JPS6022106Y2 - Pipe body for pouring asphalt-based material underwater - Google Patents

Pipe body for pouring asphalt-based material underwater

Info

Publication number
JPS6022106Y2
JPS6022106Y2 JP5841577U JP5841577U JPS6022106Y2 JP S6022106 Y2 JPS6022106 Y2 JP S6022106Y2 JP 5841577 U JP5841577 U JP 5841577U JP 5841577 U JP5841577 U JP 5841577U JP S6022106 Y2 JPS6022106 Y2 JP S6022106Y2
Authority
JP
Japan
Prior art keywords
asphalt
hose
based material
pouring
underwater
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
JP5841577U
Other languages
Japanese (ja)
Other versions
JPS53153211U (en
Inventor
喜章 中矢
匠 内藤
広見 苅谷
勝夫 松崎
好 有馬
Original Assignee
鹿島建設株式会社
日本海上工事株式会社
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 鹿島建設株式会社, 日本海上工事株式会社 filed Critical 鹿島建設株式会社
Priority to JP5841577U priority Critical patent/JPS6022106Y2/en
Publication of JPS53153211U publication Critical patent/JPS53153211U/ja
Application granted granted Critical
Publication of JPS6022106Y2 publication Critical patent/JPS6022106Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は、アスファルトモルタル、サンドマスチック
等のアスファルト系材料の高温流動体を水中の捨石層等
に注入あるいは敷設するための水中流し込み用管体に関
するものである。
[Detailed Description of the Invention] This invention relates to an underwater pouring pipe for injecting or laying a high-temperature fluid of an asphalt-based material such as asphalt mortar or sand mastic into an underwater rubble layer or the like.

従来、アスファルト系材料の水中施工に関しては、パケ
ット方式、シュート方式あるいは鋼管方式が採用されて
いる。
Conventionally, for underwater construction of asphalt-based materials, the packet method, chute method, or steel pipe method has been adopted.

しかしながらパケット方式では仕上がり状態にむらがあ
り、またシュート方式では施工水深が限られており、さ
らに鋼管方式では設備が大型化し、高価なものとなる他
、施工中断時などに管内に水が侵入した場合、材料を再
投入すると、その熱により管内の水が圧力蒸気となり、
管体およびホッパー内の材料を吹き上げるいわゆる逆噴
現象を生じ、したがってこれを防止するため針入度の大
きいアスファルトを使用し、比較的低い温度で注入して
おり、捨石固結などの効果が弱いといった欠点がある。
However, the packet method results in uneven finish, the chute method has a limited construction water depth, and the steel pipe method requires larger and more expensive equipment, as well as water intrusion into the pipe when construction is interrupted. In this case, when the material is reinjected, the water in the pipe turns into pressure steam due to the heat.
A so-called back-splash phenomenon occurs that blows up the material in the pipe and hopper. Therefore, in order to prevent this, asphalt with high penetration is used and is injected at a relatively low temperature, so the effect of solidifying rubble is weak. There are drawbacks such as:

この考案は前記従来の問題点に対処するために、アスフ
ァルト系材料の水中施工を比較的簡単な装置により水深
の制限を受けることなく安全かつ確実に施工できる水中
流し込み用管体を提案するものである。
In order to address the above-mentioned conventional problems, this invention proposes an underwater pouring pipe that can safely and reliably perform underwater construction of asphalt-based materials without being subject to water depth restrictions using relatively simple equipment. be.

以下この考案を図面に示す実施例について説明すると、
合材パケット1の底部に断熱性を有する例えば二重鋼管
からなる鋼管2を取付けてなる流し込み装置の鋼管2の
下端には、取付は部3が設けられ、この取付は部3の周
囲に少なくとも内面に耐熱性、断熱性およびアスファル
ト系材料との剥離効果を有する材料を用いたフレキシブ
ルなホース4が取付けられている。
An example of this invention shown in the drawings will be explained below.
A mounting section 3 is provided at the lower end of the steel pipe 2 of a pouring device in which a steel pipe 2 made of, for example, a double steel pipe having heat insulation properties is attached to the bottom of a mixture packet 1. A flexible hose 4 made of a material having heat resistance, heat insulation properties, and a peeling effect from asphalt-based materials is attached to the inner surface.

ホース4は、例えばガラスクロス、汎布等の芯材5を一
重または複数重埋込んだ珪素樹脂またはふっ素樹脂シー
トにより形威し、その上部の鋼管取付は部周囲は水中で
のめくれ込み現象を防止するために、例えば金属やプラ
スチック等からなる補強材6が取付けられ、かつ下端の
開口部にはこの部分を弾性的に圧締して閉鎖可能な弾性
圧締部材7あるいは、潜水夫が自由に開閉できる、流量
調節器7が取付けられている。
The hose 4 is formed of a silicone resin or fluororesin sheet in which a core material 5 of glass cloth, general cloth, etc. is embedded in one or more layers, and a steel pipe is attached to the upper part to prevent the bending phenomenon in water. In order to prevent this, a reinforcing member 6 made of, for example, metal or plastic is attached to the opening at the lower end, and an elastic clamping member 7 that can be closed by elastically clamping this part, or an elastic clamping member 7 that can be closed by a diver freely. A flow rate regulator 7 is installed that can be opened and closed.

この弾性圧締部材7は、例えば二枚のバネ鋼板を互に両
端において枢着し、このバネ鋼板によりホース4の下端
部を挟着するようにした部材等を用い、通常はこれによ
りホース4の下端開口部を閉鎖して内部への水の侵入を
防止し、ホース4内をアスファルト系材料8が流下して
くるとき、その重量により押開かれて開口部を開口し、
水中にアスファルト系材料8を流出させ得るように構成
したものである。
This elastic clamping member 7 is, for example, a member in which two spring steel plates are pivotally connected to each other at both ends, and the lower end of the hose 4 is sandwiched between the spring steel plates. The lower end opening is closed to prevent water from entering the inside, and when the asphalt material 8 flows down inside the hose 4, the weight of the asphalt material 8 pushes it open to open the opening.
It is constructed so that the asphalt-based material 8 can flow out into water.

流量調節器7は、例えばクリップ式あるいはネジ式等で
、潜水夫が必要に応じ開閉できるもので、施工中断時は
、これにより、ホース4の下端開口部を閉鎖して内部へ
の水の侵入を防止し、施工中には、潜水夫がこれを操作
することにより、アスファルト系材料8の流出量を適宜
調節することができるように構成したものである。
The flow rate regulator 7 is, for example, a clip type or a screw type, and can be opened and closed by a diver as necessary. When construction is interrupted, the flow rate regulator 7 closes the lower end opening of the hose 4 and prevents water from entering the interior. It is constructed so that the amount of outflow of the asphalt-based material 8 can be adjusted appropriately by a diver operating it during construction.

以上の構成において水中におけるアスファルト系材料8
の流し込み時には、パケット1にアスファルト系材料8
を投入し、流し込み装置を所定の位置に移動位置決めし
てからパケット1の下端に取付けである流量調節弁9を
遠隔操作で開くことにより、下方の鋼管2を介してホー
ス4に流下させる。
Asphalt-based material 8 in water in the above configuration
When pouring, asphalt material 8 is added to packet 1.
is introduced, the pouring device is moved to a predetermined position, and a flow rate control valve 9 attached to the lower end of the packet 1 is opened by remote control, thereby allowing the liquid to flow down to the hose 4 via the steel pipe 2 below.

ホース4は常に水圧を受けており、アスファルト系材料
8が満流時には真円状となり(第1図b)、弾性圧締部
材7を取付けた場合は、アスファルト系材料8がこれを
押し開いて水中に流出する。
The hose 4 is always under water pressure, and when the asphalt-based material 8 is in full flow, it becomes a perfect circle (Fig. 1b), and when the elastic clamping member 7 is attached, the asphalt-based material 8 pushes it open. Runs out into the water.

また流量調節器7を取り付けた場合は、潜水夫がこれを
開くことによってアスファルト系材料8が水中に流出す
る。
If a flow rate regulator 7 is installed, the asphalt-based material 8 will flow out into the water when the diver opens it.

アスファルト系材料8が流出し終ると、ホース4は水圧
により偏平となり、かつ弾性圧締部材あるいは流量調節
器が下端開口部を完全に閉鎖するので、内部への水の侵
入を確実に防止することができる。
When the asphalt-based material 8 finishes flowing out, the hose 4 becomes flat due to water pressure, and the elastic clamping member or flow rate regulator completely closes the lower end opening, thereby reliably preventing water from entering the inside. Can be done.

なお、施工中断時においては第4図aに示すようにホー
ス4内の残留材料8′は冷却固化し、ホース4は偏平状
のまま密着されるが、ホース4はアスファルト系材料と
の剥離性が良好であるため、流し込み再開によってアス
ファルト系材料8が流下してくる際には、その重量によ
り残留材料8′とホース4の内面は容易に剥離し、その
境界面をアスファルト系材料8が無理なく流下して円滑
に水中流し込み作業を行なうことができる(第4図b−
d)。
Note that when the construction is interrupted, the residual material 8' in the hose 4 cools and solidifies as shown in Figure 4a, and the hose 4 is tightly attached to the asphalt-based material while remaining flat. Since the asphalt material 8 flows down when pouring is resumed, the residual material 8' and the inner surface of the hose 4 will easily separate due to its weight, and the asphalt material 8 will not force the boundary surface between them. Underwater pouring work can be carried out smoothly by flowing down without any problem (Fig. 4 b-
d).

以上の通りこの考案によれば、フレキシブルなホースを
断熱性を有する鋼管の下端に取付けてなるので、設備が
大型化することなく廉価に構成でき、しかもホースは施
工中断時には水圧により偏平状となるので、内部に水の
侵入がなく、いわゆる逆噴現象を生ずることなく安全に
施工することができる。
As described above, according to this invention, a flexible hose is attached to the lower end of a steel pipe with heat insulation properties, so the equipment can be constructed at a low cost without increasing its size.Moreover, the hose can be flattened by water pressure when construction is interrupted. Therefore, there is no water intrusion into the interior, and construction can be carried out safely without causing the so-called back-splash phenomenon.

また、ホースは耐熱性および断熱性を有するので、高温
のアスファルト系材料の連続投入に際しても耐久性を有
し、施工中アスファルト系材料の冷却による固結を防止
することができ、さらにホースはアスファルト系材料と
の剥離効果を有するので、施工中断時に残留材料により
ホースが密着固結されても、流し込み再開によりアスフ
ァルト系材料が流下してくる際に容易に剥離し安全かつ
円滑に施工を続けることができる。
In addition, the hose has heat resistance and heat insulation properties, so it is durable even when high-temperature asphalt materials are continuously introduced, and can prevent asphalt materials from solidifying during construction due to cooling. Because it has a peeling effect with asphalt-based materials, even if the hose is tightly bound by residual material when construction is interrupted, it will be easily peeled off when pouring resumes and the asphalt-based material flows down, allowing construction to continue safely and smoothly. Can be done.

従ってこの考案の管体を用いることにより、連続的に、
しかも均一な施工が確保できるので、捨石固結のみなら
ず従来の工法では不可能であった水中での遮水壁工法に
も適用することができる。
Therefore, by using the tubular body of this invention, it is possible to continuously
Moreover, since uniform construction can be ensured, it can be applied not only to rubble consolidation, but also to underwater impermeable wall construction methods, which were impossible with conventional construction methods.

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

第1図a、 b、 cはこの考案の管体による施工状態
を示す正面図、第2図は管体の要部の縦断面図、第3図
は第2図におけるA−A断面図、第4図a、 b、 C
,dは施工中断後再開した状態を示す縦断面図である。 1・・・・・・パケット、2・・・・・・鋼管、3・・
・・・・取付け部、4・・・・・・ホース、5・・・・
・・芯材、6・・・・・・補強材、7・・・・・・弾性
圧締部材または流量調節器、8・・・・・・アスファル
ト系材料、 量調節弁。 8′・・・・・・残留材料、 9・・・・・・流 泣り団
Figures 1 a, b, and c are front views showing the construction state of the pipe body of this invention, Figure 2 is a vertical cross-sectional view of the main part of the pipe body, and Figure 3 is a cross-sectional view taken along line A-A in Figure 2. Figure 4 a, b, c
, d are vertical cross-sectional views showing a state in which construction has resumed after being interrupted. 1...Packet, 2...Steel pipe, 3...
...Mounting part, 4...Hose, 5...
... core material, 6 ... reinforcing material, 7 ... elastic clamping member or flow rate regulator, 8 ... asphalt-based material, quantity control valve. 8'...Residual material, 9...Rakidan

Claims (6)

【実用新案登録請求の範囲】[Scope of utility model registration request] (1)少なくとも内面が耐熱性、断熱性およびアスフル
ト系材料との剥離効果を有する材料からなるフレキシブ
ルなホースを断熱性を有する鋼管の下端に取付けてなる
ことを特徴とするアスファルト系材料水中流し込み用管
体。
(1) For pouring asphalt-based materials into water, characterized in that a flexible hose whose inner surface is made of a material that is heat resistant, heat-insulating, and has a peeling effect from asphalt-based materials is attached to the lower end of a steel pipe with heat-insulating properties. tube body.
(2)ホース上部の鋼管取付部外面には、めくれ込み防
止用の補強材を取付けてなることを特徴とする実用新案
登録請求の範囲第1項記載のアスファルト系材料水中流
し込み用管体。
(2) The pipe body for pouring asphalt-based material underwater according to claim 1, which is characterized in that a reinforcing material for preventing curling is attached to the outer surface of the steel pipe attachment part of the upper part of the hose.
(3)ホース下端の開口部はその内部を流下するアスフ
ァルト系材料により押開き可能な弾性圧締部材により閉
鎖してなることを特徴とする実用新案登録請求の範囲第
1項記載のアスファルト系材料水中流し込み用管体。
(3) The asphalt-based material according to claim 1 of the utility model registration, characterized in that the opening at the lower end of the hose is closed by an elastic clamping member that can be pushed open by the asphalt-based material flowing down inside. Pipe body for underwater pouring.
(4)ホース下端の開口部を段階的に開閉できる流量調
節器を取り付けたことを特徴とする実用新案登録請求の
範囲第1項記載のアスファルト系材料水中流し込み用管
体。
(4) The pipe for pouring asphalt-based material underwater according to claim 1, which is characterized by being equipped with a flow rate regulator that can open and close the opening at the lower end of the hose in stages.
(5)ホースは織布を芯材として埋込んだ珪素樹脂シー
トからなることを特徴とする実用新案登録請求の範囲第
1項記載のアスファルト系材料水中流し込み用管体。
(5) The tube for pouring asphalt-based material underwater according to claim 1, wherein the hose is made of a silicone resin sheet in which a woven fabric is embedded as a core material.
(6)ホースは織布を芯材として埋込んだふっ素樹脂シ
ートからなることを特徴とする実用新案登録請求の範囲
第1項記載のアスファルト系材料水中流し込み用管体。
(6) The tube for pouring asphalt-based material underwater according to claim 1, wherein the hose is made of a fluororesin sheet in which a woven fabric is embedded as a core material.
JP5841577U 1977-05-09 1977-05-09 Pipe body for pouring asphalt-based material underwater Expired JPS6022106Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5841577U JPS6022106Y2 (en) 1977-05-09 1977-05-09 Pipe body for pouring asphalt-based material underwater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5841577U JPS6022106Y2 (en) 1977-05-09 1977-05-09 Pipe body for pouring asphalt-based material underwater

Publications (2)

Publication Number Publication Date
JPS53153211U JPS53153211U (en) 1978-12-02
JPS6022106Y2 true JPS6022106Y2 (en) 1985-07-01

Family

ID=28957216

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5841577U Expired JPS6022106Y2 (en) 1977-05-09 1977-05-09 Pipe body for pouring asphalt-based material underwater

Country Status (1)

Country Link
JP (1) JPS6022106Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56163319A (en) * 1980-05-21 1981-12-15 Nippon Sheet Glass Co Ltd Casting method for underwater concrete or cement mortar
JP6324818B2 (en) * 2014-06-05 2018-05-16 鹿島建設株式会社 Tremy tube
JP6391537B2 (en) * 2015-07-16 2018-09-19 鹿島建設株式会社 Concrete placement apparatus and concrete placement method

Also Published As

Publication number Publication date
JPS53153211U (en) 1978-12-02

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