JPH0280798A - Fixing structure for water-proof sheet and hanging reinforcing bar - Google Patents

Fixing structure for water-proof sheet and hanging reinforcing bar

Info

Publication number
JPH0280798A
JPH0280798A JP63229366A JP22936688A JPH0280798A JP H0280798 A JPH0280798 A JP H0280798A JP 63229366 A JP63229366 A JP 63229366A JP 22936688 A JP22936688 A JP 22936688A JP H0280798 A JPH0280798 A JP H0280798A
Authority
JP
Japan
Prior art keywords
waterproof sheet
fixing device
fixed
reinforcing bar
insertion opening
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.)
Granted
Application number
JP63229366A
Other languages
Japanese (ja)
Other versions
JP2671430B2 (en
Inventor
Sakae Shirai
白井 栄
Torao Yamazaki
山崎 虎雄
Toshiaki Takahashi
俊昭 高橋
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.)
Fujimori Kogyo Co Ltd
Original Assignee
Fujimori Kogyo Co Ltd
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 Fujimori Kogyo Co Ltd filed Critical Fujimori Kogyo Co Ltd
Priority to JP63229366A priority Critical patent/JP2671430B2/en
Publication of JPH0280798A publication Critical patent/JPH0280798A/en
Application granted granted Critical
Publication of JP2671430B2 publication Critical patent/JP2671430B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/383Waterproofing; Heat insulating; Soundproofing; Electric insulating by applying waterproof flexible sheets; Means for fixing the sheets to the tunnel or cavity wall

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE:To fixed a water-proof sheet to the ground or primary covering work of tunnel without damaging it by a method in which both ends of a fixing tool of an inversed recession cross section are folded inwards to form a folded coupler, and the water-proof sheet is held by nuts and the folded coupler. CONSTITUTION:Both ends of a fixing tool 2 of an inversed recession cross section are inwardly folded at right angles to form folded couplers 3. A press plate 11 wider than an inlet 4 is fixed to the tip of a hanging reinforcing bar 10, and a nut 13 is screwed to the male screw 12 of the tip periphery of the bar 10. The fixing position of the water-proof sheet 16 is inserted into a fixing tool 1 from the inlet 4, and the nut 13 is operated to turn it until the face 14 strongly comes into contact with the tips of the couplers 3 of the fixing tool 1 in order to close the inlet 4 with the nut 13. The desired portion 16a of the sheet 16 is strongly held between the tips of the couplers 3 and the tapered face 14 of the nut 13, the sheet 16 is fixed to the tool 1, and at the same time the bar 10 with the nut 13 is fixed to the tool 1.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、トンネルの地山又は一次覆工コンクリートの
表面に防水シートを張設する際、その所用箇所をトンネ
ルの地山又は一次覆工コンクリートに固定すると共に、
該固定箇所において同時に二次覆工コンクリート打設の
際に利用する吊鉄筋を固定する防水シートと吊鉄筋との
固定構造に関する。
[Detailed Description of the Invention] [Industrial Application Field] When a waterproof sheet is placed on the surface of the tunnel's ground or primary lining concrete, the required location is applied to the tunnel's ground or primary lining concrete. In addition to fixing it in concrete,
The present invention relates to a structure for fixing a waterproof sheet and hanging reinforcing bars that are used at the same time to place secondary lining concrete at the fixed location.

〔従来の技術〕[Conventional technology]

従来、トンネルの防水工事において、防水シートを地山
又は一次覆工コンクリートに固定する手段として、コン
クリート釘等を防水シートを貫通して地山又は一次覆工
コンクリ−hに打ち込むことが行なわれている。また、
二欣覆エコンクリーI・打設のために鉄筋を配設する場
合、セットアンカーボルトを防水シートを貫通して地山
又は一次覆工コンクリートに打ち込むことが行なわれて
いる。
Conventionally, in tunnel waterproofing work, concrete nails or the like were driven through the waterproof sheet into the ground or primary lining concrete as a means of fixing the waterproof sheet to the ground or primary lining concrete. There is. Also,
When placing reinforcing bars for pouring, set anchor bolts are driven through the waterproof sheet and into the ground or primary lining concrete.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかし、上記の如き防水シートを貫通して固定部材を打
ち込む方法は、その防水シートの固定部材貫通部からの
漏水のおそれがあり、このため該貫通部からの漏水を防
止する手段を種々溝じる必要がある(例えば実公昭60
−30485号公報、同63−6319号公報)。
However, with the method of driving the fixing member through the waterproof sheet as described above, there is a risk of water leakage from the fixing member penetration part of the waterproof sheet, so various means are used to prevent water leakage from the penetration part. It is necessary to
-30485, 63-6319).

このため、防水シートを固定する場合にコンクリート釘
やアンカーボルト等の固定部材を防水シートに打ち込む
必要のない防水シートの固定方法が望まれ、かかる固定
方法として、頭部に嵌合部を形成してなる嵌合部をその
頭部を一法覆エコンクリート内周壁面から突出して前記
一次覆工コンクリート内周壁に打設すると共に、前記嵌
合部に前記嵌合部と嵌合する嵌合部材を防水シートの所
定部を挟入して嵌着してなる防水シートの固定構造が提
案されている(実開昭58−146697号公報)が、
この方法は単に防水シートを固定し得るだけで、吊鉄筋
を同時に固定支持できない。
For this reason, a method of fixing the tarpaulin sheet that does not require fixing members such as concrete nails or anchor bolts to be driven into the tarpaulin sheet is desired. A fitting member is cast into the primary lining concrete inner circumferential wall with its head protruding from the inner circumferential wall surface of the primary lining concrete, and a fitting member that fits into the fitting portion. A fixing structure for a waterproof sheet has been proposed in which a predetermined part of the waterproof sheet is inserted and fitted (Japanese Utility Model Publication No. 58-146697).
This method can only fix the waterproof sheet, but cannot fix and support the hanging reinforcing bars at the same time.

本発明は上記事情に鑑みなされたもので、防水シートを
破損することなくトンネルの地山又は一次覆工コンクリ
ートに固定し得ると共に、同時に吊鉄筋を固定すること
ができる防水シートと吊鉄筋との固定構造を提供するこ
とを目的とする。
The present invention has been made in view of the above circumstances, and is a combination of a waterproof sheet and suspension reinforcing bars that can fix the waterproof sheet to the ground or primary lining concrete of a tunnel without damaging it, and at the same time fix the suspension reinforcing bars. Intended to provide a fixed structure.

〔課題を解決するための手段〕[Means to solve the problem]

本発明は、上記目的を達成するため、第1の構造として
、 =4 断面逆凹状の固定具主体の両側端部側をそれぞれ内側に
折曲して折曲係止部を形成し、これら係止部間に挿入口
を形成してなる固定具をトンネルの地山又は一次覆工コ
ンクリ−1・に固定すると共に、防水シートの所用部分
を上記挿入口から固定具内に挿入し、かつ吊鉄筋の先端
に固着した上記挿入口より幅広の押え体を該挿入口から
固定具内に挿入し、上記吊鉄筋の先端部外周面に形成し
た雄ねじ部に上記挿入口の間隔と同径又はこれより大径
の外径を有するナツト体を螺着して、該ナツト体で上記
挿入口を塞ぐと共に、該ナツト体と上記折曲係止部とで
防水シートを挾持固定するようにしたものである。
In order to achieve the above object, the present invention has a first structure in which both ends of a fixing device main body having an inverted concave cross section are bent inward to form bending locking portions, and these locking portions are formed. A fixing device having an insertion hole formed between the stop parts is fixed to the ground of the tunnel or the primary lining concrete 1, and the required part of the waterproof sheet is inserted into the fixing device through the insertion hole and suspended. Insert a holding body wider than the insertion opening fixed to the tip of the reinforcing bar into the fixing device from the insertion opening, and insert a presser body with a diameter equal to or wider than the spacing of the insertion opening into the male thread formed on the outer circumferential surface of the tip of the hanging reinforcing bar. A nut body having a larger outer diameter is screwed on, the nut body closes the insertion opening, and the waterproof sheet is clamped and fixed between the nut body and the bent locking part. be.

また、第2の構造として、 断面逆凹状の固定具主体の両側端部側をそれぞれ内側に
折曲して折曲係止部を形成し、これら係止部間に挿入口
を形成してなる固定具をトンネルの地山又は一次覆工コ
ンクリ−1−に固定すると共に、防水シートの所用部分
を上記挿入口から固定具内に挿入し、かつ吊鉄筋の先端
に固着した上記挿入口より幅広の押え体を該挿入口から
固定具内に挿入し、上記吊鉄筋に寸法が上記挿入口の間
隔よりも大きいワッシャー体を取り付け、このワッシャ
ー体を上記吊鉄筋先部外周面に形成した雄ねじ部に螺着
したナツト体で上記折曲係止部に締め付けて、該ワッシ
ャー体で上記挿入口を塞ぐと共に、該ワッシャー体と上
記折曲係止部とで防水シートを挾持固定するようにした
ものである。
In addition, as a second structure, both ends of the fixing device main body having an inverted concave cross section are bent inward to form bent locking portions, and an insertion opening is formed between these locking portions. Fix the fixing device to the ground of the tunnel or the primary lining concrete 1-, and insert the required part of the waterproof sheet into the fixing device from the above insertion opening, which is wider than the above insertion opening fixed to the tip of the hanging reinforcing bar. A presser body is inserted into the fixture from the insertion opening, a washer body whose dimensions are larger than the interval between the insertion openings is attached to the suspension reinforcement, and this washer body is formed on the outer circumferential surface of the tip of the suspension reinforcement. The nut body screwed onto the folding locking part is tightened to the bending locking part, the washer body closes the insertion opening, and the washer body and the bending locking part clamp and fix the waterproof sheet. It is.

〔作用〕[Effect]

本発明によれば9以上のように構成したことにより、防
水シートにコンクリート釘やアンカーボルト等の固定部
材を打ち込む必要なく、従ってこれら固定部材により防
水シートを破損することなくトンネルの地山又は一次覆
工コンクリートに防水シートを固定することができる。
According to the present invention, with the configuration as described above, there is no need to drive fixing members such as concrete nails or anchor bolts into the waterproof sheet, and therefore, these fixing members can be used to secure the tunnel from the ground or primary ground of the tunnel without damaging the waterproof sheet. A waterproof sheet can be fixed to the concrete lining.

また、防水シートの固定は、防水シートの所用箇所を固
定具内に挿入すると共に、押え体を固定具内に挿入し、
ナツト体を操作するだけであるから、簡単であり、しか
も該防水シートの固定具内挿入部分は、挿入口より幅広
で、それ故挿入口からみだりに抜は出すことのない押え
体によって規制されていると共に、ナラ1一体(第1の
構造)又はワッシャー体(第2の構造)と固定具の折曲
係止部との間に強く挾持されるので、防水シートの固定
が確実になされるものである。
In addition, to fix the tarpaulin, insert the required part of the tarpaulin into the fixing device, and insert the presser body into the fixing device.
It is easy because all you have to do is operate the nut body, and the insertion part of the waterproof sheet into the fixing device is wider than the insertion opening, so it is regulated by a presser body that prevents it from being pulled out from the insertion opening unnecessarily. At the same time, the waterproof sheet can be securely fixed because it is strongly clamped between the oak 1 integrally (first structure) or the washer body (second structure) and the bending locking part of the fixture. It is.

以下、本発明の実施例につき図面を参照して説明する。Embodiments of the present invention will be described below with reference to the drawings.

〔第1実施例〕 第1,2図は本発明の一実施例を示すもので、図中1は
、断面逆凹状の固定具主体2の両側端部側をそれぞれ内
側に直角に折曲して折曲係止部3゜3を形成し、これら
係止部3,3間に挿入口4を形成してなる固定具であり
、この固定具1はその主体2の背板部5の中央部に穿設
した固定部材打込孔6からコンクリ−1へ釘、セットア
ンカー等の固定部材7を一法覆エコンクリート8に打ち
込むことにより、一次覆工コンクリート8に固定されて
いる。なお、上記再検止部3,3の先端部はそれぞれか
しめられてかしめ部9,9が形成されている。また、」
二記固定具1は、例えばスチール板等の金属板により形
成されている。
[First Embodiment] Figures 1 and 2 show an embodiment of the present invention, and 1 in the figure shows a fixture main body 2 having an inversely concave cross section with both end sides bent inward at right angles. This is a fixing device which has a bent locking portion 3°3 and an insertion opening 4 between these locking portions 3, 3. It is fixed to the primary lining concrete 8 by driving a fixing member 7 such as a nail or set anchor into the concrete 8 through a fixing member driving hole 6 drilled in the concrete 1. The tips of the re-inspection parts 3, 3 are caulked to form caulked parts 9, 9, respectively. Also,"
The second fixture 1 is formed of a metal plate such as a steel plate, for example.

10は吊鉄筋で、その先端には上記挿入口4よりも幅広
の板状押え体11が固着されていると共に、吊鉄筋10
の先部外周面に形成した雄ねじ部12にナツト体13が
螺合されている。このナツト体13は、短軸中空円錐台
状に形成され、その先部側の外径が上記挿入口4より小
径、軸方向中間部の外径が該挿入口4と同径、後部側の
外径が該挿入口4より大径のテーパ母面14を有してお
り、また内周面には上記雄ねじ部12と螺合する雌ねじ
部15が形成されている。
Reference numeral 10 denotes a suspension reinforcing bar, to the tip of which a plate-shaped presser body 11 wider than the insertion opening 4 is fixed.
A nut body 13 is screwed into a male threaded portion 12 formed on the outer peripheral surface of the tip. This nut body 13 is formed in the shape of a hollow truncated cone with a short axis, the outer diameter of the tip side is smaller than the insertion opening 4, the outer diameter of the axially intermediate part is the same diameter as the insertion opening 4, and the outer diameter of the rear side is smaller than the insertion opening 4. It has a tapered mother face 14 whose outer diameter is larger than the insertion port 4, and a female threaded portion 15 which is screwed into the male threaded portion 12 is formed on the inner circumferential surface.

上記固定具1に防水シー1−16を固定する場合は、ま
ず防水シート16の所用固定箇所16aを挿入口4から
固定具1内に挿入し、次いで吊鉄筋10の先端に固着さ
れた押え体11を斜めにして挿入口4から固定具1内に
挿入し、挿入後通常の状態に戻す。その後、第2図に示
すように、ナツト13を操作し、固定具1に向けてその
母面14が固定具1の両像止部3,3先端部に強く当接
するまで螺旋回転させ、該ナツト体13で挿入口4を塞
ぐ。
When fixing the waterproof sheet 1-16 to the fixture 1, first insert the required fixing point 16a of the waterproof sheet 16 into the fixture 1 through the insertion opening 4, and then insert the presser foot fixed to the tip of the hanging reinforcing bar 10. 11 is inserted diagonally into the fixture 1 through the insertion port 4, and after insertion, it is returned to its normal state. Thereafter, as shown in FIG. 2, the nut 13 is operated and spirally rotated toward the fixture 1 until its base surface 14 strongly abuts the tips of both image stoppers 3, 3 of the fixture 1. The insertion opening 4 is closed with the nut body 13.

これにより、防水シート16の所用部分16aは、係止
部3,3先端部とナツト体13のテーパ母面14との間
に強く挾持され、防水シート16が固定具1に固定され
ると共に、ナツト体13が固定具1に固定されることに
より、同時にこのナツト体13を取り付けた吊鉄筋10
が固定具1に固定される。
As a result, the required portion 16a of the waterproof sheet 16 is strongly held between the tips of the locking parts 3, 3 and the tapered mother face 14 of the nut body 13, and the waterproof sheet 16 is fixed to the fixture 1. By fixing the nut body 13 to the fixture 1, the hanging reinforcing bar 10 to which this nut body 13 is attached simultaneously
is fixed to fixture 1.

この固定構造は、防水シート16の所用部分16aが挿
入口4より幅広の押え体11に規制されていると共に、
ナツト体13の先部側が挿入口4より固定具1内に突入
した状態でそのテーパ母面14が係止部3,3先端部を
強く押圧するように作用するので、防水シート16の固
定具1に対する固定は非常に強固であり、かつ吊鉄筋1
0の固定具]に対する固定も同様に強固なものである。
In this fixing structure, the required portion 16a of the waterproof sheet 16 is restricted by the presser body 11 which is wider than the insertion opening 4, and
When the tip end of the nut body 13 is inserted into the fixing device 1 through the insertion opening 4, its tapered mother surface 14 acts to strongly press the tip of the locking portions 3, 3, so that the fixing device of the waterproof sheet 16 The fixation to 1 is very strong, and the suspension reinforcement 1
0 fixture] is similarly strong.

この場合、第2図に示すように、押え体11の下面と再
検止部3,3の内面(かしめ部9,9)との間に防水シ
ート6の所用部分6aを挾持することにより、防水シー
ト6の固定がより確実に行なわれるものである。
In this case, as shown in FIG. 2, by sandwiching the required portion 6a of the waterproof sheet 6 between the lower surface of the presser body 11 and the inner surface (caulked portions 9, 9) of the re-inspection parts 3, 3, waterproofing can be achieved. This allows the sheet 6 to be fixed more reliably.

〔第2実施例〕 第3図は本発明の他の実施例を示す。なお、この例にお
いて、第1,2図の実施例と同一構成部分については同
一の参照符号を付し、その説明を省略する。
[Second Embodiment] FIG. 3 shows another embodiment of the present invention. In this example, the same reference numerals are given to the same components as those in the embodiment shown in FIGS. 1 and 2, and the explanation thereof will be omitted.

この第3図の実施例にあっては、吊鉄筋10に押え体1
1とナツト体13との間に介在させた状態でワッシャー
体17を配設したものであり、この場合このワッシャー
体17の寸法は挿入口4の間隔より大きく形成されてお
り、またナツト体13は第1,2図の実施例のナツト体
13の如きテーパ母面14を有しない構成のものである
In the embodiment shown in FIG.
A washer body 17 is interposed between the nut body 13 and the nut body 13. In this case, the dimensions of the washer body 17 are formed to be larger than the interval between the insertion openings 4, and the nut body 13 The nut body 13 of the embodiment shown in FIGS. 1 and 2 does not have a tapered base surface 14.

この実施例における固定構造は、ナツト13の操作によ
りワッシャー体17を固定具1の係止部3.3に押圧す
ることによるもので、挿入口4はこのワッシャー体17
により塞がれ、図示の構造では、防水シート16の所用
固定箇所16aは押え体11と係止部3,3との間に挾
持されると共に、ワッシャー体17と係止部3,3との
間に挾持され、防水シート16が固定具1と強固に固定
され、同時に吊鉄筋10もナツト13の固定具1への固
定により固定されるものである。
The fixing structure in this embodiment is that the washer body 17 is pressed against the locking part 3.3 of the fixture 1 by operating the nut 13.
In the illustrated structure, the required fixing point 16a of the waterproof sheet 16 is held between the presser body 11 and the locking parts 3, 3, and the area between the washer body 17 and the locking parts 3, 3 is closed. The waterproof sheet 16 is firmly fixed to the fixing device 1 by being sandwiched therebetween, and at the same time, the hanging reinforcing bars 10 are also fixed by fixing the nuts 13 to the fixing device 1.

なお、本発明は上記実施例に限定されるものではなく、
本発明の要旨を逸脱しない範囲で種々変更可能である。
Note that the present invention is not limited to the above embodiments,
Various changes can be made without departing from the spirit of the invention.

〔発明の効果〕〔Effect of the invention〕

以上説明したように1本発明によれば、防水シートをト
ンネルの地山又は一次覆工コンクリートに固定する場合
、コンクリート釘やアンカーボルト等の固定部材の打ち
込みで防水シートを損傷することなく固定することがで
き、同時に吊鉄筋を固定することができるものである。
As explained above, according to the present invention, when a waterproof sheet is fixed to the ground or primary lining concrete of a tunnel, the waterproof sheet can be fixed without damaging it by driving fixing members such as concrete nails or anchor bolts. It is possible to fix the hanging reinforcing bars at the same time.

しかも、かかる固定操作は簡単であり、操作性よく防水
シートと吊鉄筋とを強固に固定することができる。
Moreover, such a fixing operation is easy, and the waterproof sheet and the hanging reinforcing bars can be firmly fixed with good operability.

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

第1図及び第2図はそれぞれ本発明の一実施例を示し、
第1図は防水シート及び吊鉄筋を固定する途中の状態を
示す断面図、第2図は固定状態の断面図であり、第3図
は本発明の他の実施例を示す固定状態の断面図である。 1・・・固定具 3・・・折曲係止部 7・・・固定部材 10・・・吊鉄筋 12・・・雄ねじ部 14・・・テーパ母面 17・・・ワッシャー体 2・・・固定具主体 4・・・挿入口 8・・一次覆工コンクリート 11・・押え体 13・・・ナツト体 16・・防水シート
1 and 2 each show an embodiment of the present invention,
Fig. 1 is a cross-sectional view showing a state in which the waterproof sheet and hanging reinforcing bars are being fixed, Fig. 2 is a cross-sectional view of the fixed state, and Fig. 3 is a cross-sectional view of the fixed state showing another embodiment of the present invention. It is. 1...Fixing tool 3...Bending locking part 7...Fixing member 10...Hanging reinforcing bar 12...Male thread part 14...Taper mother face 17...Washer body 2... Fixture main body 4... Insertion port 8... Primary lining concrete 11... Presser body 13... Nut body 16... Waterproof sheet

Claims (1)

【特許請求の範囲】 1、断面逆凹状の固定具主体の両側端部側をそれぞれ内
側に折曲して折曲係止部を形成し、これら係止部間に挿
入口を形成してなる固定具をトンネルの地山又は一次覆
工コンクリートに固定すると共に、防水シートの所用部
分を上記挿入口から固定具内に挿入し、かつ吊鉄筋の先
端に固着した上記挿入口より幅広の押え体を該挿入口か
ら固定具内に挿入し、上記吊鉄筋の先端部外周面に形成
した雄ねじ部に上記挿入口の間隔と同径又はこれより大
径の外径を有するナット体を螺着して、該ナット体で上
記挿入口を塞ぐと共に、該ナット体と上記折曲係止部と
で防水シートを挾持固定するようにしたことを特徴とす
る防水シートと吊鉄筋との固定構造。 2、断面逆凹状の固定具主体の両側端部側をそれぞれ内
側に折曲して折曲係止部を形成し、これら係止部間に挿
入口を形成してなる固定具をトンネルの地山又は一次覆
工コンクリートに固定すると共に、防水シートの所用部
分を上記挿入口から固定具内に挿入し、かつ吊鉄筋の先
端に固着した上記挿入口より幅広の押え体を該挿入口か
ら固定具内に挿入し、上記吊鉄筋に寸法が上記挿入口の
間隔よりも大きいワッシャー体を取り付け、このワッシ
ャー体を上記吊鉄筋先部外周面に形成した雄ねじ部に螺
着したナット体で上記折曲係止部に締め付けて、該ワッ
シャー体で上記挿入口を塞ぐと共に、該ワッシャー体と
上記折曲係止部とで防水シートを挾持固定するようにし
たことを特徴とする防水シートと吊鉄筋との固定構造。
[Scope of Claims] 1. Both ends of the fixing device main body having an inverted concave cross section are bent inward to form bent locking portions, and an insertion opening is formed between these locking portions. Fix the fixing device to the ground or primary lining concrete of the tunnel, insert the required part of the waterproof sheet into the fixing device from the above-mentioned insertion hole, and fix it to the tip of the hanging reinforcing bar, which is a presser body wider than the above-mentioned insertion hole. is inserted into the fixing device through the insertion opening, and a nut body having an outer diameter equal to or larger than the spacing of the insertion opening is screwed onto the external thread formed on the outer peripheral surface of the tip of the suspension reinforcing bar. A structure for fixing a waterproof sheet and hanging reinforcing bars, characterized in that the nut body closes the insertion opening, and the nut body and the bending locking portion clamp and fix the waterproof sheet. 2. Bend both ends of the fixing device, which has an inverted concave cross section, inward to form bent locking portions, and insert the fixing device into the ground of the tunnel by forming an insertion opening between these locking portions. At the same time as fixing to the mountain or primary lining concrete, insert the required part of the waterproof sheet into the fixing device from the above insertion hole, and fix the presser body wider than the above insertion hole fixed to the tip of the hanging reinforcing bar from the insertion hole. A washer body whose size is larger than the interval between the insertion holes is attached to the suspension reinforcing bar, and the washer body is inserted into the suspension bar with a nut body screwed onto a male thread formed on the outer peripheral surface of the tip of the suspension bar. A waterproof sheet and a suspension reinforcing bar, characterized in that the waterproof sheet is tightened to the bent locking portion, the washer body blocks the insertion opening, and the waterproof sheet is clamped and fixed between the washer body and the bent locking portion. Fixed structure with.
JP63229366A 1988-09-13 1988-09-13 Fixing structure between tarpaulin and hanging rebar Expired - Fee Related JP2671430B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63229366A JP2671430B2 (en) 1988-09-13 1988-09-13 Fixing structure between tarpaulin and hanging rebar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63229366A JP2671430B2 (en) 1988-09-13 1988-09-13 Fixing structure between tarpaulin and hanging rebar

Publications (2)

Publication Number Publication Date
JPH0280798A true JPH0280798A (en) 1990-03-20
JP2671430B2 JP2671430B2 (en) 1997-10-29

Family

ID=16891043

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63229366A Expired - Fee Related JP2671430B2 (en) 1988-09-13 1988-09-13 Fixing structure between tarpaulin and hanging rebar

Country Status (1)

Country Link
JP (1) JP2671430B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0415698U (en) * 1990-05-24 1992-02-07
JP2012041726A (en) * 2010-08-19 2012-03-01 Hks:Kk Reinforcing bar support metal fitting for underground structure construction
NO338008B1 (en) * 2013-05-13 2016-07-18 W Giertsen As Arrangement for attaching a wall covering
CN110985119A (en) * 2019-11-28 2020-04-10 成都常信重工机械有限公司 Novel tunnel water drainage plate
CN114960771A (en) * 2022-06-27 2022-08-30 中国十九冶集团有限公司 Waterproof construction method for construction joint

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0415698U (en) * 1990-05-24 1992-02-07
JP2012041726A (en) * 2010-08-19 2012-03-01 Hks:Kk Reinforcing bar support metal fitting for underground structure construction
NO338008B1 (en) * 2013-05-13 2016-07-18 W Giertsen As Arrangement for attaching a wall covering
CN110985119A (en) * 2019-11-28 2020-04-10 成都常信重工机械有限公司 Novel tunnel water drainage plate
CN114960771A (en) * 2022-06-27 2022-08-30 中国十九冶集团有限公司 Waterproof construction method for construction joint

Also Published As

Publication number Publication date
JP2671430B2 (en) 1997-10-29

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