JPH072778Y2 - Packer for bedrock consolidation method - Google Patents

Packer for bedrock consolidation method

Info

Publication number
JPH072778Y2
JPH072778Y2 JP1989124423U JP12442389U JPH072778Y2 JP H072778 Y2 JPH072778 Y2 JP H072778Y2 JP 1989124423 U JP1989124423 U JP 1989124423U JP 12442389 U JP12442389 U JP 12442389U JP H072778 Y2 JPH072778 Y2 JP H072778Y2
Authority
JP
Japan
Prior art keywords
packer
tube
rock
perforation
hollow pipe
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 - Lifetime
Application number
JP1989124423U
Other languages
Japanese (ja)
Other versions
JPH0365791U (en
Inventor
喜代志 工藤
勉 安藤
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.)
Nichiyu Giken Kogyo Co Ltd
Original Assignee
Nichiyu Giken 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 Nichiyu Giken Kogyo Co Ltd filed Critical Nichiyu Giken Kogyo Co Ltd
Priority to JP1989124423U priority Critical patent/JPH072778Y2/en
Publication of JPH0365791U publication Critical patent/JPH0365791U/ja
Application granted granted Critical
Publication of JPH072778Y2 publication Critical patent/JPH072778Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、岩盤固結工法に用いるポリウレタン樹脂を発
泡剤とするパツカーに関する。さらに詳しくは、使用が
簡便でシール効果に優れたカプセル化された岩盤固結工
法用パツカーに関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a packer using a polyurethane resin as a foaming agent for a rock solidification method. More specifically, the present invention relates to an encapsulated packer for a rock consolidation method which is easy to use and has an excellent sealing effect.

〔従来の技術〕[Conventional technology]

一般に、トンネル工事などにおいては、トンネルの掘削
に伴う天盤の崩落などの危険を防止するため、天盤に穿
孔を設け、その穿孔内に岩盤固結剤(以下単に固結剤と
いう)を注入して天盤を固結せしめることが行なわれて
いる。
Generally, in tunnel construction, etc., in order to prevent the risk of collapse of the roof due to tunnel excavation, a hole is formed in the roof, and a rock solidifying agent (hereinafter simply referred to as solidifying agent) is injected into the hole. Then, the roof is solidified.

この固結剤の注入に当たつては、まず穿孔内に固結剤注
入用の中空パイプを挿入し、さらにその周囲にパツカー
を挿入して、中空パイプと穿孔壁との間隙をシールし、
あとから注入する固結剤の漏洩を防止する必要がある。
In injecting the solidifying agent, first insert a hollow pipe for injecting the solidifying agent into the hole, and then insert a packer around the hole to seal the gap between the hollow pipe and the hole wall,
It is necessary to prevent the leakage of the solidifying agent injected later.

この場合のパツカーの一例としては、中空パイプの外側
にゴムリングまたはゴムチユーブを装着して穿孔内に挿
入し、中空パイプと穿孔壁との間隙をシールするもの、
および発泡剤としてのポリウレタン樹脂の原料であるポ
リオール成分とポリイソシアネート成分とを混合し、ウ
エスなどに含浸させて中空パイプの周囲に充填し、発泡
硬化させて間隙をシールするものなどがある。
An example of the packer in this case is one in which a rubber ring or a rubber tube is attached to the outside of the hollow pipe and is inserted into the perforation to seal the gap between the hollow pipe and the perforation wall,
Further, there is a method in which a polyol component and a polyisocyanate component, which are raw materials of a polyurethane resin as a foaming agent, are mixed and impregnated with a waste or the like to fill the periphery of a hollow pipe, and foam-cured to seal a gap.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

しかしながら、通常岩盤固結を行なう必要のある箇所
は、岩盤の破砕帯、断層帯などの、クラツクが多くまた
は穿孔壁も荒れていて凹凸も多い箇所であるので、前者
のパツカーにおけるゴムリングやゴムチユーブによるシ
ール方法では、中空パイプと穿孔壁との間になお残存す
る間隙や、穿孔壁に存在するクラツクを通じて固結剤が
漏洩し、目的を十分に達成することができない場合があ
つた。
However, the places where rock solidification usually needs to be done are places with many cracks or roughened perforated walls, such as rock crush zones and fault zones, so the rubber ring and rubber tube in the former packer. In the sealing method according to (2), the solidifying agent may leak through the gap still remaining between the hollow pipe and the perforated wall or the crack existing on the perforated wall, and the object may not be sufficiently achieved.

また、後者のパツカーにおいては、ポリオール成分とポ
リイソシアネート成分とを使用直前に計量混合して使用
するため、 (1)現場において、計量混合などの作業を行なわなく
てはならない。
Further, in the latter packer, the polyol component and the polyisocyanate component are used by measuring and mixing immediately before use, and therefore (1) work such as measuring and mixing must be performed on site.

(2)混合後、混合液が直ちに硬化反応を開始し、混合
容器の中で発泡固化するおそれがあるので、一定時間内
に使用しなければなず、一度に多量の混合液を準備して
おくことができない。
(2) After mixing, the mixed solution may start a curing reaction immediately and may foam and solidify in the mixing container. Therefore, the mixed solution must be used within a certain period of time, and a large amount of mixed solution should be prepared at one time. I can't keep it.

(3)使用ずみの混合容器などは、使用後直ちに溶剤な
どで洗浄しておかなくてはならない。
(3) A used mixing container must be washed with a solvent immediately after use.

(4)混合液をウエスなどに含浸させて穿孔内に充填す
るため、混合液がたれたりして衣服などに付着すること
があり好ましくない。
(4) Since the waste mixture is impregnated with the mixed solution and filled in the perforations, the mixed solution may drip and adhere to clothes or the like, which is not preferable.

(5)高価な混合液が、混合容器に付着残留したり、ウ
エスからたれたりしてむだになるので経済的に不利であ
る。
(5) It is economically disadvantageous because the expensive mixed liquid is attached to the mixing container and remains, or is wasted from the waste and is wasted.

というような作業性、経済性の悪さがあつた。The workability and the economical efficiency are poor.

〔課題を解決するための手段〕[Means for Solving the Problems]

本考案者らは、上記の課題を解決するために鋭意研究を
重ねた結果、ポリウレタン樹脂原料のポリオール成分と
ポリイソシアネート成分とを、二室に仕切られた合成樹
脂フイルム製のチユーブの各室にそれぞれ分けて収納す
ることにより、これらの課題をすべて解決し得ることを
知り、本考案を完成するに至つた。
As a result of intensive studies to solve the above-mentioned problems, the inventors of the present invention have put the polyol component and the polyisocyanate component of the polyurethane resin raw material into each chamber of the synthetic resin film tube which is partitioned into two chambers. We found that all these problems could be solved by storing them separately, and completed the present invention.

すなわち、本考案は、両端を閉じ中央部で二室に仕切ら
れた合成樹脂フイルム製のチユーブの各室に、ポリウレ
タン樹脂原料のポリオール成分と、ポリイソシアネート
成分とを分離収納してなる岩盤固結工法用パツカーに関
する。
That is, the present invention is a bedrock consolidation in which the polyol component of the polyurethane resin raw material and the polyisocyanate component are separately stored in each chamber of a synthetic resin film tube which is closed at both ends and divided into two chambers at the center. Regarding the packer for construction method.

本考案の岩盤固結工法用パツカーに用いられる合成樹脂
フイムル製のチユーブとしては、ヒートシールによりチ
ユーブ中央部で二室に仕切ることができる材質からなる
もの、たとえばポリエチレン−ナイロン−ポリエチレン
の三層ラミネートフイルムからなるものなどが使用され
る。
The synthetic resin film tube used in the rock solidifying method packer of the present invention is made of a material that can be partitioned into two chambers at the center of the tube by heat sealing, for example, a three-layer laminate of polyethylene-nylon-polyethylene. The one made of film is used.

本考案の岩盤固結工法用パツカーの製造法を、その構成
を示す第1図に従つて説明すると次のとおりとなる。
The method for manufacturing the rock solidifying method packer of the present invention will be described below with reference to FIG.

まず、上記のようなヒートシール可能な材質からなる両
端の開放された合成樹脂フイルム製のチユーブ1の中央
部を、ヒートシールにより溶着して仕切部2を設け、そ
れによりチユーブ1を左右の二室に仕切り、開放された
それぞれのチユーブ1の両端から、ポリオール成分とポ
リイソシアネート成分とをそれぞれ別の室に注入して、
チユーブ1の両端を適宜の方法により密封し、それぞれ
をポリオール成分収納部3とポリイソシアネート成分収
納部4とし、本考案の岩盤固結工法用パツカーを得
る。
First, the central portion of a synthetic resin film tube 1 made of a heat-sealable material and having open both ends is welded by heat sealing to form a partition portion 2, so that the tube 1 can be divided into right and left portions. From each end of each of the opened and separated tubes 1, a polyol component and a polyisocyanate component are injected into separate chambers,
Both ends of the tube 1 are sealed by an appropriate method to form a polyol component storage portion 3 and a polyisocyanate component storage portion 4, respectively, to obtain a rocker consolidation method packer 5 of the present invention.

〔作用〕[Action]

本考案の岩盤固結工法用パツカーの使用に当たつて
は、まず、ポリオール成分収納部3あるいはポリイソシ
アネート成分収納部4のいずれかを手で圧迫して仕切部
2を押し破り、両成分を接触混合させる。
In using the rock solidifying construction method packer 5 of the present invention, first, either the polyol component storage portion 3 or the polyisocyanate component storage portion 4 is pressed by hand to push through the partition portion 2 to break both components. Are mixed by contact.

次に、その使用状態を示す第2図にみられるように、岩
盤6に設けられた穿孔7内にまず中空パイプ8を挿入
し、ついで中空パイプ8と穿孔7の内壁との間隙に、両
成分を接触混合させた上記の岩盤固結工法用パツカー
を二つ折にして込め棒を用いて挿入する。
Next, as shown in FIG. 2 showing the usage state, first insert the hollow pipe 8 into the perforation 7 provided in the bedrock 6, and then insert the hollow pipe 8 into the gap between the hollow pipe 8 and the inner wall of the perforation 7. Packer 5 for the above-mentioned bedrock consolidation method in which the components are mixed by contact
Fold it in half and insert it with a dowel stick.

その際、込め棒によりチユーブ1に穴があけられるの
で、チユーブ1内で接触混合された混合液は、穿孔7内
に流出し発泡硬化して発泡層9を形成し、中空パイプ8
と穿孔7の内壁との間隙を穿孔7の孔口部においてシー
ルする。
At that time, since a hole is made in the tube 1 by the filling rod, the mixed solution which is contact-mixed in the tube 1 flows into the perforation 7 and foam-hardens to form the foam layer 9, and the hollow pipe 8
And the inner wall of the perforation 7 is sealed at the opening of the perforation 7.

そして、あとから中空パイプ8を通じて注入される固結
剤10の穿孔7外への漏洩を防止し、岩盤6のクラツク11
の内部まで完全に固結剤10を浸透させることができる。
Then, the solidifying agent 10 injected later through the hollow pipe 8 is prevented from leaking to the outside of the perforation 7, and the rock 11 of the bedrock 6 is prevented.
The solidifying agent 10 can be completely permeated to the inside of the.

〔考案の効果〕[Effect of device]

本考案の岩盤固結工法用パツカーは、次のような優れた
効果を奏する。
The packer for rock solidification method of the present invention has the following excellent effects.

(1)岩盤に設けられた穿孔の内壁が荒れていたり、ま
たクラツクが入つていたりしていても、確実なシール効
果が得られる。
(1) A reliable sealing effect can be obtained even if the inner wall of the perforation provided in the bedrock is rough or has cracks.

(2)パツカーをカプセル化したことにより、パツカー
の穿孔内への充填に当たつて、特殊な機械や混合容器な
どを必要とせず、充填作業が簡単であり、また混合液自
体もむだにならないので、岩盤固結工法そのもののコス
トを下げることができる。
(2) By encapsulating the packer, no special machine or mixing container is required for filling the packer into the perforations, the filling work is simple, and the mixed solution itself is not wasted. Therefore, the cost of the bedrock consolidation method itself can be reduced.

(3)パツカーをカプセル化して、チユーブ内で両成分
の接触混合を行なわせ、速やかに穿孔内へ流出せしめる
ので、従来の混合容器内で混合する場合に比べて、硬化
時間の短い発泡剤を使用することができ、全作業時間が
短縮される。
(3) Since the packer is encapsulated and both components are contact-mixed in the tube and quickly discharged into the perforations, a foaming agent having a shorter curing time than that in the conventional mixing container is used. It can be used and the total working time is shortened.

〔実施例および比較例〕[Examples and Comparative Examples]

以下、実施例および比較例により本考案をさらに詳細に
説明する。
Hereinafter, the present invention will be described in more detail with reference to Examples and Comparative Examples.

実施例 内径28mm、長さ500mmの合成樹脂フイルム製のチユーブ
(商品名ESチユーブ、東和化工株式会社製、ポリエチレ
ン−ナイロン−ポリエチレンの三層ラミネートフイルム
製のチユーブ)の中央部とヒートシールにより仕切り、
左右の各室にポリウレタン樹脂原料のポリオール成分と
ポリイソシアネート成分とを、それぞれ同量で25〜100g
ずつ注入し、両端を密封して本考案の岩盤固結工法用パ
ツカーa〜eを得た。
Example Inner diameter 28 mm, length 500 mm made of synthetic resin film tube (trade name ES tube, Towa Kako Co., Ltd., polyethylene-nylon-polyethylene three-layer laminate film tube) central part and heat partition,
Polyurethane resin raw material polyol component and polyisocyanate component in the left and right chambers in the same amount of 25 to 100 g
Then, the both ends were sealed and the rockers a to e for rock solidification method of the present invention were obtained.

そのシール性能を確認するための試験は、以下のように
行なった。
The test for confirming the sealing performance was performed as follows.

まず、崖錐層部トンネルの天盤に、直径42mm、長さ3mの
自穿孔ボルトを用いてレツクオーガーにより約1m間隔で
穿孔し、5本の穿孔a〜eを設けた。
First, on the roof of the talus tunnel, a self-drilling bolt having a diameter of 42 mm and a length of 3 m was used to drill 5 holes a to e by using a rec auger at intervals of about 1 m.

ついで、上述のようにして得られた本考案のパツカーa
〜eのそれぞれ一方の収納室を手で圧迫することにより
仕切部を押し破り、両成分を接触混合させたのち、二つ
折にして込め棒を用いてそれぞれの穿孔に挿入し、その
際込め棒によつてチユーブに穴をあけ混合液を穿孔内に
流出せしめ、発泡硬化させた。
Then, the packer a of the present invention obtained as described above.
By pressing one of the storage chambers of ~ e by hand to smash the partition, and after mixing both components by contact, fold it in two and insert it into each perforation using the insert rod. Then, a hole was opened in the tube to allow the mixed solution to flow into the hole, and the foam was cured.

その後、自穿孔ボルトを通じて、パツカーに使用した成
分と同様な二液タイプのポリウレタン樹脂(4倍発泡、
発泡開始時間40秒)を固結剤としてそれぞれの穿孔内に
注入し、固結剤が穿孔の孔口部から漏洩するに至つたと
きの注入圧力を測定した。その結果を第1表に示した。
After that, through a self-drilling bolt, the same two-component polyurethane resin (4 times foam,
Foaming start time 40 seconds) was injected into each perforation as a solidifying agent, and the injection pressure when the solidifying agent leaked from the mouth of the perforation was measured. The results are shown in Table 1.

比較例1,2 従来の岩盤固結工法に用いられている、ウエスに発泡剤
を含浸させパツカーとする方法で、第1表に示す条件で
試験を行なった。その結果を第1表に示した。
Comparative Examples 1 and 2 Tests were carried out under the conditions shown in Table 1 by a method used in a conventional rock solidification method to impregnate a waste with a foaming agent to form a packer. The results are shown in Table 1.

第1表の結果から明らかなように、実施例a〜dは、順
次発泡剤使用量を増加させた試験であり、発泡剤使用量
の増加に伴つて、発泡層の長さも順次増大し、シール性
能としての注入圧力も増大している。
As is clear from the results in Table 1, Examples a to d are tests in which the amount of the foaming agent used was sequentially increased, and as the amount of the foaming agent used was increased, the length of the foam layer was also sequentially increased. The injection pressure as the sealing performance is also increasing.

また、実施例eについては、発泡剤の発泡開始時間およ
び硬化時間を短くした速硬性の発泡剤を使用し、発泡剤
のチユーブからの流出後直ちに固結剤の注入を行なつた
ものである。
Further, in Example e, a quick-hardening foaming agent in which the foaming start time and the curing time of the foaming agent were shortened was used, and the solidifying agent was injected immediately after the foaming agent flowed out of the tube. .

そして、これらの実施例a〜eは、それぞれ目的とする
シール性能を得ることに成功している。
And these Examples a-e have succeeded in obtaining the target sealing performance, respectively.

これに対し、比較例1,2においては、実施例に比較して
発泡剤使用量に対する発泡層の長さが短く、ウエスに発
泡剤を含浸させることによるむだが大きいことが分か
る。
On the other hand, in Comparative Examples 1 and 2, it can be seen that the length of the foam layer with respect to the amount of the foaming agent used is shorter than in the Examples, and the waste caused by impregnating the waste cloth with the foaming agent is large.

また、発泡剤の発泡開始時間および硬化時間も実施例に
比較して長くなつている。
Further, the foaming start time and the curing time of the foaming agent are also longer than those in the examples.

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

第1図は、本考案の岩盤固結工法用パツカーの構成を示
す斜視図であり、第2図は、そのパツカーの穿孔内にお
ける使用状態を示す断面図である。 1:チユーブ 2:仕切部 3:ポリオール成分収納部 4:ポリイソシアネート成分収納部 :岩盤固結工法用パツカー 6:岩盤 7:穿孔 8:中空パイプ 9:発泡層 10:固結剤 11:クラツク
FIG. 1 is a perspective view showing a structure of a packer for rock solidification method of the present invention, and FIG. 2 is a sectional view showing a usage state of the packer in a hole. 1: Tube 2: Partition 3: Polyol component storage 4: Polyisocyanate component storage 5 : Packer for rock solidification method 6: Rock 7: Perforation 8: Hollow pipe 9: Foam layer 10: Solidifying agent 11: Crack

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】両端を閉じ中央部で二室に仕切られた合成
樹脂フイルム製のチユーブの各室に、ポリウレタン樹脂
原料のポリオール成分と、ポリイソシアネート成分とを
分離収納してなる岩盤固結工法用パツカー。
1. A bedrock consolidation method in which a polyol component of a polyurethane resin raw material and a polyisocyanate component are separately stored in each chamber of a synthetic resin film tube which is closed at both ends and divided into two chambers at a central portion. Packer.
JP1989124423U 1989-10-24 1989-10-24 Packer for bedrock consolidation method Expired - Lifetime JPH072778Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989124423U JPH072778Y2 (en) 1989-10-24 1989-10-24 Packer for bedrock consolidation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989124423U JPH072778Y2 (en) 1989-10-24 1989-10-24 Packer for bedrock consolidation method

Publications (2)

Publication Number Publication Date
JPH0365791U JPH0365791U (en) 1991-06-26
JPH072778Y2 true JPH072778Y2 (en) 1995-01-25

Family

ID=31672343

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989124423U Expired - Lifetime JPH072778Y2 (en) 1989-10-24 1989-10-24 Packer for bedrock consolidation method

Country Status (1)

Country Link
JP (1) JPH072778Y2 (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2705751C2 (en) * 1977-02-11 1979-03-08 Bayer Ag, 5090 Leverkusen Cartridge for fastening anchor rods in boreholes
JPS55165398A (en) * 1979-06-08 1980-12-23 Tokai Rubber Ind Ltd Rock bolt method
JPS58173300A (en) * 1982-03-31 1983-10-12 東海ゴム工業株式会社 Cartridge for fixing
JPS63138973A (en) * 1986-11-26 1988-06-10 住友スリ−エム株式会社 Capsule built-in resin vessel
JPH0787664B2 (en) * 1987-03-25 1995-09-20 東海ゴム工業株式会社 Quick-acting waterproof material

Also Published As

Publication number Publication date
JPH0365791U (en) 1991-06-26

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