該防振部材の上部に設けられた外方張出状の支持
フランジ部上に、前記排水管側の枝管等の張出部
が載置支持された点にある。
(Means for solving the problem) Therefore, the present invention aims to prevent drainage sound from propagating into the living room, and the technical means is to install drainage through holes provided in the concrete floor of the building. In a drain pipe support structure in which a pipe is inserted and fixedly supported by filling a gap between the insertion hole and the drain pipe with a backfill hardening material, there is a barrier between the concrete floor and the backfill hardening material. A vibration member is interposed,
A projecting portion such as a branch pipe on the drain pipe side is placed and supported on an outwardly projecting support flange provided on the upper part of the vibration isolating member.

(作用) 本考案によれば、排水管内を流下する際の排水
音が埋戻し硬化材に固定伝播されるが、防振部材
によつて緩衝された後、コンクリート床に伝播す
るため、コンクリート床を伝つて居室内に伝播さ
れる騒音が著しく減少するのである。
(Function) According to the present invention, the sound of drainage water flowing down the drain pipe is fixedly propagated to the hardened backfilling material, but after being buffered by the vibration isolating member, it propagates to the concrete floor. This means that the noise that is transmitted into the living room through the noise is significantly reduced.

(実施例) 以下、本考案の第1実施例を図面に基づいて説
明すると、第1図において、11は排水管として
の排水集合管で、上部集合管12と下部集合管1
3とからなり、上部集合管12は主管14の側面
に枝管15が突設され、主管14の上部及び枝管
15の端部に夫々、排水立管16や横枝管17が
接続される接続部18,19が夫々設けられてい
る。また下部集合管13も主管20の両側に夫々
枝管21,22が突設され、各枝管21,22の
端部に夫々、横枝管23,24が接続される接続
部25,26が夫々設けられている。前記主管2
0の上端には受口部27が設けられ、上部集合管
12の主管14下端部に押輪28、パツキング2
9が外嵌されると共に、その下端が受口部27に
挿入され、受口部27上端のフランジ部30と押
輪28とがボルト31、ナツト32により締結さ
れている。そして、建築物のコンクリート床33
に形成された挿通孔34内周面に密着状に略円筒
状の防振ゴム等よりなる防振部材35が嵌入装着
されており、該防振部材35の上端部には張出状
とされた支持フランジ部36が備えられ、該支持
フランジ部36下面は挿通孔34周縁部のコンク
リート床33上面に当接状とされている。また前
記排水集合管11の下部集合管13が防振部材3
5を挿通して設けられると共に、下部集合管13
の各枝管21,22の各接続部25,26が支持
フランジ部36上面に載置状として支持されてい
る。そして下部集合管13の外周面と防振部材3
5との間隙に埋戻し硬化部材としての埋戻しモル
タル37やコンクリート等が充填固化されてお
り、ここに排水集合管11がコンクリート床33
に固定支持される。また下部集合管13の下端部
は排水立管38の接続部39に接続される。
(Embodiment) Hereinafter, the first embodiment of the present invention will be described based on the drawings. In FIG.
3, the upper collecting pipe 12 has a branch pipe 15 protruding from the side of the main pipe 14, and a drainage standpipe 16 and a side branch pipe 17 are connected to the upper part of the main pipe 14 and the end of the branch pipe 15, respectively. Connection portions 18 and 19 are provided, respectively. In addition, the lower collecting pipe 13 has branch pipes 21 and 22 protruding from both sides of the main pipe 20, respectively, and connecting portions 25 and 26 to which side branch pipes 23 and 24 are connected to the ends of the branch pipes 21 and 22, respectively. Each is provided. Said main pipe 2
A socket part 27 is provided at the upper end of the upper collecting pipe 12, and a pushing ring 28 and a packing 2 are provided at the lower end of the main pipe 14 of the upper collecting pipe 12.
9 is fitted onto the outside, and its lower end is inserted into the socket part 27, and the flange part 30 at the upper end of the socket part 27 and the press ring 28 are fastened with bolts 31 and nuts 32. And the concrete floor of the building 33
A vibration isolating member 35 made of approximately cylindrical vibration isolating rubber or the like is fitted tightly into the inner peripheral surface of the insertion hole 34 formed in the hole 34, and the upper end of the vibration isolating member 35 has a projecting shape. A support flange portion 36 is provided, and the lower surface of the support flange portion 36 is in contact with the upper surface of the concrete floor 33 at the peripheral edge of the insertion hole 34. Further, the lower collecting pipe 13 of the drainage collecting pipe 11 is connected to the vibration isolating member 3.
5 is inserted through the lower collecting pipe 13.
The connecting portions 25 and 26 of the branch pipes 21 and 22 are supported in a mounted manner on the upper surface of the support flange portion 36. The outer peripheral surface of the lower collecting pipe 13 and the vibration isolating member 3
5 is filled with backfill mortar 37, concrete, etc. as a backfill hardening member, and the drainage collecting pipe 11 is connected to the concrete floor 33.
Fixedly supported. Further, the lower end portion of the lower collecting pipe 13 is connected to a connecting portion 39 of a drainage standpipe 38.

次にその施工例を示すと、第2図に示される如
く、防振部材35が装着された箱体40を埋込み
状としてコンクリートが打設され、コンクリート
床33を構成する。そして、コンクリート固化
後、箱体40を抜けば、第3図に示される如く、
所謂、コンクリート床33の挿通孔34に防振部
材35が装着された状態が得られ、第4図に示さ
れる如く、下部集合管13を上方より防振部材3
5内に挿通し、下部集合管13と防振部材35と
の間隙に埋戻しモルタル37を打設すればよい。
Next, to show an example of the construction, as shown in FIG. 2, concrete is poured with the box 40 fitted with the vibration isolating member 35 embedded therein to form a concrete floor 33. After the concrete hardens, the box 40 is removed, as shown in Figure 3.
A state is obtained in which the vibration isolating member 35 is installed in the insertion hole 34 of the concrete floor 33, and as shown in FIG. 4, the vibration isolating member 3 is inserted into the lower collecting pipe 13 from above.
5, and backfill mortar 37 is placed in the gap between the lower collecting pipe 13 and the vibration isolating member 35.

尚、単に箱体40を埋込み状としてコンクリー
トを打設し、固化後、箱体40を抜いた後に、防
振部材35を装着してもよい。
Incidentally, the vibration isolating member 35 may be attached after the box 40 is simply embedded, concrete is poured, and the box 40 is removed after hardening.

本考案の第1実施例は以上のように構成されて
おり、排水集合管11内を流下する際の排水音が
従来同様、埋戻しモルタル37に固体伝播される
が、埋戻しモルタル37とコンクリート床33と
の間には防振部材35が介在されているので、埋
戻しモルタル37を通じて伝播された振動が、防
振部材35によつて緩衝され、その後、コンクリ
ート床33に伝播されるため、排水音による振動
のコンクリート床33に対する伝播が大きく減少
され、従つて、コンクリート床33を伝つて居室
内に伝播される騒音を著しく減少できる。例え
ば、防振ゴムによつては500Hz〜8KHzの音圧レベ
ルの伝播が減少し、居室内での不快音が著しく減
少する。尚、防振部材35としては、天然ゴムや
合成ゴム等の防振ゴムの他、振動の伝播を緩衝す
る可撓性樹脂等であつてもよい。また、防振部材
35の支持フランジ部36上に下部集合管13の
各枝管21,22を載置して、排水集合管11等
の重量を支持する構成であり、その支持部分から
の騒音の伝播も防止でき、また施工も容易に行な
うことができる。
The first embodiment of the present invention is constructed as described above, and the sound of drainage water flowing down inside the drainage collecting pipe 11 is propagated to the backfilling mortar 37 as in the conventional case, but the backfilling mortar 37 and concrete Since the vibration isolating member 35 is interposed between the concrete floor 33 and the floor 33, vibrations propagated through the backfilling mortar 37 are buffered by the vibration isolating member 35 and then propagated to the concrete floor 33. The propagation of vibrations caused by drainage sound to the concrete floor 33 is greatly reduced, and therefore, the noise propagated into the living room through the concrete floor 33 can be significantly reduced. For example, some anti-vibration rubbers reduce the propagation of sound pressure levels from 500 Hz to 8 KHz, significantly reducing unpleasant noise in living rooms. The vibration isolating member 35 may be made of vibration isolating rubber such as natural rubber or synthetic rubber, or a flexible resin that buffers the propagation of vibrations. In addition, each branch pipe 21, 22 of the lower collecting pipe 13 is placed on the support flange part 36 of the vibration isolating member 35 to support the weight of the drainage collecting pipe 11, etc., and the noise from the supporting part is It is also possible to prevent the spread of water, and it is also easy to install.

第5図は第2実施例を示しており、排水集合管
11の支持ブラケツト41を防振部材35の支持
フランジ部36上で支持すると共に、周方向所定
間隔を有してホールインアンカ42により締結固
定されたものである。
FIG. 5 shows a second embodiment, in which a support bracket 41 of a drainage collecting pipe 11 is supported on a support flange portion 36 of a vibration isolating member 35, and hole-in anchors 42 are provided at predetermined intervals in the circumferential direction. It is fastened and fixed.

尚、上記各実施例において、下部集合管13が
枝管21,22を備えたものを示しているが、枝
管21,22を有しない構造であつてもよく、ま
た排水集合管11でなく、単なる排水管であつて
もよい。そして、この場合には適宜支持ブラケツ
ト41を利用すればよい。
In each of the above embodiments, the lower collecting pipe 13 is shown as having the branch pipes 21 and 22, but it may have a structure without the branch pipes 21 and 22. , it may just be a drain pipe. In this case, the support bracket 41 may be used as appropriate.

(考案の効果) 本考案によれば、排水管内を流下する際の排水
音が埋戻し硬化材に固体伝播されるが、埋戻し硬
化材とコンクリート床との間には防振部材が介在
されているので、防振部材によつて伝播された振
動が緩衝された後、コンクリート床に伝播される
ため、排水音による振動のコンクリート床に対す
る伝播が大きく減少され、従つて、コンクリート
床を伝つて居室内に伝播される騒音を著しく減少
でき、居室内の騒音防止が図れる。また排水管を
防振部材の支持フランジ部上に載置支持する構成
としているため、排水管支持部分からの騒音の伝
播も防止できるという利点を奏する。
(Effect of the invention) According to the invention, the sound of drainage water flowing down the drain pipe is solidly transmitted to the hardened backfill material, but a vibration isolating member is interposed between the hardened backfill material and the concrete floor. Since the vibration propagated by the vibration isolating member is buffered and then propagated to the concrete floor, the propagation of vibration caused by drainage sound to the concrete floor is greatly reduced. The noise propagated into the living room can be significantly reduced, and the noise inside the living room can be prevented. Further, since the drain pipe is placed and supported on the support flange portion of the vibration isolating member, there is an advantage that propagation of noise from the drain pipe support portion can also be prevented.

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

第1図は本考案の第1実施例を示す側断面図、
第2図乃至第4図は同施工説明図、第5図は第2
実施例を示す側断面図、第6図は従来例を示す側
面図である。 11……排水集合管、12……上部集合管、1
3……下部集合管、21,22……枝管、33…
…コンクリート床、34……挿通孔、35……防
振部材、36……支持フランジ部、37……埋戻
し硬化材。
FIG. 1 is a side sectional view showing the first embodiment of the present invention;
Figures 2 to 4 are construction explanatory drawings, and Figure 5 is the same construction illustration.
A sectional side view showing the embodiment, and FIG. 6 is a side view showing a conventional example. 11...Drainage collecting pipe, 12...Upper collecting pipe, 1
3... Lower collecting pipe, 21, 22... Branch pipe, 33...
... Concrete floor, 34 ... Insertion hole, 35 ... Vibration isolating member, 36 ... Support flange portion, 37 ... Backfill hardening material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 建築物のコンクリート床に設けられた挿通孔に
排水管が挿通されると共に、挿通孔と排水管との
間隙に埋戻し硬化部材を充填することによつて固
定支持する排水管の支持構造において、前記コン
クリート床と埋戻し硬化材との間に防振部材が介
在され、該防振部材の上部に設けられた外方張出
状の支持フランジ部上に、前記排水管側の枝管等
の張出部が載置支持されたことを特徴とする排水
管の支持構造。
In a support structure for a drain pipe, the drain pipe is inserted into an insertion hole provided in a concrete floor of a building, and the gap between the insertion hole and the drain pipe is fixedly supported by filling the gap between the insertion hole and the drain pipe with a hardening material. A vibration isolating member is interposed between the concrete floor and the hardened backfill material, and a branch pipe on the drain pipe side is placed on an outwardly projecting support flange provided on the upper part of the vibration isolating member. A support structure for a drain pipe, characterized in that an overhanging portion is placed and supported.
JP11326284U 1984-07-24 1984-07-24 Drain pipe support structure Granted JPS6126765U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11326284U JPS6126765U (en) 1984-07-24 1984-07-24 Drain pipe support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11326284U JPS6126765U (en) 1984-07-24 1984-07-24 Drain pipe support structure

Publications (2)

Publication Number Publication Date
JPS6126765U JPS6126765U (en) 1986-02-18
JPH0141810Y2 true JPH0141810Y2 (en) 1989-12-08

Family

ID=30672298

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11326284U Granted JPS6126765U (en) 1984-07-24 1984-07-24 Drain pipe support structure

Country Status (1)

Country Link
JP (1) JPS6126765U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011094642A (en) * 2009-10-27 2011-05-12 Sekisui Chem Co Ltd Piping structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011094642A (en) * 2009-10-27 2011-05-12 Sekisui Chem Co Ltd Piping structure

Also Published As

Publication number Publication date
JPS6126765U (en) 1986-02-18

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