JPS61122327A - Device of pressing-in and supporting well caisson - Google Patents

Device of pressing-in and supporting well caisson

Info

Publication number
JPS61122327A
JPS61122327A JP24303684A JP24303684A JPS61122327A JP S61122327 A JPS61122327 A JP S61122327A JP 24303684 A JP24303684 A JP 24303684A JP 24303684 A JP24303684 A JP 24303684A JP S61122327 A JPS61122327 A JP S61122327A
Authority
JP
Japan
Prior art keywords
support beam
well
support
well caisson
press
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
JP24303684A
Other languages
Japanese (ja)
Other versions
JPH0468411B2 (en
Inventor
Seiji Iwasa
岩沙 政治
Yoshisuke Isowa
磯和 祺祐
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.)
NIPPON FUME CAN KK
Nittoku Kensetsu KK
Original Assignee
NIPPON FUME CAN KK
Nittoku Kensetsu KK
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 NIPPON FUME CAN KK, Nittoku Kensetsu KK filed Critical NIPPON FUME CAN KK
Priority to JP24303684A priority Critical patent/JPS61122327A/en
Publication of JPS61122327A publication Critical patent/JPS61122327A/en
Publication of JPH0468411B2 publication Critical patent/JPH0468411B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02Placing by driving
    • E02D7/06Power-driven drivers
    • E02D7/14Components for drivers inasmuch as not specially for a specific driver construction
    • E02D7/16Scaffolds or supports for drivers

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE:To perform rapid sinking and installation of a well caisson, by a method wherein the well caisson is secured to a second support beam, the second beam is engaged with the upper surface of a first support beam to support the well caisson, and the second support beam is disposed to the under surface of the first support beam to press in the well caisson. CONSTITUTION:The upper end of a well caisson W is secured to the undersurface of a second support beam 10, the second support beam 10 is engaged with the upper surface of the first support beam 7, and this causes supporting of the well caisson W to a support frame 1. After, with this, a ground in the vicinity of the lower end of the well caisson W is excavated down to a given depth, the second support beam 10 is removed from the well caisson W. After the first support beam 7 is raised by means of a hydraulic jack 8, the second support beam 10 is secured to the well caisson W again, and the first support beam 7 is lowered with the aid of the hydraulic jack 8 to press the well caisson W into a ground. This enables to perform supporting and pressing-in of the well caisson W only through engagement of the second support beam with the first support beam, and permits rapid sinking and installation of the well caisson W.

Description

【発明の詳細な説明】 この発明は井筒を地盤に沈設する際に使用する圧入支持
装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a press-fit support device used when sinking a well into the ground.

一般に、井筒の沈設施工に際しては、井筒の上端部を支
持した状態で先端部付近の地盤を掘削し、掘削後井筒の
自重によりまたは圧入によりそれを沈設するというよう
な手法がとられている。、上記のような沈設施工に使用
する圧入支持装置は、従来種々提案されているが、いず
れも部材数が多く、支持状態から圧入状態への切換え、
あるいは井筒の継ぎ足し等の点で取扱操作が面倒であり
、沈設施工を迅速に行ない得な  ゛いという欠点があ
った。
Generally, when constructing a well, the upper end of the well is supported while the ground near its tip is excavated, and after excavation, the well is sunk by its own weight or by press-fitting. Various types of press-fit support devices have been proposed for use in the above-mentioned submerged construction, but all of them have a large number of parts, and it is difficult to switch from the support state to the press-fit state.
Another drawback is that it is cumbersome to handle in terms of adding wells, etc., and it is not advantageous to carry out submergence construction quickly.

この発明は上記のような従来装置のもつ問題点を解消し
、沈設施工の迅速化を図ることができる井筒の圧入支持
装置を提供することを目的とする。
It is an object of the present invention to provide a press-fit support device for a well that can solve the problems of the conventional devices as described above and speed up the submergence construction.

すなわちこの発明は、それぞれ中央が開口している横向
きの上゛下部枠間に複数の支柱が設けられた支持フレー
ムと、前記支柱間に昇降可能に互いに対向して配置され
、かつ前記上部枠に懸吊支持された少くとも1対の横向
きの第1支持梁と、この第1支持梁間に横向きに配置さ
れ、中間部に井筒の取付部が設けられた第2支持梁であ
って、両端部が前記第1支持梁に係合可能な第2支持梁
と、前記支持フレームに設けられ、前記第1支持梁を昇
降させる作動部材とを具えてなることを特徴とする井筒
の圧入支持装置にある。
That is, the present invention includes a support frame in which a plurality of columns are provided between horizontal upper and lower frames, each of which is open in the center; at least one pair of horizontal first support beams that are suspended and supported; and a second support beam that is disposed laterally between the first support beams and has a well mounting portion in the middle, the second support beam having both ends. A press-fit support device for a well, comprising: a second support beam that can be engaged with the first support beam; and an operating member that is provided on the support frame and that raises and lowers the first support beam. be.

以下図面に示す実施例について説明する。The embodiments shown in the drawings will be described below.

第1〜5図はこの発明の第1実施例を示し、1は支持フ
レームであって、この支持フレーム1は中央が開口して
いる横向きの上下部枠2゜3を有し、上下部枠2,3間
には複数(図示の例では4本)の支柱5が設けられてい
る。支柱5には案内溝6が形成され、支柱5,5間には
両端部を案内溝6に挿入された1対の横向きの第1支持
梁7が昇降可能に配置され、この第1支持梁7は上部枠
2に設けられた作動部材を構、      Ilj、t
 6 ’II m t’ (7)M M ’j ’r 
y ’r 8 (7)°″91付けられることにより、
上部枠2に懸吊支持されている。そしてこの第1支持梁
7は液圧ジヤツキ8の作動により昇降するようになって
いる。
1 to 5 show a first embodiment of the present invention, 1 is a support frame, and this support frame 1 has horizontal upper and lower frames 2 and 3 that are open in the center. A plurality of (four in the illustrated example) pillars 5 are provided between 2 and 3. A guide groove 6 is formed in the support column 5, and a pair of horizontal first support beams 7 with both ends inserted into the guide groove 6 are disposed between the support columns 5, 5 so as to be movable up and down. 7 designates an operating member provided on the upper frame 2, Ilj, t
6 'II m t' (7) M M 'j 'r
By adding y 'r 8 (7)°''91,
It is suspended and supported by the upper frame 2. The first support beam 7 is raised and lowered by the operation of a hydraulic jack 8.

10は互いに平行な1対の梁部材10a、 10bを具
えた第2支持梁であって、この第2支持梁10は中間部
に井筒の取付部11が設けられ、各梁部材1(la、 
10bの両端部は第1支持梁7に係合可能となっている
。13は支持フレーム1を地盤Eに支承するアウトリガ
−114は井筒を仮支持する支持桁、15は支持桁14
の先端に設けられたガイドローラである。
Reference numeral 10 denotes a second support beam that includes a pair of beam members 10a and 10b parallel to each other, and this second support beam 10 is provided with a well mounting portion 11 in the middle, and each beam member 1 (la,
Both ends of 10b can be engaged with the first support beam 7. 13 is an outrigger that supports the support frame 1 on the ground E; 114 is a support girder that temporarily supports the well; 15 is a support girder 14;
This is a guide roller provided at the tip of the

次に上記装置の使用について説明する。第1図および゛
第2,3図は多数のプレキャストコンクリート製井筒ユ
ニットを積重ねて連結してなる井iwを支持している状
態を示し、このとき井筒Wの上端部は第2支持梁10の
取付部11の下面に固定され、また第2支持梁10の各
梁部材10a、 10bはその両端部が第1支持梁7の
上面に係合しており、それにより井筒Wは第2支持梁1
0゜第1支持梁7および液圧ジヤツキ8を介して支持フ
レーム1に支持されている。この状態で井筒W内に挿入
された図示しない掘削機により井筒の先端部付近の地盤
を掘削する。
Next, the use of the above device will be explained. 1 and 2 and 3 show a state in which a well iw formed by stacking and connecting a large number of precast concrete well units is supported, and at this time, the upper end of the well W is connected to the second support beam 10. The beam members 10a and 10b of the second support beam 10 are fixed to the lower surface of the mounting portion 11, and both ends of the beam members 10a and 10b of the second support beam 10 engage with the upper surface of the first support beam 7. 1
0° It is supported by the support frame 1 via the first support beam 7 and the hydraulic jack 8. In this state, an excavator (not shown) inserted into the well W excavates the ground near the tip of the well.

所定深さだけ掘削を行ったら、第2支持梁10を井筒W
から取外して第1支持梁7から一旦離脱させるとともに
、第1支持梁7を液圧ジヤツキ8の作動により適宜高さ
まで上昇させた後、第4,5図に示すように第2支持梁
10をその取付部11において井筒Wに再び固定する。
After excavating to a predetermined depth, the second support beam 10 is
After removing it from the first support beam 7 and raising it to an appropriate height by operating the hydraulic jack 8, the second support beam 10 is removed as shown in FIGS. It is fixed again to the well W at the attachment part 11.

そして液圧ジヤツキ8の作動により第1支持梁7を下降
させて、その下面に第2支持梁10における各°  梁
部材10a、 10bの両端部を係合させ、この状態で
第1支持梁7をさらに下降させて井筒Wを地盤に圧入す
る。なお、地盤が軟弱であって井筒が自重で沈下するよ
うであれば、第1〜3図示のような支持状態のまま第1
支持梁7を下降させて井筒Wを自沈させ、前記のような
圧入操作を行わなくともよい。
Then, the first support beam 7 is lowered by the operation of the hydraulic jack 8, and both ends of the respective beam members 10a, 10b of the second support beam 10 are engaged with the lower surface of the first support beam 7, and in this state, the first support beam 7 is lowered. is further lowered and the well W is press-fitted into the ground. In addition, if the ground is soft and the well sinks due to its own weight, it should be
It is also possible to lower the support beam 7 and scuttle the well W, thereby eliminating the need to perform the press-fitting operation as described above.

井筒Wの圧入後、第6図に示すように第2支持梁10を
井筒Wから取外し、井筒Wの上端部に新たな井筒ユニッ
トを継ぎ足して第1〜3図示の状態とし、前記と同様の
操作により井筒の沈設を行う。地盤が軟弱である場合は
、井筒二ニットの外周面に支持桁14と係合可能なブラ
ケット16を仮止めしておき、井筒の圧入の際あるいは
新たな井筒ユニットの継ぎ足しの際に井筒が地表面下に
自沈しないようになる。
After the Izutsu W is press-fitted, the second support beam 10 is removed from the Izutsu W as shown in FIG. The well is sunk by operation. If the ground is soft, temporarily fix the bracket 16 that can engage with the support girder 14 on the outer circumferential surface of the Izutsu Ni-knit so that the Izutsu is on the ground when press-fitting the Izutsu or adding a new Izutsu unit. No longer scuttling below the surface.

第7〜9図は第2実施例を示し、この実施例においては
第2支持梁10の各梁部材10a、 10bが筒状をな
し、その両端部に係合部12が収納されている。係合部
12は各梁部材10a、 lob内に設置された液圧ジ
ヤツキ17の作動により梁部材10a。
7 to 9 show a second embodiment, in which each beam member 10a, 10b of the second support beam 10 has a cylindrical shape, and the engaging portions 12 are housed at both ends thereof. The engaging portion 12 is connected to each beam member 10a by actuation of a hydraulic jack 17 installed in each beam member 10a.

10bの長手方向に伸縮しく第9図参照)、第1支持梁
7に係合離脱自在となっている。
10b can be expanded and contracted in the longitudinal direction (see FIG. 9), and can be freely engaged with and disengaged from the first support beam 7.

この実施例のものの使用にあたっては、第7図示の係合
部12が第1支持梁7の上面に係合した支持状態から第
8図示の係合部12が第1支持梁7の下面に係合した圧
入状態へ切換えるに際し、係合部12を伸縮させるとと
もに、第1支持梁7を昇降させればよく、その際第2支
持梁10を井筒Wから取外す必要がなく、切換え作業を
容易にしかも短時間で行うことができる。
When using this embodiment, the engaging portion 12 shown in FIG. When switching to the press-fitted state, it is sufficient to expand and contract the engaging portion 12 and raise and lower the first support beam 7. At this time, there is no need to remove the second support beam 10 from the well W, which facilitates the switching operation. Moreover, it can be done in a short time.

第10.11図は第3実施例を示し、この実施例におい
ては第1支持梁7が上下に間隔を置いて固定された1対
の梁部材7a、7bによって構成され、第2支持梁10
の係合部12は梁部材7a、 7b間に挿入されて係合
するようになっている。また梁部材7a、 7bにはハ
ンドル付きねじ軸18が枢着され、このねじ軸18が係
合部12に螺着し、ねじ軸18の回動により係合部12
が伸縮するようになっている。係合部12の伸縮動作は
第1実施例と同様に液圧ジヤツキによって行うようにし
てもよい。この実施例によれば、支持状態から即座に圧
入状態へ切換えることができる。
FIG. 10.11 shows a third embodiment, in which the first support beam 7 is constituted by a pair of beam members 7a and 7b fixed at a vertical interval, and the second support beam 10
The engaging portion 12 is inserted between the beam members 7a and 7b to engage with each other. Further, a screw shaft 18 with a handle is pivotally attached to the beam members 7a and 7b.
is designed to expand and contract. The expansion and contraction operation of the engaging portion 12 may be performed by a hydraulic jack as in the first embodiment. According to this embodiment, it is possible to immediately switch from the supporting state to the press-fitting state.

第12.13図は第4実施例を示し、この実施例は第1
支持梁7を昇降させる作動部材としてダブルドラム付き
ウィンチ19を用い、それを下部枠3に設置したもので
ある。一方のドラムのワイヤ20は梁部材7a、 7b
を貫通し、かつ上部枠2に設けられた滑車21に巻掛け
られたうえで梁部へ      材7aに固定され、他
方のドラムのワイヤ22は梁部材7bに固定されている
。ワイヤ20.22の静止状態において井筒Wが支持さ
れ、ワイヤ20.22の巻取りおよび巻戻し動作により
井mWが地盤に圧入される。
Figure 12.13 shows a fourth embodiment, which is similar to the first
A winch 19 with a double drum is used as an operating member for raising and lowering the support beam 7, and is installed on the lower frame 3. The wires 20 of one drum are beam members 7a and 7b.
The wire 22 of the other drum is fixed to the beam member 7b.The wire 22 of the other drum is fixed to the beam member 7b. When the wire 20.22 is in a stationary state, the well W is supported, and the well mW is press-fitted into the ground by the winding and unwinding operations of the wire 20.22.

上記各実施例のものは陸上で施工する場合に限らず、水
上で施工する場合にも適用できる。
The above embodiments can be applied not only to construction on land but also to construction on water.

すなわち第14図に第1実施例のものを示すように、水
底に打込んだ複数の鋼管支柱23間に作業台24を設置
し、この作業台24に支持フレーム1を固定すればよい
That is, as shown in the first embodiment in FIG. 14, a workbench 24 may be installed between a plurality of steel pipe supports 23 driven into the bottom of the water, and the support frame 1 may be fixed to this workbench 24.

この発明は上記のようであって、井筒が取付けられる第
2支持梁の両端部を第1支持梁に係合させるだけで、井
筒の支持あるいは圧入を行うことができ、しかも井筒の
支持状態から圧入状態への切換え、あるいは井筒の継ぎ
足し作業を容易に行え、井筒の沈設施工を迅速に行うこ
とができ、また構造が簡単で製作が容易である等の効果
を有する。
This invention is as described above, and the well can be supported or press-fitted simply by engaging both ends of the second support beam to which the well is attached to the first support beam, and moreover, the well can be supported or press-fitted from the supporting state of the well. It has the following effects: switching to a press-fitting state or adding a well can be easily performed, the well can be sunk quickly, and the structure is simple and manufacturing is easy.

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

第1図はこの発明の第1実施例であって、井筒の支持状
態を示す斜視図、第2,3図は同上のものの同状態を示
すそれぞれ正面図および平面図、第4,5図は同上のも
のの圧入状態を示すそれぞれ正面図および平面図、第6
図は井筒の継ぎ足し時の斜視図、第7図はこの発明の第
2実施例であって、井筒の支持状態を示す斜視図、第8
図は同上のものの圧入状態を示す斜視図、第9図は第2
支持梁の平面図、第10図はこの発明の第3実施例であ
って井筒の支持および圧入状態を示す斜視図、第11図
は第2支持梁の平面図、第12図はこの発明の第4実施
例であって井筒の支持および圧入状態を示す斜視図、・
第13図は同上のものの正面図、第14図は水上施工の
例を示す斜視図。 1・・支持フレーム 2・・・上部枠 3・・・下部枠    5・・・支 柱7・・・第1支
持梁  8・・・液圧ジヤツキ10・・・第2支持梁 
 10a、 10b・・・梁部材11・・・取付部  
  12・・・係合部19・・・ウィンチ   W・・
・井 筒邑l霞 竿10 [!1 f&pH2図 ffi+4閏
FIG. 1 is a perspective view showing the supported state of the well, FIG. 1 is a perspective view showing the supported state of the well, FIGS. 2 and 3 are front views and plan views showing the same state as above, and FIGS. A front view and a plan view showing the press-fit state of the same as above, No. 6
FIG. 7 is a perspective view of the well when the well is added; FIG. 7 is a perspective view of the second embodiment of the invention, showing the supported state of the well;
The figure is a perspective view showing the press-fitted state of the same as above, and Fig. 9 is a perspective view of the same as above.
FIG. 10 is a plan view of the support beam, and FIG. 10 is a perspective view showing the supporting and press-fitting state of the well, FIG. 11 is a plan view of the second support beam, and FIG. 12 is the third embodiment of the present invention. A perspective view showing the support and press-fitting state of the well in the fourth embodiment.
FIG. 13 is a front view of the same as above, and FIG. 14 is a perspective view showing an example of construction on water. 1... Support frame 2... Upper frame 3... Lower frame 5... Support column 7... First support beam 8... Hydraulic jack 10... Second support beam
10a, 10b...beam member 11...attachment part
12...Engagement part 19...Winch W...
・Izutsu-mura Kasumikan 10 [! 1 f&pH2 diagram ffi+4 leap

Claims (1)

【特許請求の範囲】[Claims] 1、それぞれ中央が開口している横向きの上下部枠間に
複数の支柱が設けられた支持フレームと、前記支柱間に
昇降可能に互いに対向して配置され、かつ前記上部枠に
懸吊支持された少くとも1対の横向きの第1支持梁と、
この第1支持梁間に横向きに配置され、中間部に井筒の
取付部が設けられた第2支持梁であって、両端部が前記
第1支持梁に係合可能な第2支持梁と、前記支持フレー
ムに設けられ、前記第1支持梁を昇降させる作動部材と
を具えてなることを特徴とする井筒の圧入支持装置。
1. A support frame in which a plurality of columns are provided between horizontal upper and lower frames each having an opening in the center; at least one pair of transverse first support beams;
a second support beam disposed laterally between the first support beams and provided with a well mounting portion in the intermediate portion, the second support beam having both ends engageable with the first support beam; A press-fit support device for a well, comprising: an operating member that is provided on a support frame and moves the first support beam up and down.
JP24303684A 1984-11-16 1984-11-16 Device of pressing-in and supporting well caisson Granted JPS61122327A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24303684A JPS61122327A (en) 1984-11-16 1984-11-16 Device of pressing-in and supporting well caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24303684A JPS61122327A (en) 1984-11-16 1984-11-16 Device of pressing-in and supporting well caisson

Publications (2)

Publication Number Publication Date
JPS61122327A true JPS61122327A (en) 1986-06-10
JPH0468411B2 JPH0468411B2 (en) 1992-11-02

Family

ID=17097893

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24303684A Granted JPS61122327A (en) 1984-11-16 1984-11-16 Device of pressing-in and supporting well caisson

Country Status (1)

Country Link
JP (1) JPS61122327A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11078788B1 (en) * 2020-07-08 2021-08-03 Ician Engineering Contractors Co., Ltd. Apparatus and method for sinking concrete shaft

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5540731A (en) * 1978-09-18 1980-03-22 Asahi Chem Ind Co Ltd Preparation of polyamide composition containing melamine cyanurate

Patent Citations (1)

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JPS5540731A (en) * 1978-09-18 1980-03-22 Asahi Chem Ind Co Ltd Preparation of polyamide composition containing melamine cyanurate

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* Cited by examiner, † Cited by third party
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US11078788B1 (en) * 2020-07-08 2021-08-03 Ician Engineering Contractors Co., Ltd. Apparatus and method for sinking concrete shaft

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