JPS62273312A - Floating-sinking type boring tower - Google Patents

Floating-sinking type boring tower

Info

Publication number
JPS62273312A
JPS62273312A JP11580986A JP11580986A JPS62273312A JP S62273312 A JPS62273312 A JP S62273312A JP 11580986 A JP11580986 A JP 11580986A JP 11580986 A JP11580986 A JP 11580986A JP S62273312 A JPS62273312 A JP S62273312A
Authority
JP
Japan
Prior art keywords
tower
floating
base
floating body
chambers
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
JP11580986A
Other languages
Japanese (ja)
Other versions
JPH0377886B2 (en
Inventor
Yuji Fukuda
裕二 福田
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.)
GEIYO TEKKO KENSETSU KK
Original Assignee
GEIYO TEKKO 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 GEIYO TEKKO KENSETSU KK filed Critical GEIYO TEKKO KENSETSU KK
Priority to JP11580986A priority Critical patent/JPS62273312A/en
Publication of JPS62273312A publication Critical patent/JPS62273312A/en
Publication of JPH0377886B2 publication Critical patent/JPH0377886B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE:To obtain a boring tower which can be easily transported and set by a method in which plural independent floating chambers are formed in a base float to be landed to the seabed, and a tower with a working platform is rotatably attached to the base float. CONSTITUTION:Hollow steel tubes 6 are connected into a rectangular frame form, and partition plates 7 are set on adequate places in the tubes 6 to form a base float 5 having plural independent floating chambers 8 and 9. Two struts 17 of steel tubes are rotatably provided through a supporting point 16 to the upside of the float 5, and a working platform 4 is attached to the end of the struts 17. The boring tower is towed on sea to a setting place under a condition that the struts 17 of the tower part 18 are fallen down horizontally. The tower part 18 is erected by stays 19 on the setting plate, and water is charged into the chambers 8 and 9 to settle the base float 5 on the seabed.

Description

【発明の詳細な説明】 体)産業上の利用分野 本発明は比較的浅い海底のボーリシジ用タワーに関し、
海上に浮上させてポーリシグ地点の海面迄海上を曳航し
て運搬した後、基部が海底に達する迄沈め、ボーリシグ
地点に設置し得るポーリシジタつ−に関するものである
[Detailed Description of the Invention] Field of Industrial Application The present invention relates to a tower for relatively shallow seabed fishing.
The present invention relates to a Paulisigator that can be floated on the sea, towed on the sea to the sea surface of the Paulissig point, and then submerged until the base reaches the seabed and installed at the Borissig point.

(b)  従来の技術 従来、水深8〜30′rnの比較的浅い海で海底の地質
のポーリシグ調査を行う場合には第3図及び第7図に示
すようなポーリシジタワー(+lを海底(2)に設置し
、海面上(3)に出た作業台(4)上でボーリング作業
を行っている。
(b) Conventional technology Conventionally, when conducting a polysig survey of the geology of the seabed in a relatively shallow sea with a water depth of 8 to 30'rn, a polysig tower (+l is the seabed) as shown in Figures 3 and 7 is used. 2), and boring work is carried out on a workbench (4) that is above the sea level (3).

(C)  発明が解決しようとする問題点従来の海底ポ
ーリシジタワーは予め塔状に組立てたものをりし一シ船
によりボーリシグ地点の海面まで運び海中に沈め海底に
設置する必要があり、ボーリシジ調査に要する費用のう
ち約1/2以上の費用がこのクレーシ船によるポーリシ
ジタワーの運搬設置費用に要していた。
(C) Problems to be solved by the invention Conventional undersea polysig towers must be pre-assembled into a tower shape, transported by boat to the sea surface at the Borisig point, submerged in the sea, and installed on the seabed. Approximately one-half or more of the cost required for the survey was spent on transporting and installing the Polisij Tower by the Qureshi ship.

従って本発明はポーリシジ地点までの運搬及び設置が容
易であって、その運搬設置費用を節減することができる
ポーリングタワーを提供することを目的とする。
Accordingly, an object of the present invention is to provide a polling tower that is easy to transport and install to a polling site and can reduce transportation and installation costs.

(d)  問題点を解決するための手段上記問題へを解
決するために本発明者が鋭意研究を重ねた結果、ポーリ
ングタワーの基部自体を。
(d) Means for solving the problem As a result of the inventor's intensive research to solve the above problem, the base of the polling tower itself.

浮室を有し水平方向に拡がりを有する浮体構造とし、そ
の浮室内に注水、排水することにより、ポーリングタワ
ーを浮上及び沈下可能とし、ポーリングタワー自体を海
面に浮上させた状態でポーリシジ地点まで曳航運搬し、
浮室内に注水してポーリングタワーを沈下させ、海底に
設置し得ることを見出し、更にその浮室を少くとも2室
に区分し、各浮室に順次注排水することにより、ポーリ
ングた。
It has a floating structure with a floating chamber and expands in the horizontal direction, and by injecting and draining water into the floating chamber, the polling tower can float and sink, and the polling tower itself can be towed to the polling point while floating on the sea surface. transport,
It was discovered that it was possible to sink the poling tower by injecting water into the floating chamber and install it on the seabed. Furthermore, the floating chamber was divided into at least two chambers, and polling was carried out by sequentially pouring water into each floating chamber.

次に図面により本発明の内容を詳細に説明するっ第1図
は本発明の浮沈型ポーリングタワーの一例の正面図、第
2図は同平面図、第3図は同側面図である。(5)はポ
ーリングタワーf1+の基部浮体であって、全体が中空
鋼管(6)を矩形枠状に接合した水平方向に拡がりを有
する浮体構造となっている。
Next, the content of the present invention will be explained in detail with reference to the drawings. Fig. 1 is a front view of an example of a floating polling tower of the present invention, Fig. 2 is a plan view thereof, and Fig. 3 is a side view thereof. (5) is the base floating body of the polling tower f1+, and the whole has a floating body structure that extends in the horizontal direction by joining hollow steel pipes (6) into a rectangular frame shape.

基部浮体(5)を構成する鋼管(6)内の適am所に仕
切板(7)を設け、基部浮体(5)の内部に、互に独立
した複数の浮室(8)、(9)を形成する。各浮室18
)、(9)にはそれぞれ注水パルプ(lO)、(!l)
を備えた注水孔(1乞、(13)及び給排気孔(14)
、(15)を1個又は複数1固ずつ設ける。
A partition plate (7) is provided at an appropriate position within the steel pipe (6) constituting the base floating body (5), and a plurality of mutually independent floating chambers (8), (9) are provided inside the base floating body (5). form. Each floating chamber 18
) and (9) are water-injected pulp (lO) and (!l), respectively.
Water injection hole (1, (13) and supply/exhaust hole (14) with
, (15) are provided one or more times.

又基部浮体(6)上の複数個所に曳航ピットHを取付け
る。
Also, tow pits H are installed at multiple locations on the base floating body (6).

基部浮体(5)上に設けた支点(16)を中心に回動可
能に鋼管よりなる2本の支柱(17)をハ字状に設け、
タワー部(l(至)を構成し、支柱(17)の先端には
作業台(4)を回動可能に取付ける。(19)はタワー
部(18)の支柱(17)を所定の角度に起立して固定
するスチールワイヤよりなるステーである。
Two supports (17) made of steel pipes are provided in a V-shape so as to be rotatable about a fulcrum (16) provided on the base floating body (5),
A workbench (4) is rotatably attached to the tip of the support column (17). It is a stay made of steel wire that is fixed upright.

第4図は本発明の浮沈型ポーリングタワーの他の実施態
様のモ面図であり、鋼管よりなる基部浮体(5)及びタ
ワー部州の支柱07)を複数個の鋼管に分割し、各鋼管
の両端にフランジ(20)を取付け、フランジ(20)
を締結することにより、組立、分解可能に構成されてい
る。
FIG. 4 is a top view of another embodiment of the floating and sinking type polling tower of the present invention, in which the base floating body (5) and the support column 07 of the tower made of steel pipes are divided into a plurality of steel pipes, and each steel pipe is divided into a plurality of steel pipes. Attach flanges (20) to both ends of the flange (20).
It is constructed so that it can be assembled and disassembled by fastening the parts.

上記の各側では、本発明の浮沈型ポーリングタワーの基
部浮体(5)を鋼管を矩形状に接合して構成したが、必
ずしも鋼管により構成する必要はなく、少くとも2個所
に浮室を有し、水平に拡がる構造であればよく、その全
体の平面形状も矩形である必要はなく、基部浮体(5)
上にタワー部j18)を起立したポーリングタワ=(1
)全体が安定して海上に浮上し、又海底に安定して設置
することができ、その沈降、浮上の際にも転倒する危険
のない形状であればよい。
In each of the above-mentioned sides, the base floating body (5) of the floating type polling tower of the present invention is constructed by joining steel pipes into a rectangular shape, but it does not necessarily have to be constructed from steel pipes, and has floating chambers in at least two places. However, it is sufficient that the structure extends horizontally, and the overall planar shape does not need to be rectangular.
Polling tower with tower part j18) erected on top = (1
) Any shape is acceptable as long as the entire structure floats stably on the sea, can be stably installed on the seabed, and there is no risk of tipping over when it sinks or rises.

本発明のタワー部(国の支柱(17)は必ずしも支点(
+6)を中心に回動して起立倒伏可能に設ける必要はな
く、基部浮体(5)上に不動に固定して立設してもよい
The tower part (national support (17)) of the present invention is not necessarily the fulcrum (
+6) It is not necessary to provide it so that it can be rotated to stand up and fall down, but it may be fixed immovably on the base floating body (5) and provided upright.

(e)  作用 本発明の浮沈型ポーリングタワーを使用するには、第1
図に鎖線で示すようにタワー部(18)の支柱(1乃を
水平に倒伏した状態、又は第1図の実線の支柱j17)
を起立した状態で海上に浮上させ、ボーリシグ地点の海
上迄タグボート等により曳航する。次いで支柱(17)
が倒伏されている場合は先ずタワー部(18)を回動し
て起立させ、ステー(19)により所定の起立角度〃に
固定する。起立角度θは海底の深さに応じ海底に設置時
に作業台(4)が海面上鉤3mに位置するように定める
。作業台(4)はタワー部(+8)を起立した時に水平
になる角度に予め固定する。
(e) Function To use the floating polling tower of the present invention, the first
As shown by the chain line in the figure, the support of the tower part (18) (1) laid down horizontally, or the solid line support j17 in Figure 1)
The vessel will be floated to the sea in an upright position and towed by tugboats, etc. to the Borisig point. Then the pillar (17)
When the tower section (18) is laid down, the tower section (18) is first rotated to stand up, and then fixed at a predetermined upright angle by the stay (19). The standing angle θ is determined according to the depth of the seabed so that the workbench (4) is located 3 m above the sea surface when installed on the seabed. The workbench (4) is fixed in advance at an angle that makes it horizontal when the tower part (+8) is erected.

次に基部浮体(5)の作業台(4)から遠い方の浮室(
8)の注水パルプ(lO)を開き給排気孔(I4)より
排気しつ\浮室(8)に海水を注水する。この注水によ
りポーリングタワー全体は徐々に傾動して一端から沈下
し、第5図に示すように基部浮体(5)の一端が海底に
接地する。次いで作業台(4)に近い方の浮室(9)の
注水パルプ(!l)を囲き注水すれば、基部浮体(5)
の先に海底に接地した接地端(21)を中心にボーリシ
ジタワーfi1全体が回動して基部浮体(5)全体が海
底に接地し、作業台(4)が海面上の所定の高さ位置に
固定される。
Next, the floating chamber (
8) Open the water injection pulp (lO) and exhaust the air from the supply/exhaust hole (I4), and then inject seawater into the floating chamber (8). Due to this water injection, the entire polling tower gradually tilts and sinks from one end, and as shown in FIG. 5, one end of the base floating body (5) touches the seabed. Next, surround the water-filled pulp (!l) in the floating chamber (9) near the workbench (4) and fill it with water, and the base floating body (5)
The entire Borisijji Tower fi1 rotates around the grounding end (21) that touched the seabed at the tip of the base floating body (5), and the work platform (4) reaches a predetermined height above the sea surface. Fixed in position.

ポーリシグ作業終了後、ボーリングタワー+1)を撤去
する際には上記の設置時とは逆に、作業台(4)に近い
方の浮室(9)に給排気孔(!5)から圧縮空気を導入
して注水孔より排水し、第5図に示す状態に基部浮体(
5)の一端を浮上させ、次いで他方の浮室(8)に送気
して排水し、ボーリングタワー全体を浮上させる。
When removing the boring tower +1) after completing the polisig work, contrary to the above installation, supply compressed air from the supply and exhaust hole (!5) to the floating chamber (9) near the workbench (4). After introducing the water and draining water from the water injection hole, the base floating body (
5) One end is floated, and then air is sent to the other floating chamber (8) to drain water, and the entire boring tower is floated.

第4図に示すように基部浮体(5)及び支柱θ乃を多数
の鋼管に分割し、鋼管両端のフランジ(201を締結し
て組立てるようにすれば、遠隔地にボーリシグタワーを
曳航する代りにボーリシタタヮー全体を分解してトラッ
ク等により迅速に陸上輸送することができる。この場合
、例えば20fflX35m  の大型の基部浮体(5
)を127Fl程度の通常のトラック等に積載し得る長
さの鋼管に分解する。
As shown in Fig. 4, if the base floating body (5) and the support column θno are divided into a number of steel pipes and assembled by fastening the flanges (201) at both ends of the steel pipes, it is possible to avoid towing the Borisig Tower to a remote location. The entire Borishita Tower can be disassembled and quickly transported overland by truck, etc. In this case, for example, a large base floating body of 20ffl x 35m (5
) is disassembled into steel pipes with a length that can be loaded on a regular truck of about 127Fl.

げ) 発明の効果 本発明の浮沈型ボーリングタワーによれば、ポーリシジ
タワー全所定ボーリシグ地点に運搬して設置するためて
クレーシ船を必要とせr9ジポート等で曳航し、浮室の
給排水により海底に設置することかでき、ポーリシジ調
査費用の主要部を占 −めるボーリシグタヮーの運搬設
置費用を大幅に節減することができる。複数の浮室を設
け、順次浮室内に給排水することによりポーリシジタヮ
ーの沈下浮上警に転倒するのを防止することができ、波
高の大なる海上でもボーリングタワーの設置作業を行う
ことができる。
Effects of the Invention According to the floating type boring tower of the present invention, it is not necessary to use a Qureshi ship to transport and install all the towers at the designated boring points, but the tower is towed by an R9 diport, etc., and the tower is transported to the seabed by water supply and drainage in the floating chamber. It is possible to significantly reduce the cost of transportation and installation of the borehole, which accounts for the main part of the survey cost. By providing multiple floating chambers and sequentially supplying and draining water into the floating chambers, it is possible to prevent the tower from falling due to sinking and surfacing, and the installation work of the boring tower can be carried out even at sea with high wave heights.

タワー部の支柱を回動可能にすれば、海底の深さによっ
て基部浮体からの作業台の高さを任意に調節することに
より、作業台を海面から一定の高さに固定することがで
きる。
If the support of the tower section is made rotatable, the height of the workbench from the base floating body can be adjusted arbitrarily depending on the depth of the seabed, thereby fixing the workbench at a constant height above the sea surface.

基部浮体及び支柱をフランジ等により分解組立可能に構
成すれば、ポーリシジタヮーを分解して容易に陸上輸送
することができると共に、支柱の長さを調節することが
できる。
By configuring the base floating body and the strut so that they can be disassembled and reassembled using flanges or the like, it is possible to disassemble and easily transport the pole cistern by land, and the length of the strut can be adjusted.

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

第1図は本発明の浮沈型ボーリシジタワーの一例の正面
図、第2図は同平面図、第3図は同側面図である。第4
図は本発明の浮沈型ポーリシジタワーの他の実施例の平
面図、第5図は本発明のポーリシジタワーの設置法の説
明図である。第3図は従来のボーリシジタヮーの一例の
正面図、第7図は同平面図である。 fil・・ボーリングタワー (2)・・・海底(3)
・・・海面       (4)・・・作業台(5)・
・・基部浮体     (6)・・・鋼管(7)・・・
仕切板      (8)、 (91・・・浮室110
) 、 (Ill・・・注水パルづ  (121,(1
3)・・・注水孔(+4)、(1(至)・・・給排気孔
   (国・・・支点(I乃・・・支柱       
(18)・・・タワー部t、19)・・・ステ=   
   (20)・・・フランジ(21)・・・接地端 
     (社)・・・曳航ピット特許出願人 芸子鉄
工建設株式会社 代理人弁理士    小  山  義  之第7図 第3図
FIG. 1 is a front view of an example of a floating type Borisige tower of the present invention, FIG. 2 is a plan view thereof, and FIG. 3 is a side view thereof. Fourth
The figure is a plan view of another embodiment of the floating-type polysci tower of the present invention, and FIG. 5 is an explanatory diagram of the method of installing the polysci tower of the present invention. FIG. 3 is a front view of an example of a conventional borehole tower, and FIG. 7 is a plan view of the same. fil...Boring tower (2)...Undersea (3)
... Sea surface (4) ... Workbench (5)
... Base floating body (6) ... Steel pipe (7) ...
Partition plate (8), (91... floating chamber 110
), (Ill... water injection pulse (121, (1
3)... Water injection hole (+4), (1 (to)... Supply/exhaust hole (country... fulcrum (I... support)
(18)...tower part t, 19)...ste=
(20)...Flange (21)...Grounding end
(Company)...Towing pit patent applicant: Geiko Iron Works Construction Co., Ltd. Representative patent attorney: Yoshiyuki Koyama Figure 7 Figure 3

Claims (4)

【特許請求の範囲】[Claims] (1)複数の互に独立した浮室を有し、水平な拡がりを
有する基部浮体と、該基部浮体上に立設され、頂部に作
業台を有するタワー部よりなり、該浮室にはそれぞれ注
水パルプを備えた注水孔と給排気孔を有することを特徴
とする浮沈型ボーリングタワー。
(1) Consisting of a horizontally extending base floating body with a plurality of independent floating chambers, and a tower section erected on the base floating body and having a workbench at the top, each of which has a plurality of independent floating chambers. A floating type boring tower characterized by having a water injection hole equipped with water injection pulp and a supply/exhaust hole.
(2)該タワー部を基部浮体上に固定した支点を中心に
回動して起立倒伏可能に構成した特許請求の範囲第1項
記載の浮沈型ボーリングタワー。
(2) A floating type boring tower according to claim 1, wherein the tower portion is configured to be able to rise and fall by rotating around a fulcrum fixed on a base floating body.
(3)該基部浮体が鋼管を矩形枠状に接合して構成して
なる特許請求の範囲第1項記載の浮沈型ボーリングタワ
ー。
(3) A floating type boring tower according to claim 1, wherein the base floating body is constructed by joining steel pipes into a rectangular frame shape.
(4)該基部浮体及びタワー部の支柱が多数の鋼管に分
割され、鋼管の両端に取付けたフランジを締結して組立
てられ、分解可能に構成された特許請求の範囲第3項記
載の浮沈型ボーリングタワー。
(4) The floating type according to claim 3, wherein the base floating body and the tower support are divided into a number of steel pipes, assembled by fastening flanges attached to both ends of the steel pipes, and configured to be disassembled. bowling tower.
JP11580986A 1986-05-19 1986-05-19 Floating-sinking type boring tower Granted JPS62273312A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11580986A JPS62273312A (en) 1986-05-19 1986-05-19 Floating-sinking type boring tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11580986A JPS62273312A (en) 1986-05-19 1986-05-19 Floating-sinking type boring tower

Publications (2)

Publication Number Publication Date
JPS62273312A true JPS62273312A (en) 1987-11-27
JPH0377886B2 JPH0377886B2 (en) 1991-12-12

Family

ID=14671627

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11580986A Granted JPS62273312A (en) 1986-05-19 1986-05-19 Floating-sinking type boring tower

Country Status (1)

Country Link
JP (1) JPS62273312A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5418101A (en) * 1977-07-01 1979-02-09 Dechitsupuman Mekaniku E Idoro Construction for service works
JPS58128989A (en) * 1982-01-25 1983-08-01 Niigata Eng Co Ltd Mooring device for a floating construction

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5418101A (en) * 1977-07-01 1979-02-09 Dechitsupuman Mekaniku E Idoro Construction for service works
JPS58128989A (en) * 1982-01-25 1983-08-01 Niigata Eng Co Ltd Mooring device for a floating construction

Also Published As

Publication number Publication date
JPH0377886B2 (en) 1991-12-12

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