JPH0563579B2 - - Google Patents
Info
- Publication number
- JPH0563579B2 JPH0563579B2 JP12748786A JP12748786A JPH0563579B2 JP H0563579 B2 JPH0563579 B2 JP H0563579B2 JP 12748786 A JP12748786 A JP 12748786A JP 12748786 A JP12748786 A JP 12748786A JP H0563579 B2 JPH0563579 B2 JP H0563579B2
- Authority
- JP
- Japan
- Prior art keywords
- mat
- pine
- mats
- wire
- hole
- 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
Links
- 235000008331 Pinus X rigitaeda Nutrition 0.000 claims description 19
- 235000011613 Pinus brutia Nutrition 0.000 claims description 19
- 241000018646 Pinus brutia Species 0.000 claims description 19
- 238000003780 insertion Methods 0.000 claims description 10
- 230000037431 insertion Effects 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 238000005096 rolling process Methods 0.000 claims 1
- 208000034699 Vitreous floaters Diseases 0.000 description 11
- 102100040428 Chitobiosyldiphosphodolichol beta-mannosyltransferase Human genes 0.000 description 8
- 239000010426 asphalt Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000007667 floating Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000005060 rubber Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明はケーソン等の水中構造物の下敷用に供
される可撓性マツトを相接して布設する方法に関
するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method for laying adjacent flexible mats for underlaying underwater structures such as caissons.
一般に防波堤等の構造物や作用外力の大きい水
中構造物を構築する場合、これら構造物の滑動防
止対策として水中基礎マウンド上にアスフアルト
マツトを布設し、その上にケーソン等の水中構造
物を置くようにしている。
Generally, when constructing structures such as breakwaters or underwater structures that are subject to large external forces, asphalt pine is laid on the underwater foundation mound to prevent these structures from sliding, and underwater structures such as caisson are placed on top of it. I have to.
上記のマツトは陸上で製作されるが、どんなに
大きな施工設備があつてもマツトを全て一体物と
して作ることは実際には不可能である。従つてマ
ツトは必ず隣接するマツトとの継ぎの問題が生ず
る。この問題の解決案として現在(1)オーバーラツ
プ法、(2)継ぎ部をアスフアルトで充填する方法が
取られている。しかし(1)のオーバーラツプ法はマ
ツトの厚さが厚い場合オーバーラツプさせた継ぎ
部が大きく盛り上り、継ぎ部に大きな段差が生ず
る。この段差が余り大きいとその上に載置される
ケーソン等の水中構造物に局部的に大きな応力が
発生し、構造物の部材が損傷する場合があり好ま
しくない。又(2)のアスフアルトで充填する方法は
大水深下においては施工性に問題があり、採用で
きない。 The above-mentioned pine is manufactured on land, but no matter how big the construction equipment is, it is actually impossible to make the pine all as one piece. Therefore, there is always a problem of joints between the pine and the adjacent pine. The current solutions to this problem include (1) the overlapping method and (2) filling the joints with asphalt. However, in the overlap method (1), if the pine is thick, the overlapped joint will swell up significantly, creating a large step at the joint. If this level difference is too large, a large stress will be generated locally in the underwater structure such as a caisson placed on it, which may damage the structural members, which is not preferable. In addition, the method (2) of filling with asphalt has problems with workability under deep water and cannot be adopted.
本発明はこのような問題を解決するためになさ
れたもので複数枚の可撓性マツトを大水深下で順
次相接して布設するに当り、各マツトに夫々介添
えワイヤ挿通孔を成型しておき、先ず第1のマツ
トの介添えワイヤ挿通孔に充分な長さを有する介
添え連結ワイヤを通してからその両端に夫々フロ
ーターを取付けた後、この第1のマツトを吊枠を
用いて水深下の所望位置に布設し、次いで上記の
介添え連結ワイヤーの一端側のフローターを取外
して第2のマツトの孔に通すと共にその中途に介
添えワイヤ挿通孔に係合するストツパーを取付
け、次いでこの第2のマツトを吊枠を用いて第1
のマツトに近接吊下し、介添え連係ワイヤーのフ
ローター側を巻上げて第2のマツトを第1のマツ
トに相接して布設し、上記のフローターを取外し
てストツパー側を巻上げることにより介添え連結
ワイヤーを相接して布設された第1および第2の
各マツトの孔より引抜くことを特徴とするマツト
の布設方法を要旨としたものである。
The present invention has been made to solve this problem, and when a plurality of flexible mats are laid one after another under deep water, each mat is provided with a support wire insertion hole. First, pass a support connection wire of sufficient length through the support wire insertion hole of the first pine, attach floaters to each end of the wire, and then use a hanging frame to move the first pine to a desired position under water. Next, remove the floater at one end of the above-mentioned auxiliary connecting wire and pass it through the hole of the second mat, and install a stopper that engages with the auxiliary wire insertion hole in the middle, and then suspend this second mat. First using the frame
The floater side of the auxiliary connecting wire is rolled up, a second pine is laid adjacent to the first pine, the floater is removed and the stopper side is rolled up to create the auxiliary connecting wire. The gist of this invention is a mat laying method characterized in that the mats are pulled out from holes in first and second mats laid adjacent to each other.
本発明に用いられるマツトの介添えワイヤ挿通
孔はマツトの製作時に予め成型されるが、これは
例えば第1図に示すようにアスフアルト、ゴム又
は合成樹脂等の材質を用いた可撓性マツト1を成
型するときに端面に近い上面部にくり抜き凹部2
を設けると共に該端面から凹部2に抜けて夫々開
口しているガス管3とこのガス管3の端面側を補
強するためのアングル4を予め埋設しておくこと
により作られる。
The auxiliary wire insertion hole of the mat used in the present invention is pre-molded when the mat is manufactured, but this is done by forming a flexible mat 1 made of asphalt, rubber, synthetic resin, or other material, as shown in FIG. 1, for example. When molding, cut out a recess 2 on the top surface near the end surface.
It is made by providing gas pipes 3 which pass through the end faces into the recesses 2 and opening respectively, and burying in advance angles 4 for reinforcing the end faces of the gas pipes 3.
上記のマツトを水深下に布設するには第2図に
示すように海上の船舶等のクレーンより吊した吊
枠5を用いてマツト1を水深下に予め造成したマ
ウンド6上に順次布設する。 To lay the above-mentioned pine under water, as shown in FIG. 2, the pine 1 is successively laid on a mound 6 previously created under water using a hanging frame 5 suspended from a crane such as a ship on the sea.
上記のようにマツト1をマウンド6上に吊り下
すときに第3図に示すように凹部2およびガス管
3からなる介添えワイヤ挿通孔に充分な長さを有
する介添え連結ワイヤ7を通しておくと同時にワ
イヤ7の両端にはフローター8を付けておく。 When suspending the mat 1 on the mound 6 as described above, as shown in FIG. Floaters 8 are attached to both ends of 7.
かくすることにより第3図に示したようにワイ
ヤ両端のフローター8を海上に浮かせた状態でワ
イヤを挿通したマツト1をマウンド6上に吊降す
ことができる。 By doing this, the mat 1 through which the wire is inserted can be suspended over the mound 6 with the floaters 8 at both ends of the wire floating on the sea.
そこで第4図に示すように次のマツト1′を前
出の吊枠5で吊り、このときワイヤ7の一方のフ
ローター8を取外すと共にこのフローター8を取
外した側のワイヤ7をマツト1′の介添えワイヤ
挿通孔に通した後、この通した側のワイヤ7の中
途に第5図に示したように介添えワイヤ挿通孔に
係合しうるストツパー9を取付ける。次いでマツ
ト1′を海中に吊り降しマウンド6に着く直前で
止めておく。 Therefore, as shown in FIG. 4, the next mat 1' is suspended by the above-mentioned hanging frame 5, and at this time, one of the floaters 8 of the wire 7 is removed, and the wire 7 on the side from which this floater 8 was removed is connected to the mat 1'. After the wire 7 is passed through the support wire insertion hole, a stopper 9 that can be engaged with the support wire insertion hole is attached to the middle of the wire 7 on the side where the wire 7 has passed, as shown in FIG. Next, mat 1' is suspended into the sea and stopped just before reaching mound 6.
然る後、第6図に示すようにフローター8の側
のワイヤ7を矢印に示すようにウインチでゆつく
りと巻き上げると、ストツパー9がマツト1′の
挿通孔に係合しマツト1に接合させることができ
る。 Thereafter, as shown in FIG. 6, when the wire 7 on the floater 8 side is slowly wound up with a winch as shown by the arrow, the stopper 9 engages with the insertion hole of the mat 1' and joins it to the mat 1. be able to.
このようにしてマツト1と1′の接合布設が完
了した時点で第7図のようにワイヤ7のフロータ
ー8を取外しストツパー9の側のワイヤ7を引き
上げると、マツト1,1′の位置変動を来たすこ
となくワイヤ7のみをマツト1,1′から引き抜
くことができ作業が完了する。 When the mats 1 and 1' have been connected and installed in this way, the floater 8 of the wire 7 is removed and the wire 7 on the stopper 9 side is pulled up as shown in FIG. Only the wire 7 can be pulled out from the mats 1, 1' without causing damage, and the work is completed.
この作業方法および順序を第3、第4のマツト
1″,1……順次施すことにより多数のマツト
をマウンド上に相接して布設することができる。
又マツト1,1′の接合をより確実にする手段と
して第8図に示すようにマツト1と1′の接合端
面に上下くい違い状の継手10,10′を形成し
ておけば本発明の実施上有用である。 By sequentially applying this method and order to the third, fourth mats 1'', 1, . . . , a large number of mats can be laid adjacent to each other on the mound.
In addition, as a means to ensure the connection of the mats 1 and 1', the present invention can be achieved by forming vertically staggered joints 10 and 10' on the joint end surfaces of the mats 1 and 1', as shown in FIG. This is useful in practice.
第1図は本発明の実施に用いられるマツトの要
部の断面説明図、第2図は同上のマツトの海中へ
吊り降しを示す説明図、第3図は第1のマツトに
ワイヤを通すときの説明図、第4図は第2図のマ
ツトにワイヤを通すときの説明図、第5図はワイ
ヤにストツパーを取付けるときの説明図、第6図
は第1、第2のマツトをマウンド上に布設すると
きの説明図、第7図は両マツトを相接して布設完
了した説明図、第8図はマツトの継手構造の例示
図である。
1,1′……マツト、2……凹部、3……ガス
管(挿通孔)、4……アングル(補強)、5……吊
枠、6……マウンド、7……介添え連結ワイヤ、
8……フローター、9……ストツパー、10……
継手、11……フローテイングクレーン。
Fig. 1 is an explanatory cross-sectional view of the main parts of the pine used in carrying out the present invention, Fig. 2 is an explanatory view showing the above pine being suspended into the sea, and Fig. 3 is an explanatory view showing the wire passing through the first pine. Fig. 4 is an explanatory drawing when passing the wire through the mat shown in Fig. 2, Fig. 5 is an explanatory drawing when attaching the stopper to the wire, Fig. 6 is an explanatory drawing when the first and second mats are mounted. FIG. 7 is an explanatory diagram showing the mats being laid on top of each other, FIG. 7 is an explanatory diagram showing the completion of laying the mats together, and FIG. 8 is an illustrative diagram of the joint structure of the mats. 1, 1'... Mat, 2... Recess, 3... Gas pipe (insertion hole), 4... Angle (reinforcement), 5... Hanging frame, 6... Mound, 7... Supporting connection wire,
8...Floater, 9...Stopper, 10...
Coupling, 11...Floating crane.
Claims (1)
布設するに当り、各マツトに夫々介添えワイヤ挿
通孔を成型しておき、先ず第1のマツトの介添え
ワイヤ挿通孔に充分な長さを有する介添え連結ワ
イヤを通してから、この第1のマツトを吊枠を用
いて水深下の所望位置に布設し、次いで上記の介
添え連結ワイヤーを第2のマツトの孔に通すと共
にその中途に介添えワイヤ挿通孔に係合するスト
ツパーを取付け、次いでこの第2のマツトを吊枠
を用いて第1のマツトに近接吊下し、介添え連結
ワイヤーを巻上げて第2のマツトを第1のマツト
に相接して布設し、ストツパー側を巻上げること
により介添え連結ワイヤーを相接して布設された
第1および第2の各マツトの孔より引抜くことを
特徴とするマツトの布設方法。1. When laying a plurality of flexible mats one after another in water, a support wire insertion hole is formed in each of the mats, and first, the length is sufficient for the support wire insertion hole in the first mat. The first mat is then laid at a desired position under water using a hanging frame, and the second mat is passed through the hole, and the second mat is passed through the hole. A stopper that engages with the hole is attached, and then this second pine is suspended close to the first pine using a hanging frame, and the connecting wire is wound up to bring the second pine into contact with the first pine. 1. A method for laying a mat, the method comprising the steps of: rolling up the stopper side and pulling out the supporting connecting wire from the hole of each of the first and second mats laid adjacent to each other;
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12748786A JPS62284819A (en) | 1986-06-02 | 1986-06-02 | Laying method for mat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12748786A JPS62284819A (en) | 1986-06-02 | 1986-06-02 | Laying method for mat |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62284819A JPS62284819A (en) | 1987-12-10 |
| JPH0563579B2 true JPH0563579B2 (en) | 1993-09-10 |
Family
ID=14961160
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12748786A Granted JPS62284819A (en) | 1986-06-02 | 1986-06-02 | Laying method for mat |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62284819A (en) |
-
1986
- 1986-06-02 JP JP12748786A patent/JPS62284819A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62284819A (en) | 1987-12-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP6684838B2 (en) | Prestressed submerged box structure and its construction method | |
| US4242010A (en) | Method and means for protecting a sea bottom surface and an installation on same | |
| US3934422A (en) | Pile splicing apparatus and method | |
| CN101806057A (en) | Immediate processing method for hydraulic filling ultra-soft foundation by modified vacuum preloading and water-covering preloading | |
| CN112609585A (en) | Cable construction method suitable for positioning overwater large-sized steel open caisson | |
| JP2655398B2 (en) | Tunnel construction method to build on seabed or riverbed | |
| CN106284415B (en) | A kind of water intake caisson hangs floating construction method | |
| JPH0563579B2 (en) | ||
| JP2873764B2 (en) | How to improve super soft ground | |
| KR101609761B1 (en) | The construction method of stone mattress | |
| JP2002059108A (en) | Underwater impermeable method for asphalt mat | |
| JPH0538115Y2 (en) | ||
| US3517518A (en) | Apparatus and method for terminating a subsea pipeline at a sea surface station | |
| JPS5862225A (en) | Slope protection method | |
| CN2221055Y (en) | Underground continuous wall waterproof connecting device | |
| JP3570916B2 (en) | Joint structure for caisson, its construction method and joint material for caisson | |
| JP2000178990A (en) | Flexible submerged tunnel and its construction method | |
| JP3470636B2 (en) | Junction between shaft and shaft at the end of submerged tunnel and construction method | |
| JP3404566B2 (en) | How to build an underwater tunnel | |
| JPS63163083A (en) | Method of submarine piping construction | |
| SU1738893A1 (en) | Method for water conduit construction | |
| CN210341886U (en) | Underground continuous wall prevention of seepage water structure | |
| TW200930863A (en) | Construction method for T-shaped interface connecting case of diaphragm wall and buttress wall or cross wall | |
| CN1117905C (en) | Underground Diaphragm Wall Construction Method and Its Structure of Submerged Double-layer Wall | |
| JPS5810067Y2 (en) | Protective body for long submarine bodies |