TW201945245A - Underwater setting anchor strength test method and floating body - Google Patents

Underwater setting anchor strength test method and floating body Download PDF

Info

Publication number
TW201945245A
TW201945245A TW107122171A TW107122171A TW201945245A TW 201945245 A TW201945245 A TW 201945245A TW 107122171 A TW107122171 A TW 107122171A TW 107122171 A TW107122171 A TW 107122171A TW 201945245 A TW201945245 A TW 201945245A
Authority
TW
Taiwan
Prior art keywords
floating body
anchor
strength
water
floating
Prior art date
Application number
TW107122171A
Other languages
Chinese (zh)
Other versions
TWI760516B (en
Inventor
金城義榮
Original Assignee
日商環境資源開發顧問股份有限公司
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 日商環境資源開發顧問股份有限公司 filed Critical 日商環境資源開發顧問股份有限公司
Publication of TW201945245A publication Critical patent/TW201945245A/en
Application granted granted Critical
Publication of TWI760516B publication Critical patent/TWI760516B/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/24Anchors
    • B63B21/26Anchors securing to bed
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0017Means for protecting offshore constructions

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The present invention can check the setting strength of an anchor installed in water with a simple configuration. From above a floating body 13 floating on the water surface 12, a force in the pull-up direction is applied to an anchor 11 so that the floating body 13 sinks into the water. The immersed volume of the floating body 13 corresponds to a value at which the anchor 11 is fixed when a necessary set strength of the upward pulling force applies to the anchor 11.

Description

水下設置錨之強度測試方法及浮體    Method for testing strength of anchor installed underwater and floating body   

本發明係有關一種水下設置錨之強度測試方法,其係測試譬如浮在水面上的太陽能發電裝置,或用來繫泊水產養殖籠、浮橋、水上滑水設施等各種被繫泊體的錨,是否具有所需的抗拉強度。 The invention relates to a method for testing the strength of an anchor installed underwater, which tests, for example, a solar power generation device floating on the water surface, or an anchor used to moor various moored bodies such as aquaculture cages, pontoons, and water skiing facilities. Whether it has the required tensile strength.

作為檢查錨的設置狀態的方法,譬如可舉出下述專利文獻1所揭示的方法。 As a method of checking the installation state of the anchor, for example, the method disclosed in Patent Document 1 below can be cited.

此檢查方法,係以中空液壓千斤頂拉起所設置的錨的桿部分,確認液壓計所示的負載達到所需之拉拔強度值。液壓千斤頂,係設置在拉引構造體上,此拉引構造係設置在漂浮在水面上的平台船的下方且與水底接觸。 This inspection method is to use a hollow hydraulic jack to pull up the rod part of the set anchor, and confirm that the load shown by the hydraulic gauge reaches the required pull-out strength value. The hydraulic jack is arranged on a pulling structure, and the pulling structure is arranged below the platform boat floating on the water surface and in contact with the water bottom.

惟,除了平台船之外,還需要一個與水底接觸的拉引構造,在此拉引構造中,同時也必須具有用來設置中空液壓千斤頂的構造,用於檢查的裝置規模太龐大。 However, in addition to the platform ship, a pull structure that is in contact with the bottom is also required. In this pull structure, a structure for setting a hollow hydraulic jack must also be provided. The size of the device for inspection is too large.

【專利文獻】[Patent Literature]

專利文獻1:特許第6252882號公報 Patent Document 1: Patent Publication No. 6252882

本發明的主要目的係以更簡單的構造進行檢查。 The main object of the present invention is to perform inspection with a simpler structure.

為了達成目的,提供一種水下設置錨之強度測試方法,其係從漂浮在水面上的浮體上面,對設置在水中的錨,施加一上拉方向的力,以使浮體沉入到水中;浮體的浸沒體積係對應一必要的設置強度的向上拉力,而使錨仍然不動的值。 In order to achieve the purpose, a method for testing the strength of an anchor installed underwater is provided, which applies a pull-up force to the anchor installed in the water from the floating body floating on the water surface to sink the floating body into the water. ; The immersion volume of the floating body is a value corresponding to an upward pulling force of a necessary setting strength, while the anchor remains still.

對應一必要的設置強度的向上拉力的浮體的浸沒體積,係基於作用在浮體上的浮力來計算。 The immersion volume of the buoyant body corresponding to a necessary upward tensile force is calculated based on the buoyancy acting on the buoyant body.

在此構造中,從浮體上面拉引錨,以使浮體位於水面以上的部分沉入到水中,施加一與錨必要的設置強度對應的向上拉力,若可以維持錨的設置狀態,即可判斷錨具有足夠的設置強度,若無法維持,即可判斷錨的設置強度不足。當錨的設置強度不足時,錨會被拉起來,使其外觀和動作都能清楚地反映在浮體上。 In this structure, the anchor is pulled from above the floating body, so that the part of the floating body above the water surface sinks into the water, and an upward pulling force corresponding to the necessary setting strength of the anchor is applied. If the installation state of the anchor can be maintained, Judging that the anchor has sufficient setting strength, if it cannot be maintained, it can be judged that the setting strength of the anchor is insufficient. When the setting strength of the anchor is insufficient, the anchor will be pulled up so that its appearance and movement can be clearly reflected on the floating body.

根據本發明,藉由從浮體上面拉動完成設置的錨,以使浮體浸入到水中之既定體積來進行檢查,操作起來非常簡單。此外,為了達成上述目的的裝置,至少要具有用來判斷浮體與浮體的浸沒體積的裝置,即可用非常簡單的元件構成。 According to the present invention, the completed anchor is pulled from the floating body so that the floating body is immersed in a predetermined volume of water for inspection, and the operation is very simple. In addition, in order to achieve the above-mentioned device, at least a device for determining the submerged volume of the floating body and the floating body must be provided, that is, it can be constructed with very simple elements.

11‧‧‧錨 11‧‧‧ Anchor

12‧‧‧水面 12‧‧‧ water surface

13‧‧‧浮體 13‧‧‧ floating body

15‧‧‧施工機械 15‧‧‧Construction Machinery

16‧‧‧打樁附件 16‧‧‧Piling attachment

17‧‧‧工作平台船 17‧‧‧Working platform ship

18‧‧‧水底 18‧‧‧ underwater

31‧‧‧浮板部 31‧‧‧Floating Board Department

32‧‧‧保護板部 32‧‧‧Protection board department

33‧‧‧測量儀 33‧‧‧ measuring instrument

34‧‧‧刻度板 34‧‧‧ scale plate

H‧‧‧浸沒深度 H‧‧‧immersion depth

圖1所示係水下設置錨之強度測試方法之說明圖。 Figure 1 is an explanatory diagram of the strength test method for an anchor installed underwater.

圖2係浮體的立體圖。 Figure 2 is a perspective view of the floating body.

圖3係用來說明浸沒深度及浸沒體積之說明圖。 FIG. 3 is an explanatory diagram for explaining immersion depth and immersion volume.

圖4所示係錨之設置方法之說明圖。 An explanatory diagram of a method of setting the anchor shown in FIG. 4.

使用以下圖式說明用來實施本發明的一實施例。 An embodiment for implementing the present invention will be described using the following drawings.

圖1所示係水下設置錨之強度測試方法之說明圖。也就是說,此測試方法係針對藉由嵌入或打入來設置在水中的錨11,從漂浮在水面12上的浮體13上面施加一上拉方向的力,換言之,施加一垂直向上的力,以使浮體13浸沒到水中。此時的浸沒量,換言之即浸沒體積,係對應一必要的設置強度的向上拉力值。並確認使錨11仍然不動。若錨11仍然不動,即代表測試結果合格,若錨11沿拉引方向移動,即代表測試結果不合格。 Figure 1 is an explanatory diagram of the strength test method for an anchor installed underwater. That is, this test method is directed to the anchor 11 installed in the water by embedding or driving in, and a force in a pull-up direction is applied from the floating body 13 floating on the water surface 12, in other words, a vertical upward force is applied. To immerse the floating body 13 in the water. The amount of immersion at this time, in other words, the immersion volume, is an upward pull value corresponding to a necessary setting strength. And make sure that the anchor 11 remains still. If the anchor 11 still does not move, it means that the test result is acceptable. If the anchor 11 moves in the pulling direction, it means that the test result is unqualified.

為了實現此方法,上述浮體13係必要。浮體13漂浮在水面上,換言之,儘管浮體13的下表面部分沉入水面下,但包括上表面的部分係浮在水面上,即使從上面施加一用上述之既定力來拉動錨11的力,浮力也會發揮作用不讓整個浮體13沉入到水面下。 In order to implement this method, the above-mentioned floating body 13 is necessary. The floating body 13 floats on the water surface. In other words, although the lower surface portion of the floating body 13 sinks under the water surface, the portion including the upper surface is floating on the water surface, even if a predetermined force is used to pull the anchor 11 from above. The force and buoyancy will also work to prevent the entire floating body 13 from sinking into the water.

圖2係此浮體13之一實施例的立體圖。浮體13係使用苯乙烯泡沫所形成,平面視呈厚板狀之正方形。浮體13係由浮板部31及保護板部 32所構成,其中,浮板部31係由聚苯乙烯泡沫所構成;硬質的保護板部32係由鋪設在浮板部31上面之金屬板等所構成。浮板部31,係結合厚板狀的苯乙烯泡板所構成的實心。 FIG. 2 is a perspective view of an embodiment of the floating body 13. The floating body 13 is formed of a styrofoam and has a thick plate-like square shape in plan view. The floating body 13 is composed of a floating plate portion 31 and a protective plate portion 32, wherein the floating plate portion 31 is made of polystyrene foam; the rigid protective plate portion 32 is a metal plate laid on the floating plate portion 31. And so on. The floating plate portion 31 is a solid structure composed of a thick plate-shaped styrene foam plate.

浮體13,包含一用來指示水中浸沒深度或浸沒體積之測量儀33。測量儀33,最好能夠用簡單的構成來指示浸沒深度。 The floating body 13 includes a measuring device 33 for indicating the immersion depth or immersion volume in water. The measuring instrument 33 is preferably capable of indicating the immersion depth with a simple structure.

圖2所示的測量儀33,於垂直方向包含一刻度板34,換言之,用來指示浮體13在厚度方向上的長度(高度)之刻度。刻度板34的固定位置可適當地設定,例如也可以形成在四個角落部分。不僅易於觀看,如果刻度板34以硬質材料構成,也可以保護浮體13的角落部分。 The measuring instrument 33 shown in FIG. 2 includes a scale plate 34 in the vertical direction, in other words, a scale for indicating the length (height) of the floating body 13 in the thickness direction. The fixed position of the scale plate 34 can be appropriately set, and for example, it can be formed in four corner portions. Not only is it easy to see, but also the corner portion of the floating body 13 can be protected if the scale plate 34 is made of a hard material.

於此,使用圖3說明施加對應一必要的設置強度的向上拉力的浮體13之浸沒體積。 Here, the immersion volume of the floating body 13 to which an upward pulling force corresponding to a necessary setting strength is applied will be described using FIG. 3.

作用於浮體13的浮力,當重力加速度設為g[m/s2],水密度設為ρ[kg/m3],且沉入到超出原本浮體13浸在水面12下方的部分的體積設為V[m3]時,作用於浮體13的浮力為ρV g[N]。 When the buoyancy acting on the buoyant body 13 is set to g [m / s 2 ], the water density is set to ρ [kg / m 3 ], and it sinks beyond the portion of the buoyant body 13 that was originally submerged under the water surface 12 When the volume is set to V [m 3 ], the buoyancy acting on the floating body 13 is ρV g [N].

重力也作用在質量為m[kg]的浮體13上,由於其大小mg[N]係與浮力平衡(ρV g=mg),所以沉入在水面下的部分的體積V,即V=m/ρ,判斷出浮體13於水面下沉入m/ρ[m3]。 Gravity also acts on the floating body 13 with a mass of m [kg]. Because its size mg [N] is in equilibrium with buoyancy (ρV g = mg), the volume V of the part sunk below the water surface, that is, V = m / ρ, it is determined that the floating body 13 sinks into m / ρ [m 3 ] on the water surface.

且,由於浮力與在水面下之浸沒體積成正比,所以可求得施加對應一必要的設置強度的向上拉力所需的浸沒體積為V 1[m3],從此浸沒體積及浮體13的大小可求得,譬如,施加2噸(t)之向上拉力時,浮體13的浸沒深度H為10cm。 Moreover, since the buoyancy is directly proportional to the immersion volume under the water surface, the immersion volume required to apply an upward pulling force corresponding to a necessary setting strength is V 1 [m 3 ], and the immersion volume and the size of the floating body 13 are thereafter For example, when an upward pulling force of 2 tons (t) is applied, the immersion depth H of the floating body 13 is 10 cm.

浮體13需要一個裝置,用來拉動設置在水中的錨11。在用來拉動錨11的裝置中,如圖1的虛線所示,使用油壓挖掘機等施工機械15。施工機械15係在小臂的前端安裝打樁附件16來使用。 The floating body 13 needs a device for pulling the anchor 11 provided in the water. As the device for pulling the anchor 11, as shown by the dotted line in FIG. 1, a construction machine 15 such as a hydraulic excavator is used. The construction machine 15 is used by installing a piling attachment 16 at the front end of the forearm.

安裝打樁附件16之施工機械15,如圖4所示,也能用來打入或埋設錨11。且,使用上述的浮體13,作為將此施工機械15定位在水上的工作平台船17。換言之,用來進行強度測試的浮體13,同時也是用來設置錨11時所使用的工作平台船17。 The construction machine 15 installed with the piling attachment 16 can also be used to drive or bury the anchor 11 as shown in FIG. 4. The floating body 13 described above is used as the work platform boat 17 for positioning the construction machine 15 on the water. In other words, the floating body 13 used for strength testing is also the work platform boat 17 used for setting the anchor 11.

使用上述的浮體13及施工機械15來進行的錨11的設置強度 試驗中,錨11以一系列流程進行設置。 In the installation strength test of the anchor 11 using the floating body 13 and the construction machine 15 described above, the anchor 11 is installed in a series of processes.

也就是說,施工機械15係放置在同時也能當作工作平台船17來使用的浮體13上,再將浮體13拖到水上的錨設置位置。在此如圖4所示,錨11的上端部保持在施工機械15上,再將錨11打入水底18中,即可完成錨11的設置。 That is to say, the construction machine 15 is placed on the floating body 13 which can also be used as a work platform boat 17, and the floating body 13 is dragged to the anchor setting position on the water. Here, as shown in FIG. 4, the upper end of the anchor 11 is held on the construction machine 15, and the anchor 11 is driven into the bottom 18 to complete the setting of the anchor 11.

之後,在保持錨11的上端部的狀態下,用施工機械15拉引錨11。這麼一來,由於錨11被打入到水底18中,所以不容易被拔出,如圖1中的實線所示,原本浮體13浮在水面12上方的部分,係沉入到水面下方。 After that, the anchor 11 is pulled by the construction machine 15 while the upper end portion of the anchor 11 is held. In this way, because the anchor 11 is driven into the bottom 18, it is not easy to be pulled out. As shown by the solid line in FIG. 1, the portion of the floating body 13 floating above the water surface 12 is sunk below the water surface. .

在此浸沒中,雖讓藉由拉動而沉入的浸沒體積被設定為上述的既定向上拉力的值,但浮體13的浸沒體積係以浮體13所設有的測量儀33來判斷。 In this immersion, although the immersion volume which is sunk by pulling is set to the value of the above-mentioned directional upward pull force, the immersion volume of the floating body 13 is determined by the measuring instrument 33 provided in the floating body 13.

具體而言,使用刻度板34作為測量儀33來確認浸沒前水面12的位置,譬如將對應設置強度的向上拉力為2t(噸)的浸沒深度假定為10cm,在錨11施加一向上拉力,從浸沒前水面12的位置沒入水中10cm。雖也可從浮體13的上面來確認刻度板34,但錨11的設置也需要潛水員潛入水中,因此也可由潛水員來進行。 Specifically, the scale plate 34 is used as the measuring instrument 33 to confirm the position of the water surface 12 before immersion. For example, an immersion depth of 2 t (tons) corresponding to the upward strength of the installation strength is assumed to be 10 cm. The position of the water surface 12 before immersion was immersed in the water 10 cm. Although the scale plate 34 can also be confirmed from the upper surface of the floating body 13, the installation of the anchor 11 also requires the diver to dive into the water, so it can be performed by the diver.

由於刻度板34具有用來識別浸沒深度的刻度,所以即使施加向上拉力到錨11時,浮體13呈傾斜的情況下,也可從四個角落所設有的刻度板34的刻度,得知每個部分的浸沒深度,即可輕易計算出既定的浸沒體積。 Since the scale plate 34 has scales for identifying the immersion depth, even when the floating body 13 is inclined when an upward pulling force is applied to the anchor 11, the scales of the scale plates 34 provided at the four corners can be known. The immersion depth of each part can easily calculate the predetermined immersion volume.

在浸沒深度達到既定深度之後,在適當的時間內繼續保持此狀態。換言之,在維持達到既定浸沒體積的狀態下,繼續讓浮體13浸沒。持續的時間係取決於錨11的用途或所需的設置強度、水底環境等適當地設定,但無須花費太多時間即可確認必要的設置強度,譬如可以設定為從幾分鐘到數十分鐘,較佳為約5分鐘。 After the immersion depth reaches a predetermined depth, the state is maintained for a proper time. In other words, the floating body 13 is continuously immersed while maintaining a state where the predetermined immersion volume is reached. The duration depends on the use of the anchor 11 or the required setting strength, the underwater environment, etc., but it can be set appropriately without spending too much time. For example, it can be set from minutes to tens of minutes. It is preferably about 5 minutes.

持續拉動錨11之結果,若錨11仍然不動,即代表測試結果合格,若錨11似乎被拉起,即代表測試結果不合格,需要立即重新設置錨11。由於錨11的設置強度不足時,錨11會被拉起,所以不僅在水中作業的潛水員可透過肉眼確認,對於操作施工機械15的工作人員而言,並非透過機器 上顯示的數位數字,而是透過感覺即可輕易確認。 The result of pulling the anchor 11 continuously. If the anchor 11 still does not move, it means that the test result is qualified. If the anchor 11 seems to be pulled up, it means that the test result is unqualified, and the anchor 11 needs to be reset immediately. Since the anchor 11 is pulled up when the setting strength of the anchor 11 is insufficient, not only can the divers working in the water confirm with the naked eye, but for the staff operating the construction machine 15, it is not through the digital numbers displayed on the machine, but You can easily confirm by feeling.

如以上所述,藉由從浮體13的上面拉動錨11,且o以使浮體13以既定的體積沉入到水中進行檢查,操作非常簡單。由於浮體13的浸沒體積係用浮體13所具有的測量儀33來判斷,只要一邊確認測量儀33一邊拉動錨11即可,從這點來看操作起來也很容易。 As described above, the operation is very simple by pulling the anchor 11 from above the floating body 13 and o so that the floating body 13 sinks into the water with a predetermined volume for inspection. Since the immersion volume of the floating body 13 is determined by the measuring instrument 33 included in the floating body 13, it is only necessary to pull the anchor 11 while confirming the measuring instrument 33, and it is easy to operate from this point.

另外,用於此目的的裝置,只要有設有測量儀33的浮體13即可,如上所述,由於使用施工機械15拉引錨11,也可不固定具備用來拉引錨11的專用裝置(未圖示)。因此,可以簡化浮體13的構造,並進一步簡化測試所需的整體裝置。 In addition, the device used for this purpose only needs to have a floating body 13 provided with a measuring instrument 33. As described above, since the anchor 11 is pulled by the construction machine 15, a special device for pulling the anchor 11 may not be fixed. (Not shown). Therefore, the structure of the floating body 13 can be simplified, and the overall device required for testing can be further simplified.

尤其浮體13同時也是設置錨11時所使用的工作平台船17,所以可以進一步達成簡化及單純化。 In particular, the buoyant body 13 is also a working platform ship 17 used when the anchor 11 is installed, so that simplification and simplification can be further achieved.

另外,由於從錨11的設置到設置強度的測試,可用一系列的流程執行,所以操作性極佳,相較於設置後隔一段時間再檢查的情況,可提高設置強度的可信度。 In addition, since the test from the setting of the anchor 11 to the setting strength can be performed by a series of procedures, the operability is excellent, and the reliability of the setting strength can be improved compared to the case of checking again after a period of time after the setting.

可信度的程度,不僅是在設置強度測試中使浮體13保持在沉入到浸沒體積既定值的狀態,且藉由持續於此狀態來提高可信度。 The degree of reliability is not only to keep the floating body 13 in a state of sinking to a predetermined value of the immersion volume in the setting strength test, but also to improve the reliability by continuing in this state.

以上的構造係用來實施本發明一實施例的構造,且本發明不限於上述構造,也可以採用其他構造。 The above structure is used to implement a structure of an embodiment of the present invention, and the present invention is not limited to the above structure, and other structures may also be adopted.

測量儀33,除了設有上述的能夠辨識浸沒深度的刻度之外,譬如也可設有一漂浮在水面12上的浮筒,且不透過刻度作為介質,就能夠憑感覺辨識出實際浸沒深度的機構之裝置等或其他構造。除此之外,也可使用一構件來構成測量儀33,透過外觀的變化來指示出沉入水中的部分。 In addition to the above-mentioned scale capable of identifying the immersion depth, the measuring instrument 33 can also be provided with a buoy floating on the water surface 12 and can recognize the actual immersion depth by feeling without the scale as a medium. Device, etc. or other construction. In addition, it is also possible to use a component to constitute the measuring instrument 33, and to indicate the portion submerged in water through a change in appearance.

Claims (7)

一種水下設置錨之強度測試方法,其係從漂浮在水面上的浮體上面,對設置在水中的錨,施加一上拉方向的力,以使該浮體沉入到水中;該浮體的浸沒體積係對應一必要的設置強度的向上拉力,而使該錨仍然不動的值。     A method for testing the strength of an anchor installed underwater is to apply a pull-up force to the anchor provided in the water from the floating body floating on the water surface to sink the floating body into the water; the floating body The immersion volume is a value corresponding to a necessary upward pulling force of the set strength, while the anchor remains still.     如申請專利範圍第1項所述之水下設置錨之強度測試方法,在浸沒體積為該值的狀態下,繼續使該浮體浸沒。     According to the method for testing the strength of an underwater anchor set as described in item 1 of the scope of the patent application, the floating body is continuously immersed while the immersion volume is at this value.     如申請專利範圍第1或2項所述之水下設置錨之強度測試方法,該浮體的浸沒體積係用該浮體所設有的測量儀來判斷。     According to the method for testing the strength of an underwater anchor set as described in item 1 or 2 of the scope of the patent application, the immersion volume of the floating body is determined by a measuring instrument provided in the floating body.     如申請專利範圍第1或2項所述之水下設置錨之強度測試方法,該浮體,其係用來當作設置該錨時所使用的工作平台船。     According to the method for testing the strength of an anchor installed underwater as described in item 1 or 2 of the scope of the patent application, the floating body is used as a work platform boat used to set the anchor.     如申請專利範圍第3項所述之水下設置錨之強度測試方法,該浮體,其係用來當作設置該錨時所使用的工作平台船。     According to the method for testing the strength of an anchor installed underwater as described in item 3 of the scope of the patent application, the floating body is used as a work platform boat used to set the anchor.     一種浮體,其係漂浮在水面上,用來對設置在水中的錨進行設置強度測試,其係包含用來指示水中浸沒深度或浸沒體積的測量儀。     A floating body floats on the water surface and is used to perform setting strength test on an anchor provided in the water. The floating body includes a measuring instrument for indicating the immersion depth or immersion volume in water.     如申請專利範圍第6項所述之浮體,其係使用聚苯乙烯泡沫所形成。     The floating body described in item 6 of the scope of the patent application is formed by using polystyrene foam.    
TW107122171A 2018-04-24 2018-06-27 Underwater setting anchor strength test method TWI760516B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
PCT/JP2018/016556 WO2019207637A1 (en) 2018-04-24 2018-04-24 Strength testing method for underwater anchor, and floating body
WOPCT/JP2018/016556 2018-04-24

Publications (2)

Publication Number Publication Date
TW201945245A true TW201945245A (en) 2019-12-01
TWI760516B TWI760516B (en) 2022-04-11

Family

ID=67539856

Family Applications (1)

Application Number Title Priority Date Filing Date
TW107122171A TWI760516B (en) 2018-04-24 2018-06-27 Underwater setting anchor strength test method

Country Status (4)

Country Link
US (1) US20210002847A1 (en)
JP (1) JP6554694B1 (en)
TW (1) TWI760516B (en)
WO (1) WO2019207637A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114894624B (en) * 2022-07-14 2022-11-01 浙大城市学院 Drawing force measurement test device and method based on marine pipeline group anchor effect

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5934315A (en) * 1982-08-19 1984-02-24 Fujita Corp Marine structure
JPH0411595A (en) * 1990-04-27 1992-01-16 Nkk Corp Measurement of draft line
CN100387783C (en) * 2003-02-28 2008-05-14 默代克国际有限公司 Method of installation of a tension leg platform
US7891909B2 (en) * 2008-10-10 2011-02-22 Horton Deepwater Development Systems, Inc. Semi-submersible offshore structure
AU2014224153B8 (en) * 2014-07-09 2015-07-02 Woodside Energy Technologies Pty Ltd System and method for heading control of a floating lng vessel using a set of real-time monitored hull integrity data
CN205475167U (en) * 2016-03-23 2016-08-17 中交第三航务工程勘察设计院有限公司 Shallow sea territory in situ test survey platform
CN106013143B (en) * 2016-05-20 2019-01-29 中铁十六局集团地铁工程有限公司 A kind of construction of underground engineering anti-floating system anchor pole and construction method

Also Published As

Publication number Publication date
JP6554694B1 (en) 2019-08-07
JPWO2019207637A1 (en) 2020-04-30
WO2019207637A1 (en) 2019-10-31
TWI760516B (en) 2022-04-11
US20210002847A1 (en) 2021-01-07

Similar Documents

Publication Publication Date Title
Kim et al. Numerical investigation of dynamic installation of torpedo anchors in clay
JP4453842B2 (en) Underwater platform
CN111351528A (en) Submarine boundary layer observation device and laying and recycling method thereof
Bridge et al. Full-scale model tests of a steel catenary riser
O’Beirne et al. A release-to-rest model for dynamically installed anchors
CN111947826B (en) Seabed pore water pressure observation device based on internal solitary wave and working method thereof
KR101877037B1 (en) A positioning device of mooring anchor for model test and a method thereof
TWI760516B (en) Underwater setting anchor strength test method
KR102515160B1 (en) Subsea Pipeline Simulation Test Apparatus for Anchor Influence Considering Pipe-Soil-Rock Interaction, and Subsea Pipeline Stability Evaluation Method Using The Same
KR101793231B1 (en) Transferable embodiment on water reduced resistance to wave force
RU2404081C1 (en) Method for installation of submerged oceanologic float
KR100842381B1 (en) Levitation Power Measuring Instrument
Vijaya et al. Assessment of feasibility of suction pile/anchor installation and pullout testing through field tests
Gill Developments in Ocean Facilities Engineering
von Bock und Polach et al. Case based scaling: Recent developments in ice model testing technology
US3517399A (en) Mooring apparatus having a free floating buoyant element
VITYUGOV et al. The Story of the Participation of the Lazurit CDB in the Development of Array Systems for Stationary Sonars
van Velzen et al. The stability of a block mattress in a propeller induced jet
Stockstill Modeling hydrodynamic forces on vessels during navigation lock operations
Yu et al. Design and Operation Considerations for Large Jacket Installations in South China Sea
Alderson Installation of Caisson Breakwaters Under Wave Action
An Application of marine geotechnical investigation and analysis techniques in salvage project
Jenkins Pioneering Study of Deep Ocean Corrosion, 1960-1975
Knoll Laboratory Measurements of Wave Forcing and Reactions on a Model Submerged Mesh Breakwater
Dwyer et al. Experimental Verification of ABS Concrete Design Methodology Applied to the Design of the First Commercial Scale Floating Offshore Wind Turbine in the United States