JP2001254414A - Remodeling method for drain pipe penetrating concrete building frame - Google Patents

Remodeling method for drain pipe penetrating concrete building frame

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Publication number
JP2001254414A
JP2001254414A JP2000112768A JP2000112768A JP2001254414A JP 2001254414 A JP2001254414 A JP 2001254414A JP 2000112768 A JP2000112768 A JP 2000112768A JP 2000112768 A JP2000112768 A JP 2000112768A JP 2001254414 A JP2001254414 A JP 2001254414A
Authority
JP
Japan
Prior art keywords
pipe
drain pipe
house
concrete
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.)
Pending
Application number
JP2000112768A
Other languages
Japanese (ja)
Inventor
Kiyoshi Kawashima
清 川島
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000112768A priority Critical patent/JP2001254414A/en
Publication of JP2001254414A publication Critical patent/JP2001254414A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a remodeling method for inexpensively remodeling a drain pipe of an old iron pipe embedded in a concrete building frame in a multiple dwelling house into a new drain pipe in low noise in a short period while a resident lives in the house. SOLUTION: After cutting the old iron pipe penetrating through the concrete building frame on both side ends of the concrete building frame, a stainless steel pipe longer than the old iron pipe is inserted inside the old iron pipe penetrating through the concrete building frame, and the new drain pipe is connected to the stainless steel pipe.

Description

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

【発明の属する技術分野】この発明は、コンクリート駆
体貫通排水管の改修方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing a drainage pipe penetrating a concrete body.

【従来の技術】従来の30年位前に建てられた、団地等
の集合住宅等における排水管の一例は、図5に示すよう
に配管されている。図5は隣接する二戸の家Aと家Bと
の排水管の配管状態を示す平面図である。この二戸の家
A、Bの水周りの配置は、コンクリートの壁1を挟んで
ほぼ対称の間取りになっている。すなわち、A1は家A
の浴室であり、B1は家Bの浴室であり、A2は家Aの
洗面器A3を備えた洗面所であり、B2は家Bの洗面器
B3を備えた洗面所である。又A4は家Aの流しA5を
備えた台所であり、B4は家Bの流しB5を備えた台所
である。2は家Aに設けた継手であり、この継手2には
排水管3と排水管4と排水管5とが接続されている。そ
して排水管3には、家Aの浴室A1からの排水管6と台
所A4からの排水管7とが接続されている。また、排水
管4には継手8が接続され、この継手8には家Aの洗面
所A2から予めの排水管9と、家Aと家Bとを仕切るコ
ンクリートの壁1に埋設された鋼管からなる排水管10
が接続されている。この排水管10は、家Aと家Bとの
間の壁1となるコンクリートを打ち込む前に予め配管し
ておき、その後壁1となるコンクリートを流し込んで埋
設されているか、あるいは、コンクリートを打ち込む時
に予め配管用の捨て穴(コンクリートスリーブ)を形成
しておき、その捨て穴に排水管10を配管し、その後捨
て穴と排水管10の外周との隙間にコンクリートを打ち
込んで埋設されている。さらにこの排水管10の家B側
には排水管11が接続され、この排水管11には、家B
の洗面所B2からの排水管12と、家Bの浴室B1から
の排水管13と台所B4からの排水管14とが接続され
ている。また前記の継手2に接続した排水管5は、家A
の化粧タイル15Aが張られた床15から各階の床を縦
方向に貫通させて配管した縦排水管16に接続されてい
る。そしてこの縦排水管16は、各階を仕切る床15の
コンクリートを流し込む前に予め配管しておき、その後
に各階の床となるコンクリートを流し込んで埋設されて
いるか、あるいは、コンクリートを打ち込む時に予め配
管用の捨て穴(コンクリートスリーブ)を形成してお
き、その捨て穴に排水管16を配管し、その後捨て穴と
排水管16の外周との隙間にコンクリートを打ち込んで
埋設されている。このように配管された排水管は、鋼管
の配水管の内部に錆が発生して腐するとともに、台所
の配水管から排出される油や洗剤等がこの錆と結合し固
形化してスケールとなって配水管が詰まり、筑後20年
から30年が経過すると、配水管の閉塞率が30%から
60%にも達してしまい、極端な場合には水周りから排
水が溢れ出てしまうことがある。このため排水管の閉塞
率を低くし、排水の効率を高めるために、トーラーや高
圧洗浄によりスケールを除去しようとするが、これらの
手段によるスケールの除去にも限界があり、最終的には
排水管を新しいものに交換する必要がある。
2. Description of the Related Art An example of a conventional drainage pipe in an apartment house or the like, which was built about 30 years ago, is installed as shown in FIG. FIG. 5 is a plan view showing the piping state of the drain pipes of two adjacent houses A and B. The arrangement of the two houses A and B around the water is a substantially symmetric layout with the concrete wall 1 interposed therebetween. That is, A1 is house A
, B1 is a bathroom of the house B, A2 is a lavatory of the house A with the basin A3, and B2 is a lavatory of the house B with the basin B3. A4 is a kitchen provided with a sink A5 of the house A, and B4 is a kitchen provided with a sink B5 of the house B. Reference numeral 2 denotes a joint provided in the house A, and a drain pipe 3, a drain pipe 4, and a drain pipe 5 are connected to the joint 2. The drain pipe 3 is connected to a drain pipe 6 from the bathroom A1 of the house A and a drain pipe 7 from the kitchen A4. Further, a joint 8 is connected to the drain pipe 4. The joint 8 is formed of a drain pipe 9 previously provided from the lavatory A 2 of the house A and a steel pipe embedded in the concrete wall 1 separating the house A and the house B. Drain pipe 10
Is connected. The drainage pipe 10 is laid beforehand to pour the concrete to be the wall 1 between the house A and the house B, and is then buried by pouring the concrete to be the wall 1 or when the concrete is to be poured. A drain hole (concrete sleeve) for piping is formed in advance, a drain pipe 10 is piped into the drain hole, and then concrete is driven into the gap between the dump hole and the outer periphery of the drain pipe 10 to be buried. Further, a drain 11 is connected to the house B side of the drain 10, and the drain B is connected to the house B.
The drain pipe 12 from the bathroom B2, the drain pipe 13 from the bathroom B1 of the house B, and the drain pipe 14 from the kitchen B4 are connected. The drain pipe 5 connected to the joint 2 is house A
From the floor 15 on which the decorative tile 15A is stretched, is connected to a vertical drain pipe 16 which is piped by vertically penetrating the floor of each floor. This vertical drain pipe 16 is previously laid before pouring concrete on the floor 15 partitioning each floor, and is then buried by pouring concrete that will be the floor of each floor, or when the concrete is poured in, The drainage pipe 16 is piped into the disposal hole, and then concrete is driven into the gap between the disposal hole and the outer periphery of the drainage pipe 16 to be buried. Thus pipe by drainage tube, as well as corrosion corrosion by rust is generated in the interior of the water pipe of a steel pipe, oil or detergent or the like to be discharged from the water pipe of the kitchen and the scale solidified bound to this rust When the distribution pipes are clogged, and 20 to 30 years have passed since Chiku, the blockage rate of the distribution pipes has reached 30% to 60%, and in extreme cases, drainage may overflow from around the water. is there. For this reason, in order to reduce the clogging rate of the drainage pipe and increase the efficiency of drainage, scale removal is to be carried out using a towel or high-pressure washing.However, there is a limit to the removal of scale by these means. The tube needs to be replaced with a new one.

【発明が解決しようとする課題】この古い排水管を新し
い排水管に交換するには次のような問題が発生する。す
なわち、図5に示す排水管10と縦排水管16とは、家
と家とを仕切る壁1や各階を仕切る化粧タイル15Aが
張られた床15のコンクリートの中に強固に埋設固定さ
れた状態にある。このため、これらの排水管を除去する
には、それらの排水管の周囲にあるコンクリートを削岩
機等により壊して取り出す必要がある。しかしながら、
この排水管の取り出し工事は、乾式工事の場合大きな騒
音や振動が発生し、居住者の生活環境を著しく阻害する
とともに、取り出す排水管周囲の化粧タイル15A等の
多大な破損や床面の防水層の破損を伴う危険性もある。
また、湿式取り出し工事(コア抜き機械)による場合
も、機械の設置スペースの制限もあり、また機械操作で
使用する水の階下への漏水を防止する手段を用意しなけ
ればならない。仮にそれらの騒音や振動や漏水等を我慢
したとしても、長時間の工事のため仮排水を別途に設け
ないと、工事期間中の居住者の生活が出来ないこともあ
り、また居住者の家庭に病人等がいる場合、一時避難を
余儀なくされされる場合もある。また、排水管の取り出
しのために損傷されたコンクリートの埋め戻しや、破損
した化粧タイル15Aの復旧補償には、多大な費用と労
力を要し、経済的負担が増大する問題がある。 また、
工事期間中他の住居を借りる場合には、工事費の他に家
賃が必要になり、経済的負担が増大する問題がある。
Replacing this old drain pipe with a new drain pipe involves the following problems. That is, the drain pipe 10 and the vertical drain pipe 16 shown in FIG. 5 are firmly embedded and fixed in the concrete of the wall 1 separating the house and the floor 15 on which the decorative tile 15A separating the floors is stretched. It is in. Therefore, in order to remove these drainage pipes, it is necessary to break and remove the concrete around the drainage pipes with a rock drill or the like. However,
When the drainage pipe is taken out, a large amount of noise or vibration is generated in the case of dry construction, which significantly impairs the living environment of the resident. There is also the danger that it may be damaged.
Also, in the case of the wet removal work (coring machine), the installation space of the machine is limited, and means for preventing the water used for the machine operation from leaking downstairs must be provided. Even if the noise, vibration, water leakage, etc. are tolerated, the residents may not be able to live during the construction period unless temporary drainage is provided separately because of the long-term construction. If there is a sick person or the like, they may be forced to evacuate temporarily. Further, backfilling of concrete damaged due to removal of the drainage pipe and compensation for restoration of the damaged decorative tile 15A require a great deal of cost and labor, and increase the economic burden. Also,
When renting another house during the construction period, rent is required in addition to the construction cost, and there is a problem that the economic burden increases.

【課題を解決するための手段】この発明はこれらの問題
を解決するために、コンクリート駆体を貫通する旧鉄管
をコンクリート駆体の両側端で切断しスリーブとした
後、そのスリーブの内側にスリーブよりも長いステンレ
ス管を挿入し、そのステンレス管に新しい排水管を接続
する改修方法とした。
SUMMARY OF THE INVENTION In order to solve these problems, the present invention solves these problems by cutting an old iron pipe penetrating a concrete vehicle at both ends of the concrete vehicle into a sleeve, and then forming a sleeve inside the sleeve. A longer stainless steel pipe was inserted, and a new drain pipe was connected to the stainless steel pipe.

【発明の実施形態】以下この発明の実施形態を図1〜図
5に基づいて説明する。この発明における家Aと家Bと
の全体の配管状態は、前述した図5に示す従来の配管状
態と同一なので、それらの部分には図5で説明した従来
と同じ部品番号にアルファベットを付してその説明を省
略し、従来とは異なる部分のみを説明する。まず図5に
示す従来の排水管の状態から、コンクリートを貫通する
旧鉄管の排水管10を、コンクリート駆体としての壁1
の両側端C−C,D−Dで切断しスリーブ状にするとと
もに、縦排水管16も図4に示すコンクリート駆体とし
ての床15の上下の両側端E−E,F−Fで切断しスリ
ーブ状にする。そして切断した上記の継手や排水管はす
べて廃棄し、これにより壁1には図1に示す旧のスリー
ブ状の排水管10と、床15には図4に示す旧のスリー
ブ状の縦排水管16だけが残る。なお、切断して廃棄す
る継手や排水管の構造と寸法等は予めわかっているの
で、排水管10と縦排水管16とを切断する前に、廃棄
する予定の継手や排水管の構造と寸法が同じ構造と寸法
を持つ新しい排水管を予め準備し、それらの新しい継手
や排水管には、従来の部品番号と同じ番号にAまたはB
のアルファベット付して図示してある。次に、壁1に残
った旧の排水管10と、床15に残った旧の縦排水管1
6との中をボーリングしその中に付着したスケールを除
去する。次に、ボーリングが完了した壁1に残った旧の
排水管10の中に、それらの排水管10と縦排水管16
の内径よりも外径が若干小さい薄肉のステンレス管17
を、図2に示すように挿入し、その切断したそれらの端
面にコーキング剤21を塗布する。次いで、家Aと家B
との排水管の配管は、予め準備した廃棄する予定だった
継手や排水管の構造と寸法とが同じ構造と寸法を持つ新
しい排水管を、図2に示す継手18、19とにより、ス
テンレス管17に図3に示すように接続する。また、各
階を仕切るコンクリートの床15の縦排水管16への配
管は、図4に示すように、各階を仕切るコンクリートの
床15に残された縦排水管16に、それらの縦排水管1
6、16を貫通し、縦排水管16の内径よりも外径が若
干小さい薄肉のステンレス管17を図4に示すように挿
入し、切断した縦排水管16の端面にコーキング剤21
を塗布する。また、そのステンレス管17には、各階に
おいて、予め準備した廃棄する予定だった排水管5と同
じ構造と寸法を持つ新しい排水管5Aを、図4に示すよ
うに継手20により接続する。従って前述したように、
切断して廃棄する継手や排水管の構造と寸法は予めわか
っているので、排水管10と縦排水管16とを切断する
前に、廃棄する予定の継手や排水管の構造と寸法が同じ
構造と寸法を持つ新しい排水管とステンレスの縦排水管
とを予め準備しておけば、この発明の排水管の取り替え
工事は、下記の作業のみで完了する。すなわち、壁1の
コンクリートを貫通する排水管10の両側端C−C,D
−Dを切断する作業と、床15のコンクリートを貫通す
る縦排水管16の床15の上下の両側端E−E,F−F
で切断する作業と、壁1と床15に残った排水管10と
縦排水管16との内部のスケールを除去する作業と、そ
れらの内部にステンレス管17を挿入してコーキング剤
を塗布する作業と、それらステンレス管17に予め準備
した新しい排水管を接続する作業とにより完了する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. Since the entire piping state of the house A and the house B in the present invention is the same as the conventional piping state shown in FIG. 5 described above, those parts are given the same part numbers as those of the conventional example described in FIG. The description thereof will be omitted, and only the portions different from the related art will be described. First, from the state of the conventional drain pipe shown in FIG. 5, a drain pipe 10 of an old iron pipe penetrating concrete is replaced with a wall 1 as a concrete driving body.
4 and cut into sleeves, and the vertical drain pipe 16 is also cut at both upper and lower ends EE and FF of the floor 15 as a concrete precursor shown in FIG. Make a sleeve shape. The cut-off joints and drainage pipes are all discarded, so that the wall 1 has the old sleeve-like drainage pipe 10 shown in FIG. 1 and the floor 15 has the old sleeve-like vertical drainage pipe shown in FIG. Only 16 remains. Since the structures and dimensions of the joints and drainage pipes to be cut and discarded are known in advance, the structures and dimensions of the joints and drainage pipes to be discarded before cutting the drainage pipe 10 and the vertical drainage pipe 16 are cut. Have prepared new drainage pipes with the same structure and dimensions, and have these new fittings and drainage pipes have the same A or B
It is shown with the alphabet of "." Next, the old drainage pipe 10 remaining on the wall 1 and the old vertical drainage pipe 1 remaining on the floor 15
6 and the scale adhering therein is removed. Next, among the old drain pipes 10 remaining on the wall 1 where boring has been completed, those drain pipes 10 and vertical drain pipes 16 are placed.
Thin stainless steel tube 17 whose outer diameter is slightly smaller than the inner diameter of
Is inserted as shown in FIG. 2, and a caulking agent 21 is applied to the cut end faces. Next, house A and house B
A new drain pipe having the same structure and dimensions as those of the previously prepared joints and drain pipes to be discarded is provided by the fittings 18 and 19 shown in FIG. 17 is connected as shown in FIG. As shown in FIG. 4, the pipes of the concrete floor 15 separating the floors to the vertical drain pipes 16 are connected to the vertical drain pipes 16 left on the concrete floor 15 separating the floors.
6, a thin stainless steel pipe 17 having an outer diameter slightly smaller than the inner diameter of the vertical drain pipe 16 is inserted as shown in FIG.
Is applied. In addition, a new drain pipe 5A having the same structure and dimensions as the drain pipe 5 prepared in advance and scheduled to be discarded is connected to the stainless steel pipe 17 by a joint 20 as shown in FIG. Therefore, as mentioned above,
Since the structures and dimensions of the joints and drain pipes to be cut and discarded are known in advance, before cutting the drain pipe 10 and the vertical drain pipe 16, the structures and dimensions of the joints and drain pipes to be discarded are the same. If a new drain pipe having the following dimensions and a stainless steel vertical drain pipe are prepared in advance, the replacement work of the drain pipe of the present invention can be completed only by the following operations. That is, both ends CC, D of the drain pipe 10 penetrating the concrete of the wall 1
-D cutting work and upper and lower ends EE, FF of the floor 15 of the vertical drain pipe 16 penetrating the concrete of the floor 15
, Removing the scale inside the drain pipe 10 and the vertical drain pipe 16 remaining on the wall 1 and floor 15, and inserting a stainless steel pipe 17 into the inside of the pipe and applying a caulking agent. And the operation of connecting the prepared new drainage pipe to the stainless steel pipe 17 is completed.

【発明の効果】以上のようにこの発明は、排水管の交換
工事の工事期間が極めて短縮され、コストが著しく低減
される効果があるとともに、騒音や振動が発生しないか
ら生活環境が悪化することがない等の効果がある。ま
た、住人が居住したままで交換工事が出来るので、工事
期間中転居する必要が無いから、経済的にも負担が軽減
される効果がある。さらに、ステンレス管は腐蝕するこ
とが無いから、耐久性にも優れる効果があるとともに、
ステンレス管の肉厚が鋼管や樹脂管や複合管等の他の配
管材に比較して極めて薄く、充分な強度と耐火性がある
ため、従来の排水管の内部にインサート施工されても、
排水に必要な断面積は高比率で維持され、中古住宅の閉
塞が進んだ排水管と比較して、多大な排水路の確保が可
能となる効果がある。またこの工法は、住人が居住した
まま手早く排水管の交換が出来る効果が得られるととも
に、壁面や床面等の住宅施設を損傷することがないか
ら、経済的負担が極めて小さくなる効果がある。
As described above, according to the present invention, the construction period of the drainage pipe replacement work is extremely shortened, the cost is significantly reduced, and the living environment is deteriorated because no noise or vibration is generated. There is no effect. In addition, since the replacement work can be performed while the resident is resident, there is no need to move during the construction period, which has the effect of reducing the burden economically. Furthermore, the stainless steel tube does not corrode, so it has the effect of being excellent in durability,
The thickness of stainless steel pipe is extremely thin compared to other pipe materials such as steel pipe, resin pipe and composite pipe, and it has sufficient strength and fire resistance, so even if it is inserted inside the conventional drain pipe,
The cross-sectional area required for drainage is maintained at a high ratio, and there is an effect that it is possible to secure a large amount of drainage channels as compared with drainage pipes in which used houses are increasingly blocked. In addition, this method has an effect that the drain pipe can be quickly replaced while the resident is resident, and there is no damage to the housing facilities such as the wall surface and the floor surface, so that the economic burden is extremely reduced.

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

【図1】本発明の壁を貫通する排水管の両端を切断した
状態の断面図である。
FIG. 1 is a sectional view of a state where both ends of a drain pipe penetrating a wall according to the present invention are cut off.

【図2】本発明の璧を貫通する排水管の両端を切断した
のちに、その内部にステンレス管を挿入した状態の断面
図である。
FIG. 2 is a cross-sectional view showing a state in which a drain pipe penetrating a wall of the present invention is cut at both ends and a stainless steel pipe is inserted therein.

【図3】本発明の排水管の交換工事が完了した状態の平
面図である。
FIG. 3 is a plan view showing a state where the drainage pipe replacement work of the present invention has been completed.

【図4】本発明の縦排水管の交換工事が完了した状態の
断面図である。
FIG. 4 is a cross-sectional view showing a state where replacement work of the vertical drainage pipe of the present invention has been completed.

【図5】従来の排水管の平面図である。FIG. 5 is a plan view of a conventional drain pipe.

【符号の説明】[Explanation of symbols]

1 壁(コンクリート駆体) A、B 家 A1、B1 浴室 A2、B2 洗面所 A3、B3 洗面器 A4、B4 台所 A5、B5 流し 10 排水管(旧鉄管) 15 床(コンクリート駆体) 16 縦排水管(旧鉄管) 17 ステンレス管 18 継手 19 継手 20 継手 21 コーキング剤 1 Wall (Concrete Driving) A, B House A1, B1 Bathroom A2, B2 Washing Room A3, B3 Washing A4, B4 Kitchen A5, B5 Sink 10 Drain Pipe (Old Iron Pipe) 15 Floor (Concrete Driving) 16 Vertical Drain Pipe (old iron pipe) 17 Stainless steel pipe 18 Fitting 19 Fitting 20 Fitting 21 Caulking agent

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート駆体を貫通する旧鉄管をコ
ンクリート駆体の両側端で切断してスリーブとした後、
そのスリーブの内側にスリーブよりも長いステンレス管
を挿入し、そのステンレス管に新しい排水管を接続する
ことを特徴とするコンクリート駆体貫通排水管の改修方
法。
Claims 1. An old steel pipe penetrating a concrete vehicle is cut at both ends of the concrete vehicle to form a sleeve.
A method for repairing a drainage pipe through a concrete body, comprising inserting a stainless steel pipe longer than the sleeve inside the sleeve and connecting a new drainage pipe to the stainless steel pipe.
JP2000112768A 2000-03-09 2000-03-09 Remodeling method for drain pipe penetrating concrete building frame Pending JP2001254414A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000112768A JP2001254414A (en) 2000-03-09 2000-03-09 Remodeling method for drain pipe penetrating concrete building frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000112768A JP2001254414A (en) 2000-03-09 2000-03-09 Remodeling method for drain pipe penetrating concrete building frame

Publications (1)

Publication Number Publication Date
JP2001254414A true JP2001254414A (en) 2001-09-21

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Country Link
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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003253721A (en) * 2002-03-06 2003-09-10 Sanwa Kokan Kk Riser piping for drainage for residence and its construction method
JP2004278301A (en) * 2004-05-21 2004-10-07 Sanwa Kokan Kk Repair sleeve for existing drainage pipe
JP2007138428A (en) * 2005-11-15 2007-06-07 Techni Building:Kk Renewal method of piping
JP2007162791A (en) * 2005-12-13 2007-06-28 Kaoru Abe Construction method for reclaiming drainage pipe in building
JP2011202803A (en) * 2010-03-03 2011-10-13 Kojima Seisakusho:Kk Method for renewing drain facility in multiple dwelling house, and drain pipe joint used for the method
JP6248168B1 (en) * 2016-10-25 2017-12-13 東亜高級継手バルブ製造株式会社 Drainage piping using existing pipes
JP2018080463A (en) * 2016-11-14 2018-05-24 積水化学工業株式会社 A piping structure and a construction method of the piping structure
CN108952018A (en) * 2018-08-13 2018-12-07 南京工业大学 The ruggedized construction and its construction method that precast shear wall component inside sleeve grouting connection reinforcing bar is truncated
CN115306174A (en) * 2022-08-04 2022-11-08 中铁建设集团北京工程有限公司 Renovating structure and renovating method for water passing hole of roof

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003253721A (en) * 2002-03-06 2003-09-10 Sanwa Kokan Kk Riser piping for drainage for residence and its construction method
JP2004278301A (en) * 2004-05-21 2004-10-07 Sanwa Kokan Kk Repair sleeve for existing drainage pipe
JP2007138428A (en) * 2005-11-15 2007-06-07 Techni Building:Kk Renewal method of piping
JP2007162791A (en) * 2005-12-13 2007-06-28 Kaoru Abe Construction method for reclaiming drainage pipe in building
JP2011202803A (en) * 2010-03-03 2011-10-13 Kojima Seisakusho:Kk Method for renewing drain facility in multiple dwelling house, and drain pipe joint used for the method
JP6248168B1 (en) * 2016-10-25 2017-12-13 東亜高級継手バルブ製造株式会社 Drainage piping using existing pipes
JP2018071074A (en) * 2016-10-25 2018-05-10 東亜高級継手バルブ製造株式会社 Drain piping using existing pipe
JP2018080463A (en) * 2016-11-14 2018-05-24 積水化学工業株式会社 A piping structure and a construction method of the piping structure
CN108952018A (en) * 2018-08-13 2018-12-07 南京工业大学 The ruggedized construction and its construction method that precast shear wall component inside sleeve grouting connection reinforcing bar is truncated
CN115306174A (en) * 2022-08-04 2022-11-08 中铁建设集团北京工程有限公司 Renovating structure and renovating method for water passing hole of roof

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