JPH08246486A - Underground wall outside waterproofing construction device - Google Patents

Underground wall outside waterproofing construction device

Info

Publication number
JPH08246486A
JPH08246486A JP8442595A JP8442595A JPH08246486A JP H08246486 A JPH08246486 A JP H08246486A JP 8442595 A JP8442595 A JP 8442595A JP 8442595 A JP8442595 A JP 8442595A JP H08246486 A JPH08246486 A JP H08246486A
Authority
JP
Japan
Prior art keywords
bolt
attached
seat
concrete
water
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
JP8442595A
Other languages
Japanese (ja)
Inventor
Masaru Kaida
勝 皆田
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 JP8442595A priority Critical patent/JPH08246486A/en
Publication of JPH08246486A publication Critical patent/JPH08246486A/en
Pending legal-status Critical Current

Links

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE: To eliminate a need for surplus excavation and refilling and to shorten a term of works by a method wherein during construction of a landslide protection wall, spring water from the excavation side is cutoff by non-woven cloth and a waterproof sheet with a mounting and demounting tape and water immersion from a bolt is cutoff by a moisture expansion rubber packing. CONSTITUTION: A bolt 2 with a seat is fused to a landslide protection steel pile and a rubber ring 3 and a moisture expansion rubber packing 4 are mounted to the bolt 2 with a seat. Further, non-woven cloth 5 and a waterproof sheet 6 are applied in such a manner to cover and the bolt 2 with a seat is extended through. The moisture expansion packing 4 is attached again and a round separator 8 is attached by a hexagonal bolt 7. Further, wood concrete 9 and forms 10 are attached and concrete is placed. This constitution effects waterproofing at the outside of an underground wall and cuts off spring water. Further, a need for surplus excavation and refilling is eliminated.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は地下部壁の外防水装置
を目的にするものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is directed to an outer waterproofing device for an underground wall.

【0002】[0002]

【従来の技術】[Prior art]

(イ)地下壁の外側を防水する時は、山留を行なう時、
新規作ろうとする壁より約500mm外部に鋼杭を打
ち、土止めを行ない掘削して、型枠を建て、壁厚の丸セ
パを取り付け、又型枠を取り付け、コンクリート打設
し、新規建物を作り、型枠を取り外した後に、外壁を防
水し、空間を埋戻し整地していた。 (ロ)地下壁外防水を行なわない場合は、壁の内側に1
00mmの空間を作り、レンガ積み又は、パネル積みに
て二重の壁を作り、外壁からの湧水を外壁と内壁の10
0mmの空間に流し貯水ピットに入れ、量が多くなると
強制排水を行なっていた。
(B) When waterproofing the outside of the basement wall, when performing mountain retention,
A steel pile is struck about 500 mm outside the wall to be newly made, earth is stopped and excavated, a formwork is built, a round wall separator with a wall thickness is attached, a formwork is also attached, concrete is placed, and a new building is constructed. After making and removing the formwork, the outer wall was waterproofed, and the space was backfilled and leveled. (B) If you do not waterproof outside the basement wall, put 1 inside the wall.
Create a space of 00 mm, make a double wall by brick or panel stacking, and use the spring water from the outer wall
It was poured into a 0 mm space and put in a water storage pit, and when the volume increased, forced drainage was performed.

【0003】[0003]

【発明が解決しようとする課題】従来の工法は次の様な
欠点が有った。 (イ)地下壁外側防水の場合、人間が入れる巾約500
mmを余分に掘削しなければならず、又その後、埋戻し
をしなければならない。 (ロ)内側に二重の壁を作る工法は、内壁は、レンガ積
み又はパネル積層により作った。地下壁の型枠を取り外
した後の作業となり内装工事の工期が遅れた。本発明は
これらの欠点を除くためになされたものである。
The conventional method has the following drawbacks. (B) Width of about 500 people can put in if it is waterproof on the outside of the basement wall
mm must be excavated extra and then backfilled. (B) In the method of making a double wall inside, the inner wall was made of bricks or panels. The work was done after removing the formwork of the underground wall, and the construction period for the interior work was delayed. The present invention has been made to eliminate these drawbacks.

【0004】[0004]

【課題を解決する為の手段】山留めの鋼杭(1)に座付
ボルト(2)を溶着し、リング(3)と含水膨張ゴムパ
ッキン(4)をはめ、その上に不織布(5)と脱着テー
プ付防水シート(6)を覆う様に掛け、座付ボルト
(2)を貫通させ、再度含水膨張ゴムパッキン(4)を
取り付け、その上を六角ボルト(7)にて締め付け、そ
れに丸セパ(8)を付け木コン(9)と型枠(10)を
取り付けコンクリートを打設する。上記装置にて、地下
壁外側に防水出来湧水を断絶する事ができる。
[Means for Solving the Problem] A bolt (2) with a seat is welded to a steel pile (1) for retaining a mountain, a ring (3) and a water-expandable rubber packing (4) are fitted, and a non-woven fabric (5) is attached thereon. Hang it so that it covers the waterproof sheet (6) with desorption tape, penetrate the bolt (2) with a seat, attach the water-expanded rubber packing (4) again, and tighten it with the hexagon bolt (7), (8) is attached to the wooden container (9) and the form (10), and concrete is poured. With the above device, it is possible to waterproof the outside of the underground wall and disconnect the spring water.

【0005】[0005]

【作 用】掘削側よりの湧水を不織布と脱着テープ付防
水シートにて遮断し、ボルトからの浸水は含水膨張ゴム
パッキンにて遮断出来た。脱着テープ付防水シートのジ
ョイントは嵌合ファスナー付シートとし、ジョイントロ
ーラーで接合する。これで、浸水は皆無である。含水膨
張ゴムパッキンについて、含水する事により膨張するゴ
ムに、外側を硬質ゴムにて固定する事により内側にだけ
膨張する事を利用した。
[Operation] The spring water from the excavation side was blocked with a non-woven fabric and a waterproof sheet with a desorption tape, and water from the bolts could be blocked with a hydrous expansion rubber packing. The joint of the waterproof sheet with desorption tape should be a sheet with a fitting fastener and be joined with a joint roller. With this, there is no inundation. Regarding the water-containing expansive rubber packing, it was used that the rubber expands when it contains water and the outside expands only by fixing it with hard rubber.

【0006】[0006]

【実 施 例】以下本発明の実施例について説明する。 (イ)山留鋼杭(1)に座付ボルト(2)を約600m
m角の間隔にて溶着する。 (ロ)座付ボルト(2)にゴムリング(3)をはめる。 (ハ)ゴムリング(3)をはめた後含水膨張ゴムパッキ
ン(4)をはめる。 (ニ)含水膨張ゴムパッキン(4)をはめた後、不織布
(5)を広げおおい覆ぶせる。 (ホ)不織布(5)を覆ぶせた上に、脱着テープ付防水
シート(6)を覆ぶせ不織布(5)と脱着テープ付防水
シート(6)を座付ボルト(2)に貫通する。 (ヘ)貫通後に再度含水膨張ゴムパッキン(4)をはめ
る。 (ト)含水膨張ゴムパッキン(4)をはめた後、六角ボ
ルト(7)で、締め付ける。 (チ)六角ボルト(7)を締め付けた後コンクリート厚
用の丸セパ(8)を取り付ける。 (リ)丸セパ(8)の片方に木コン(9)を付ける。 (ヌ)木コン(9)の次に型枠を組み、コンクリートを
打設する。注意として、コンクリートの打設の時、不織
布(5)と脱着テープ付防水シート(6)の山留側に、
コンクリートが入らない様に注意すること、又地上のコ
ンクリート打設の時、不織布(5)と脱着テープ付防水
シート(6)と新規壁の間に、コンクリートが絶対に入
らない様に打設する事が重要である。浸水の原因とな
る。
EXAMPLES Examples of the present invention will be described below. (A) About 600 m of the bolts (2) with seats on the Yamadome steel pile (1)
Weld at m-square intervals. (B) Fit the rubber ring (3) on the seat bolt (2). (C) After fitting the rubber ring (3), fit the water-containing expanded rubber packing (4). (D) After fitting the water-expanded rubber packing (4), spread the non-woven fabric (5) and cover it. (E) The non-woven fabric (5) is covered, and the waterproof sheet (6) with a detachable tape is covered, and the non-woven fabric (5) and the waterproof sheet (6) with a detachable tape are penetrated through the seat bolt (2). (F) After penetration, reattach the water-containing expansive rubber packing (4). (G) After fitting the hydrous expansion rubber packing (4), tighten it with the hexagon bolt (7). (H) After tightening the hexagon bolts (7), attach round separators (8) for concrete thickness. (I) Put a wooden container (9) on one side of the round separator (8). (N) After the wooden concrete (9), form is assembled and concrete is poured. As a precaution, when pouring concrete, place the non-woven fabric (5) and waterproof sheet (6) with desorption tape on the mountain retaining side.
Be careful not to let concrete enter, and when placing concrete on the ground, place concrete between the non-woven fabric (5) and waterproof sheet with desorption tape (6) and new wall so that concrete will never enter. Things are important. It may cause flooding.

【0007】[0007]

【発明の効果】【The invention's effect】

(イ)本発明を使用する事により既存工法の余分な掘
削、その埋め戻しが不要である事は最近の産業廃棄物の
処理が大きな社会問題となっており、余分な掘削残土が
少なくて済む事が大きい事。 (ロ)内側に二重の壁を作る事は、内装の工期が遅れる
原因となっているし、内容積も小さくなる事を解消出来
る。
(B) The fact that the use of the present invention eliminates the need for extra excavation and backfilling of the existing construction method has made the treatment of industrial waste a big social problem recently, and the amount of extra excavated residual soil can be reduced. Things are big. (B) Making a double wall on the inside is a cause of delaying the construction period of the interior, and it can be solved that the internal volume also becomes small.

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

【図 1】本発明の斜視図FIG. 1 is a perspective view of the present invention.

【図 2】本発明の使用状態を示す図FIG. 2 is a diagram showing a usage state of the present invention.

【符号の説明】[Explanation of symbols]

(1)山留鋼杭 (2)座付ボルト (3)ゴムリング (4)含水膨張ゴムパッキン (5)不織布 (6)脱着テープ付防水シート (7)六角ボルト (8)丸セパ (9)木コン(モッコン) (10)型枠 (1) Yamadome steel pile (2) Seat bolt (3) Rubber ring (4) Water-expandable rubber packing (5) Nonwoven fabric (6) Waterproof sheet with removable tape (7) Hexagon bolt (8) Round separator (9) Wooden con (Moccon) (10) Formwork

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】山留鋼杭に座付ボルトを溶着し座付ボルト
にリングと含水膨張ゴムパッキンを取り付け、不織布と
脱着テープ付防水シートを覆う様に掛け、座付ボルトに
貫通させ、次に再度含水膨張ゴムパッキンを取り付け、
六角ボルトにて締め付け丸セパを取り付け、木コンと型
枠を取り付けコンクリートを打設した、地下壁外防水工
法装置。
1. A seat bolt is welded to a mountain retaining steel pile, a ring and a water-containing expansion rubber packing are attached to the seat bolt, and the non-woven fabric and a waterproof sheet with a detachable tape are hung so as to penetrate the seat bolt. Attach the water-expanded rubber packing again to
A waterproof construction method outside the underground wall where hexagonal bolts were used to attach round separers, wooden concrete and formwork were attached, and concrete was placed.
JP8442595A 1995-03-07 1995-03-07 Underground wall outside waterproofing construction device Pending JPH08246486A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8442595A JPH08246486A (en) 1995-03-07 1995-03-07 Underground wall outside waterproofing construction device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8442595A JPH08246486A (en) 1995-03-07 1995-03-07 Underground wall outside waterproofing construction device

Publications (1)

Publication Number Publication Date
JPH08246486A true JPH08246486A (en) 1996-09-24

Family

ID=13830237

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8442595A Pending JPH08246486A (en) 1995-03-07 1995-03-07 Underground wall outside waterproofing construction device

Country Status (1)

Country Link
JP (1) JPH08246486A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001193089A (en) * 2000-01-14 2001-07-17 Yoshida Kensetsu Kogyo Kk Waterproofing method for continuous underground wall
KR20030000405A (en) * 2001-06-25 2003-01-06 주식회사 동방포루마 Method for waterproofing
CN108385733A (en) * 2018-02-07 2018-08-10 河南大学 A kind of the infiltration type moistureproof system and dampproof method of historical building ground and bottom wall
CN115045402A (en) * 2022-05-29 2022-09-13 五冶集团上海有限公司 Method for sealing mold in advance of outer wall post-cast strip

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001193089A (en) * 2000-01-14 2001-07-17 Yoshida Kensetsu Kogyo Kk Waterproofing method for continuous underground wall
KR20030000405A (en) * 2001-06-25 2003-01-06 주식회사 동방포루마 Method for waterproofing
CN108385733A (en) * 2018-02-07 2018-08-10 河南大学 A kind of the infiltration type moistureproof system and dampproof method of historical building ground and bottom wall
CN115045402A (en) * 2022-05-29 2022-09-13 五冶集团上海有限公司 Method for sealing mold in advance of outer wall post-cast strip

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