JP3227115B2 - Propulsion box support device - Google Patents

Propulsion box support device

Info

Publication number
JP3227115B2
JP3227115B2 JP21542597A JP21542597A JP3227115B2 JP 3227115 B2 JP3227115 B2 JP 3227115B2 JP 21542597 A JP21542597 A JP 21542597A JP 21542597 A JP21542597 A JP 21542597A JP 3227115 B2 JP3227115 B2 JP 3227115B2
Authority
JP
Japan
Prior art keywords
propulsion
pipe
sliding pipe
box
support
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 - Fee Related
Application number
JP21542597A
Other languages
Japanese (ja)
Other versions
JPH1121927A (en
Inventor
宏一 木村
Original Assignee
機動建設工業株式会社
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 機動建設工業株式会社 filed Critical 機動建設工業株式会社
Priority to JP21542597A priority Critical patent/JP3227115B2/en
Publication of JPH1121927A publication Critical patent/JPH1121927A/en
Application granted granted Critical
Publication of JP3227115B2 publication Critical patent/JP3227115B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、河川、運河等の水
底を横断して凾渠を推進埋設する水底推進工法におい
て、推進埋設された凾渠を推進完了後に、支持させる支
持装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a supporting device for supporting a buried culvert after completion of propulsion in a submerged propulsion method for propelling and burying a culvert across a water bottom of a river or a canal. is there.

【0002】[0002]

【従来技術】河川、運河等の水底に管路を構築する工法
は、一般に所定の長さに分割した凾渠を現地まで船等で
運搬して、順次水底に沈めて接続していく沈埋工法が多
く採用されていた。しかし、この工法は、凾渠の設置や
接続作業の大部分が入力による水中作業となり、作業性
や安全性に問題がある。このため、河川等に隣接した陸
地に発進立坑を構築し、その発進立坑を複数段の隔壁で
締切って複数の空間を構成し、各空間をポンプアップす
ることによって後方の空間をドライの状態にすることに
より、この空間を発進基地として推進凾渠を水底に順次
推進埋設する方法が開発されている。推進凾渠は、所定
の長さに分割されて運搬、据え付けされ、発進立坑内で
PC鋼材等によって緊張され、推進方向に一体化させる
とともに継手部の止水性を向上させる。この方法では、
水中での作業をほとんど必要としないため、作業性や安
全性が著しく向上される。
2. Description of the Related Art A method of constructing a pipeline on the bottom of a river or a canal is generally a submerged construction method in which a culvert divided into predetermined lengths is transported to a site by a ship or the like, and is successively submerged and connected to the bottom. Was often adopted. However, in this method, most of the installation and connection work of the culvert is underwater work by input, and there is a problem in workability and safety. For this reason, a starting shaft is built on land adjacent to rivers, etc., and the starting shaft is closed with multiple steps of partition walls to form a plurality of spaces, and each space is pumped up to dry the rear space. By using this space as a starting base, a method has been developed in which the propulsion culvert is sequentially buried under the water. The propulsion hood is divided into predetermined lengths, transported and installed, tensioned by PC steel or the like in the starting shaft, integrated in the propulsion direction, and improves the water stoppage of the joint. in this way,
Since almost no underwater work is required, workability and safety are significantly improved.

【0003】[0003]

【発明が解決しようとする課題】上記水底推進工法の開
発により、河川や運河等の水底へ凾渠を横断敷設させる
のに通常の推進技術によって、安全で効率良く施工が行
えるようになった。しかし、通常、河川や運河等の水底
部の土質は、腐食土や堆積土等の軟弱土で構成されてい
ることが多く、水底推進完了後に推進凾渠は時間の経過
とともに沈下が促進される。各凾列は、PC鋼材等によ
って推進方向に緊結して一体化されているので、凾渠が
不等沈下を発生することはないが、凾列に弛みが発生
し、構造物としての機能に支障を来たすこととなる。ま
た、凾列の弛みが促進されると、凾渠の継手部の開口に
よる止水性の問題や凾渠本体のヒビ割れ等を招来する問
題がでてくる。
With the development of the water bottom propulsion method described above, it has become possible to carry out the construction safely and efficiently by the usual propulsion technique for laying a culvert across a water bottom such as a river or a canal. However, in general, the soil at the bottom of the water, such as rivers and canals, is often composed of soft soil such as corroded soil and sedimentary soil. . Since each box is tightly integrated in the direction of propulsion with PC steel, etc., the box does not sink unequally, but the box is loosened and functions as a structure. It will cause trouble. Further, if the loosening of the box is promoted, there arises a problem of water stoppage due to the opening of the joint portion of the box and a problem of causing cracking of the box body.

【0004】このため、本発明は水底推進工法によって
推進埋設された凾列が、沈下や弛みを発生させることの
ない推進凾渠の支持装置を提供するものである。
[0004] For this reason, the present invention provides a support device for a propulsion culvert in which a column buried by a submarine propulsion method does not cause sinking or loosening.

【0005】[0005]

【課題を解決するための手段】すなわち本発明の構成
は、所定の長さをもち一端は注入孔付きの盲蓋を設け他
端は開口した中空のパイプと、前記パイプの内側には軸
方向に1ヵ所または複数ヵ所に穿設した貫通孔を有し内
壁に内接するように摺動可能に設置した摺動パイプと、
より構成される支持杭を推進凾渠の両側面に一定間隔を
おいて固設した推進凾渠の支持装置である。
That is, according to the present invention, there is provided a hollow pipe having a predetermined length and one end provided with a blind lid having an injection hole and the other end opened, and an axial direction inside the pipe. A sliding pipe having a through-hole drilled at one or more locations and slidably installed so as to be inscribed in the inner wall;
This is a supporting device for a propulsion hood in which supporting piles composed of fixed ridges are fixed on both sides of the propulsion hood at regular intervals.

【0006】中空のパイプとしては、凾渠を支持するた
めに比較的強度のある鋼材が用いられる。中空のパイプ
は、水中に設置されるので腐食しない材質のものを使用
することが重要となる。中空パイプの長さは、土質条件
や凾渠の大きさを考慮して決定される。
As the hollow pipe, a relatively strong steel material is used to support the culvert. Since the hollow pipe is installed in water, it is important to use a material that does not corrode. The length of the hollow pipe is determined in consideration of soil conditions and the size of the culvert.

【0007】摺動パイプは、中空パイプの長さよりやや
短い長さで、中空パイプ内面に内接するように製作され
ている。摺動パイプに穿設される貫通孔としては、比較
的小径で穿孔し、注入孔から溶液を高圧で噴射できる機
構としている。貫通孔の穿孔数は、摺動パイプの断面に
もよるが、断面形状が小さいときは中央に1ヵ所とする
こともできるが、円周方向に均等に複数ヵ所穿孔するこ
とにより効率の良い噴射で孔を形成することできる。
[0007] The sliding pipe has a length slightly shorter than the length of the hollow pipe and is manufactured so as to be inscribed in the inner surface of the hollow pipe. The through hole formed in the sliding pipe has a relatively small diameter so that the solution can be injected from the injection hole at a high pressure. The number of perforations depends on the cross section of the sliding pipe, but when the cross section is small, it can be located at one place in the center. Can form a hole.

【0008】上記により構成された支持杭は、推進凾渠
の両側面の外壁部に固設される。支持杭の本数は、凾渠
断面の大きさや土質条件に応じて両側面に1本づつ配設
したり、両側面に一対づつ配設する。また、推進凾渠を
PC鋼材等で一体化するように緊結しておく技術を併用
することにより、本支持杭を配設した推進凾渠を数本置
きに設置することができる。
[0008] The support pile constructed as described above is fixed to the outer wall portions on both side surfaces of the propulsion box. The number of supporting piles may be one on each side or one pair on both sides, depending on the size of the cross section and soil conditions. In addition, by using together the technique of fastening the propulsion hood with a PC steel material or the like, it is possible to install several propulsion hoods on which the support piles are disposed.

【0009】摺動パイプの頭部には簡易的なシール材を
装着させておくことにより、中空のパイプと摺動パイプ
の隙間からの漏水を防止でき、効率の良い貫通孔からの
噴射や摺動パイプの圧入が行える。
By attaching a simple sealing material to the head of the sliding pipe, it is possible to prevent water leakage from a gap between the hollow pipe and the sliding pipe, and to efficiently spray and slide through the through hole. The moving pipe can be pressed.

【0010】本発明の推進凾渠の支持装置により、水底
推進施工完了後、凾渠内より高圧水を注入孔から注入す
ることにより、摺動パイプの頭部を加圧するとともに貫
通孔の先端から高圧水を噴射させて地盤を切削する。高
圧水の噴射による地盤の切削と摺動パイプの加圧により
摺動パイプは地中に効率良く貫入されていく。所定の摺
動パイプの貫入が完了すると、注入孔より充填材が中空
のパイプと摺動パイプ頭部の空隙および貫通孔内に注入
され、支持杭の固定が行われる。
[0010] With the support device of the propulsion box according to the present invention, after the completion of submerged propulsion, high pressure water is injected from the injection hole from the inside of the box to pressurize the head of the sliding pipe and to apply pressure from the tip of the through hole. The ground is cut by injecting high-pressure water. The sliding pipe is efficiently penetrated into the ground by cutting the ground by high-pressure water injection and pressurizing the sliding pipe. When the penetration of the predetermined sliding pipe is completed, the filler is injected into the hollow pipe and the gap between the head of the sliding pipe and the through hole from the injection hole, and the support pile is fixed.

【0011】[0011]

【発明の実施の形態】以下、本発明の形態を図面に基づ
いて説明する。図1は、本発明の推進凾渠の支持装置を
説明する横断面図である。推進凾渠1は、一般に所定の
長さに分割されて工場等で製作される。推進凾渠1の隅
部には軸方向に緊結孔5が設けられ、断面形状に応じた
PC鋼材で各推進凾渠1との緊結が行われる。推進凾渠
1の両側面には、所定の長さをもった支持杭2が埋め込
まれている。支持杭2の先端は、推進凾渠1の底面と同
一となるように固設されている。支持杭2は、一端に注
入孔9を装備した盲蓋10を設け、他端は開口した中空
のパイプ3内に、摺動パイプ4を挿設した構成となって
いる。中空パイプ3の頂部に設けられた注入孔9には、
注入ホース6が接続され、推進凾渠1の内側に延長して
取り付けられる。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a cross-sectional view illustrating a support device for a propulsion box according to the present invention. The propulsion box 1 is generally divided into a predetermined length and manufactured at a factory or the like. Tightening holes 5 are provided in the corners of the propulsion hood 1 in the axial direction, and each of the propulsion hoods 1 is tied to each of the propulsion hoods 1 by a PC steel material according to the cross-sectional shape. Support piles 2 each having a predetermined length are embedded on both sides of the propulsion box 1. The tip of the support pile 2 is fixed so as to be the same as the bottom surface of the propulsion box 1. The supporting pile 2 has a configuration in which a blind lid 10 provided with an injection hole 9 is provided at one end, and a sliding pipe 4 is inserted into a hollow pipe 3 which is open at the other end. The injection hole 9 provided at the top of the hollow pipe 3 has:
The injection hose 6 is connected and is extended and installed inside the propulsion vessel 1.

【0012】図2は、本発明の支持杭を説明する断面図
である。支持杭2は、頂部には注入孔9を設けた盲蓋1
0が取り付けられ、下端は開口された中空パイプ3に、
軸方向に4ヵ所穿設した貫通孔7を有する摺動パイプ4
が挿設されている。摺動パイプ9は、中空のパイプ3の
長さよりやや短く、中空のパイプ3内に内接して摺動可
能に製作されている。摺動パイプ4の頭部には、簡易的
なシール材8が設置されて中空パイプ3と摺動パイプ4
の隙間からの漏水を防止させる。
FIG. 2 is a sectional view illustrating a support pile according to the present invention. The supporting pile 2 has a blind lid 1 provided with an injection hole 9 at the top.
0 is attached and the lower end is in the open hollow pipe 3,
Sliding pipe 4 having through holes 7 drilled at four locations in the axial direction
Is inserted. The sliding pipe 9 is slightly shorter than the length of the hollow pipe 3 and is slidably inscribed in the hollow pipe 3. A simple sealing material 8 is installed at the head of the sliding pipe 4 so that the hollow pipe 3 and the sliding pipe 4
To prevent water leakage from gaps.

【0013】本実施形態では、摺動パイプ4に穿設させ
る貫通孔7を4ヵ所で例示したが、支持杭2の断面に応
じて1ヵ所としたり、複数ヵ所と変更することができ
る。また、支持杭2の長さは、土質条件や推進凾渠1の
大きさに応じて決定される。
In this embodiment, four through holes 7 are formed in the sliding pipe 4. However, the number of through holes 7 may be one or a plurality of depending on the cross section of the support pile 2. The length of the support pile 2 is determined according to the soil conditions and the size of the propulsion box 1.

【0014】図3は、推進凾渠の支持状況を説明する側
面図である。推進凾渠1の側面には、下方に向かって広
がる一対の斜杭2が固設され、推進完了後に注入孔9よ
り注入された高圧水により、摺動パイプ4は下方に圧入
される。
FIG. 3 is a side view for explaining the state of support of the propulsion box. A pair of slant piles 2 extending downward are fixed on the side surface of the propulsion box 1 and the sliding pipe 4 is pressed downward by high-pressure water injected from an injection hole 9 after completion of propulsion.

【0015】支持杭2の固設本数は、推進凾渠1の断面
や土質条件によって両側面に1本づつ配設したり、複数
本配設される。また、支持杭2を固設する推進凾渠1の
間隔も前記した支持杭2の本数と土質条件や推進凾渠1
断面を加味して決定される。
Depending on the cross section of the propulsion box 1 and soil conditions, the number of the fixed support piles 2 may be one on each side or a plurality of the support piles. Further, the distance between the propulsion box 1 where the support pile 2 is fixed and the number of the support piles 2 and the soil condition,
Determined in consideration of the cross section.

【0016】次に、本発明の支持装置の施工方法につい
て説明する。水底推進の施工が完了すると、立坑内から
推進凾渠1内に高圧水注入装置(図示省略)が搬入さ
れ、注入ホース6に高圧水Wが注入される。高圧水W
は、注入孔9を通り中空のパイプ3に入り、摺動パイプ
4の頭部を加圧するとともに、摺動パイプ4に設けられ
た貫通孔7を通り先端で高圧水Wを噴射する。貫通孔7
の先端から噴射される高圧水Wの地盤Gの切削と、摺動
パイプ4の加圧により摺動パイプ4は地盤G内に貫入さ
れていく。所定の深さまで摺動パイプ4の貫入が完了す
ると、注入孔9より充填材が注入され、中空のパイプ3
と摺動パイプ4頭部の空隙と貫通孔7を充填し、さらに
摺動パイプ4の先端の地盤Gを固結させる。充填材とし
ては、セメント系や樹脂系の材料が用いられ、土質条件
等を考慮して決定される。
Next, a method of installing the support device of the present invention will be described. When the construction of the underwater propulsion is completed, a high-pressure water injection device (not shown) is carried into the propulsion box 1 from the shaft, and high-pressure water W is injected into the injection hose 6. High pressure water W
Enters the hollow pipe 3 through the injection hole 9, pressurizes the head of the sliding pipe 4, and injects high-pressure water W at the tip through the through hole 7 provided in the sliding pipe 4. Through hole 7
The sliding pipe 4 penetrates into the ground G by cutting the ground G with the high-pressure water W injected from the tip of the sliding pipe 4 and pressurizing the sliding pipe 4. When the penetration of the sliding pipe 4 is completed to a predetermined depth, the filler is injected from the injection hole 9 and the hollow pipe 3 is filled.
Then, the gap at the head of the sliding pipe 4 and the through hole 7 are filled, and the ground G at the tip of the sliding pipe 4 is further consolidated. As the filler, a cement-based or resin-based material is used, and is determined in consideration of soil conditions and the like.

【0017】[0017]

【発明の効果】本発明の推進凾渠の支持装置により、水
底の軟弱な土質でも推進埋設完了後に容易で効率良く支
持杭を貫入することができるとともに、水底に構築され
た推進承列の沈下や弛みを確実に防止することができ
る。また、推進凾渠を緊結する技術を併用することによ
り、推進凾渠に設置する支持装置の間隔を大きくするこ
とができ経済的となる。
According to the supporting device for a propulsion culvert according to the present invention, it is possible to easily and efficiently penetrate a supporting pile after completion of propulsion burial even with soft soil at the bottom of the water, and to sink a propulsion support line constructed on the water bottom. And loosening can be reliably prevented. In addition, by using a technique for binding the propulsion box, the distance between the supporting devices installed on the propulsion box can be increased, which is economical.

【0018】[0018]

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

【図1】本発明の推進凾渠の支持装置を説明する横断面
図である。
FIG. 1 is a cross-sectional view illustrating a supporting device for a propulsion box according to the present invention.

【図2】本発明の支持杭を説明する断面図である。FIG. 2 is a sectional view illustrating a support pile according to the present invention.

【図3】推進凾渠の支持状況を説明する側面図である。FIG. 3 is a side view for explaining the support situation of the propulsion hood.

【符号の説明】[Explanation of symbols]

1 推進凾渠 2 支持杭 3 中空のパイプ 4 摺動パイプ 5 緊結孔 6 注入ホース 7 貫通孔 8 シール材 9 注入孔 10 盲蓋 11 充填材 DESCRIPTION OF SYMBOLS 1 Propulsion box 2 Support pile 3 Hollow pipe 4 Sliding pipe 5 Tightening hole 6 Injection hose 7 Through hole 8 Sealing material 9 Injection hole 10 Blind lid 11 Filling material

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】発進立坑内で凾渠を順次接続して水底下に
推進凾渠を推進埋設していく水底推進工法の凾渠支持装
置において、所定の長さをもち一端は注入孔付きの盲蓋
を設け他端は開口した中空のパイプと、前記パイプの内
側には軸方向に1ヵ所または複数ヵ所に穿設した貫通孔
を有し内壁に内接するように摺動可能に設置した摺動パ
イプと、より構成される支持杭を推進凾渠の両側面に一
定間隔をおいて固設したことを特徴とする推進凾渠の支
持装置。
In a submersible pontoon supporting apparatus for a water bottom propulsion method, in which a propulsion canal is buried under a water bottom by sequentially connecting a canal in a starting shaft, one end of which has an injection hole at one end. A hollow pipe provided with a blind lid, the other end of which is open, and a slide which is provided inside the pipe and has a through hole formed at one or more locations in the axial direction so as to be slidably inscribed on the inner wall. A support device for a propulsion culvert, comprising a support pipe composed of a moving pipe and fixed on both sides of a propulsion hood at a fixed interval.
JP21542597A 1997-07-03 1997-07-03 Propulsion box support device Expired - Fee Related JP3227115B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21542597A JP3227115B2 (en) 1997-07-03 1997-07-03 Propulsion box support device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21542597A JP3227115B2 (en) 1997-07-03 1997-07-03 Propulsion box support device

Publications (2)

Publication Number Publication Date
JPH1121927A JPH1121927A (en) 1999-01-26
JP3227115B2 true JP3227115B2 (en) 2001-11-12

Family

ID=16672134

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21542597A Expired - Fee Related JP3227115B2 (en) 1997-07-03 1997-07-03 Propulsion box support device

Country Status (1)

Country Link
JP (1) JP3227115B2 (en)

Also Published As

Publication number Publication date
JPH1121927A (en) 1999-01-26

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