TWI809297B - Securing structure of floating equipment and method thereof - Google Patents

Securing structure of floating equipment and method thereof Download PDF

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TWI809297B
TWI809297B TW109127425A TW109127425A TWI809297B TW I809297 B TWI809297 B TW I809297B TW 109127425 A TW109127425 A TW 109127425A TW 109127425 A TW109127425 A TW 109127425A TW I809297 B TWI809297 B TW I809297B
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unit
water
floating
anchor
pile
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TW109127425A
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TW202206333A (en
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蔡耿豪
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兆普能源有限公司
蔡謹郁
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Abstract

The present invention relates to a securing structure of floating equipment, comprising floating units and anchor units, which are connected to the floating units by connection elements. The characteristics of the present invention are that: a pile member structure, composed of at least more than one pile member, is connected to the anchor units by connection elements, wherein the lowest part of the pile member structure is inserted into the underwater subsoil layer; the securing method of the floating equipment comprises: soil texture exploration, drilling depth calculation and analysis, setting the anchor unit, and setting the pile member. When gusty wind or external force pulls the floating unit, the pile member structure can enhance tensile force to offset the pulling force on the anchor unit linked and driven by the floating unit in the horizontal or vertical direction, thus to prevent the anchor unit from breaking away due to pulling force from multiple directions and to achieve the enhancement of securing the floating units. The present invention can prevent the floating units from overturn due to strong pulling force and, therefore, maintain the normal operation of the facility installed on the floating units.

Description

水上設備之固定結構及其方法Fixing structure and method for aquatic equipment

本發明係關於一種水上設備之固定結構及其方法,更詳而言之,特別係指一種可強化固定強度的水上設備之固定結構及其方法。The present invention relates to a fixing structure and method for water equipment, more specifically, it refers to a fixing structure and method for water equipment that can strengthen the fixing strength.

水上設備通常係安裝於水上單元,而習知用於水上單元的固定結構及方法,係透過定錨單元固定於水下底土層並連接水上單元,以使水上單元可透過定錨單元的設置達成固定的效果。The above-water equipment is usually installed on the above-water unit, and the conventional fixing structure and method for the above-water unit is to fix the underwater subsoil through the anchor unit and connect the above-water unit, so that the above-water unit can be achieved through the setting of the anchor unit. fixed effect.

然,習知水上單元的固定結構經使用一段時間後發現,當強風或來襲時,該定錨單元會受到強拉力拉動,而該強拉力係具有水平以及垂直方向的拉力,而該定錨單元係向下固定設置於水底,因此只可抵消向上的拉力,而水平的拉力就相對較無法抵擋,因此定錨單元仍然很容易被強拉力拔出水底,最後就會脫離水底,導致其連接的水上單元產生不規則的翻覆,最後水上單元上的設施就會損傷慘重。However, after using the fixed structure of the known water unit for a period of time, it is found that when strong wind or incoming, the anchoring unit will be pulled by a strong pulling force, and the strong pulling force has horizontal and vertical pulling forces, and the anchoring unit The unit is fixed downward on the bottom of the water, so it can only counteract the upward pulling force, while the horizontal pulling force is relatively irresistible, so the anchoring unit is still easily pulled out of the water bottom by strong pulling force, and finally it will break away from the bottom of the water, causing its connection The above water unit produces irregular overturning, and finally the facilities on the water unit will suffer heavy damage.

有鑑於此,本案申請人遂依其多年從事相關領域之研發經驗,針對前述之缺失進行深入探討,並依前述需求積極尋求解決之道,歷經長時間的努力研究與多次測試,終於完成本發明。In view of this, the applicant in this case conducted in-depth discussions on the above-mentioned deficiencies based on his years of research and development experience in related fields, and actively sought solutions based on the above-mentioned needs. After long-term hard research and multiple tests, he finally completed this project. invention.

本發明之主要目的在於一種水上設備之固定結構及其方法,更詳而言之,特別係指一種可強化固定強度的水上設備之固定結構及其方法。The main purpose of the present invention is a fixing structure and method for water equipment, more specifically, a fixing structure and method for water equipment that can strengthen the fixing strength.

為達上述目的,本發明水上設備之固定結構,大致上包含水上單元、定錨單元、以及樁體結構。In order to achieve the above-mentioned purpose, the fixing structure of the above-water equipment of the present invention generally includes an above-water unit, an anchor unit, and a pile structure.

所述水上單元,係浮在水上,其上可設置其他設備。The above-water unit is floating on the water, on which other equipment can be arranged.

所述定錨單元,係設與水上單元以連接件進行連接,其下方插入水下的底土層表層與地底黏土層之間,以提供水上單元固定。The anchoring unit is connected with the above-water unit by a connecting piece, and its lower part is inserted between the surface layer of the subsoil layer and the underground clay layer to provide fixation of the above-water unit.

所述樁體結構,係包括有至少一個以上的樁體,該樁體結構與定錨單元以連接件進行連接,而該樁體下方插入水下底土層裡,以強化定錨單元的固定強度。The pile body structure includes at least one pile body, the pile body structure is connected with the anchoring unit by a connector, and the bottom of the pile body is inserted into the underwater subsoil layer to strengthen the fixing strength of the anchoring unit .

其中,多個樁體之間係相互連接,可達到連鎖固定的效應。Among them, the multiple piles are connected to each other, which can achieve the effect of interlocking and fixing.

其中,該定錨單元與水上單元連接的連接件係鋼索,或其他金屬件,以強化其連接強度。Wherein, the connection between the anchoring unit and the above-water unit is a steel cable or other metal parts to strengthen the connection strength.

其中,該定錨單元與多個樁體之間連接的連接件係鋼索,或其他金屬件,以強化其連接強度。Wherein, the connection between the anchor unit and the multiple piles is a steel cable or other metal parts to strengthen the connection strength.

其中,該定錨單元設置的孔洞深度較高於樁體結構中樁體設置的孔洞深度,因此各樁體相較於定錨單元更深入底土層,以使各樁體與定錨單元間產生高低差,進而可在強拉力施予定錨單元時,提供協助抵消垂直向上方向的拉力。Wherein, the hole depth of the anchoring unit is higher than that of the pile body in the pile structure, so each pile body is deeper into the subsoil layer than the anchoring unit, so that there is a gap between each pile body and the anchoring unit. The height difference can then provide assistance to counteract the vertical upward pulling force when a strong pulling force is applied to the anchor unit.

藉由前述技術特徵,當狂風或是外力強力拉動水上單元時,樁體結構可加強抵消水上單元連動定錨單元水平或垂直方向的拉力,可避免定錨單元受到多方向拉力而脫離水底,使本發明達成更加強化固定水上單元的作用,以此避免水上單元因強拉力而翻覆,如此一來即可更加穩定維持水上單元上的設備正常運作。With the aforementioned technical features, when the above-water unit is pulled strongly by strong winds or external forces, the pile structure can strengthen and offset the horizontal or vertical pulling force of the above-water unit linked with the anchor unit, which can prevent the anchor unit from being pulled from the bottom by multi-directional tension, making the The present invention further strengthens the effect of fixing the above-water unit, so as to prevent the above-water unit from overturning due to strong pulling force, so that the normal operation of the equipment on the above-water unit can be more stably maintained.

本發明水上設備之固定方法,適用於前述水上設備之固定結構,包含有下列步驟:The fixing method of the water equipment of the present invention is applicable to the above-mentioned fixing structure of the water equipment, and includes the following steps:

土質探勘S1:確認水底下的底土層表面及地底黏土層之間的厚度;Soil prospecting S1: Confirm the thickness between the surface of the subsoil layer and the subsoil layer under the water;

計算分析鑽孔深度S2:透過鑽孔設備在水底下的底土層表層及地底黏土層鑽出即將設置定錨單元的孔洞,以及與該孔洞適當距離處鑽出即將設置樁體的孔洞;Calculation and analysis of the drilling depth S2: use the drilling equipment to drill the hole where the anchor unit will be set in the subsoil surface and the subsurface clay layer under the water, and drill the hole where the pile body will be set at an appropriate distance from the hole;

設置定錨單元S3:將定錨單元設置固定進入該孔洞,並以連接件連接該定錨單元與水上單元;Setting the anchoring unit S3: setting and fixing the anchoring unit into the hole, and connecting the anchoring unit and the above-water unit with connectors;

設置樁體S4:將至少一樁體於距離定錨單元適當距離處的孔洞設置固定形成樁體結構,並以連接件連接定錨單元與樁體結構之間。Installing piles S4: setting and fixing at least one pile in a hole at an appropriate distance from the anchoring unit to form a pile structure, and connecting the anchoring unit and the pile structure with connectors.

藉由前述的方法,可使定錨單元及樁體結構都能確實設於水下底土層內,以確保其固定深度夠深,該固定強度才會夠強,另外該設置深度不會超過地底黏土層,以免水會因黏土層破裂而向下流入黏土層,造成水源流失,因此透過樁體結構可達到提高定錨單元固定強度的作用。By means of the aforementioned method, both the anchoring unit and the pile structure can be set in the underwater subsoil to ensure that the fixing depth is deep enough, the fixing strength will be strong enough, and the setting depth will not exceed the ground Clay layer, so as to prevent water from flowing down into the clay layer due to the cracking of the clay layer, causing water loss. Therefore, the fixing strength of the anchoring unit can be improved through the pile structure.

為期許本發明之目的、功效、特徵及結構能夠有更為詳盡之瞭解,茲舉較佳實施例並配合圖式說明如後。In order to allow a more detailed understanding of the purpose, function, features and structure of the present invention, the preferred embodiments are described below with accompanying drawings.

首先請參閱圖1、圖2,圖1為本發明較佳實施例水上設備之固定結構側面示意圖,圖2為本發明較佳實施例水上設備之固定結構俯視示意圖。Please refer to Fig. 1 and Fig. 2 first. Fig. 1 is a schematic side view of the fixed structure of the preferred embodiment of the present invention, and Fig. 2 is a top view of the fixed structure of the preferred embodiment of the present invention.

本發明較佳實施例水上設備之固定結構1,其大致上包含水上單元11、定錨單元12、以及樁體結構13。The fixed structure 1 of the above-water equipment according to the preferred embodiment of the present invention generally includes an above-water unit 11 , an anchor unit 12 , and a pile structure 13 .

所述水上單元11,係浮在水上,其上可設置其他設備,例如:太陽能板。The above-water unit 11 is floating on the water, on which other equipment, such as solar panels, can be arranged.

所述定錨單元12,係設與水上單元11以連接件A進行連接,其下方插入水下的底土層表層與地底黏土層之間,以提供水上單元11固定。The anchoring unit 12 is connected with the above-water unit 11 by a connector A, and its lower part is inserted between the surface layer of the underwater subsoil layer and the underground clay layer to provide the above-water unit 11 for fixing.

所述樁體結構13,係包括有至少一個以上的樁體131,該樁體結構13與定錨單元12以連接件A進行連接,而該樁體結構13下方插入水下底土層裡,以強化定錨單元的固定強度。The pile body structure 13 includes at least one pile body 131, the pile body structure 13 and the anchor unit 12 are connected with the connector A, and the bottom of the pile body structure 13 is inserted into the underwater subsoil layer, so as to Strengthen the fixing strength of the anchor unit.

其中,多個樁體131之間係相互連接,可達到連鎖固定的效應。Wherein, the plurality of pile bodies 131 are connected to each other, which can achieve the effect of interlocking and fixing.

其中,多個樁體131之間係可有多元的排列方式,可以為平行於定錨單元,或是垂直於定錨單元…等。Among them, the multiple piles 131 can be arranged in multiple ways, which can be parallel to the anchor unit, or perpendicular to the anchor unit...etc.

其中,樁體131可用傾斜的方式設置於水下底土層裡,可以在強拉力施予定錨單元12時提供加強垂直或平行方向的抵抗強拉力。Wherein, the pile body 131 can be installed in the underwater subsoil layer in an inclined manner, and can provide strong resistance to a vertical or parallel direction when a strong tensile force is applied to the anchoring unit 12 .

其中,該定錨單元12與水上單元11連接的連接件A係鋼索,或其他金屬件,以強化其連接強度。Wherein, the connecting piece A connecting the anchoring unit 12 and the above-water unit 11 is a steel cable or other metal parts to strengthen the connection strength.

其中,該定錨單元12與多個樁體結構13之間連接的連接件A係鋼索,或其他金屬件,以強化其連接強度。Wherein, the connecting piece A between the anchoring unit 12 and the plurality of pile structures 13 is a steel cable or other metal pieces to enhance the connection strength.

其中,該定錨單元12設置的孔洞深度較高於樁體131設置的孔洞深度,因此樁體131相較於定錨單元12更深入底土層,以使樁體131與定錨單元12間產生高低差,進而可在強拉力施予定錨單元12時,協助抵消向上部份的拉力。Wherein, the depth of the hole provided by the anchor unit 12 is higher than the depth of the hole provided by the pile body 131, so the pile body 131 is deeper in the subsoil layer than the anchor unit 12, so that there is a gap between the pile body 131 and the anchor unit 12. The height difference, and then when a strong pulling force is applied to the anchor unit 12, can help offset the upward part of the pulling force.

藉由前述技術特徵,當狂風或是外力強力拉動水上單元11時,樁體結構13可加強抵消水上單元11連動定錨單元12水平或垂直方向的拉力,可避免定錨單元12受到多方向拉力而脫離水底,達成更加強化固定水上單元11的作用,以此避免水上單元11因強拉力而翻覆,如此一來即可更加穩定維持水上單元11上的設施正常運作。With the aforementioned technical features, when the above-water unit 11 is pulled strongly by strong wind or external force, the pile structure 13 can strengthen and offset the horizontal or vertical pulling force of the above-water unit 11 and the anchor unit 12, which can prevent the anchor unit 12 from being subjected to multi-directional tension. By breaking away from the bottom of the water, the effect of strengthening and fixing the above-water unit 11 can be achieved, so as to prevent the above-water unit 11 from overturning due to strong pulling force, so that the normal operation of the facilities on the above-water unit 11 can be maintained more stably.

請參閱圖3,圖3為本發明較佳實施例水上設備之固定方法流程圖。Please refer to Fig. 3, Fig. 3 is a flowchart of a method for fixing water equipment according to a preferred embodiment of the present invention.

本發明較佳實施例水上設備之固定方法,適用於前述水上設備之固定結構1,其包含有下列步驟:The method for fixing water equipment in a preferred embodiment of the present invention is suitable for the above-mentioned fixing structure 1 of water equipment, which includes the following steps:

土質探勘S1:確認水底下的底土層表面及地底黏土層之間的厚度;Soil prospecting S1: Confirm the thickness between the surface of the subsoil layer and the subsoil layer under the water;

計算分析鑽孔深度S2:透過鑽孔設備在水底下的底土層表層及地底黏土層鑽出即將設置定錨單元的孔洞,以及與該孔洞適當距離處鑽出即將設置樁體的孔洞;Calculation and analysis of the drilling depth S2: use the drilling equipment to drill the hole where the anchor unit will be set in the subsoil surface and the subsurface clay layer under the water, and drill the hole where the pile body will be set at an appropriate distance from the hole;

設置定錨單元S3:將定錨單元設置固定進入該孔洞,並以連接件連接該定錨單元與水上單元;Setting the anchoring unit S3: setting and fixing the anchoring unit into the hole, and connecting the anchoring unit and the above-water unit with connectors;

設置樁體S4:將至少一樁體於距離定錨單元適當距離處的孔洞設置固定形成樁體結構,並以連接件連接定錨單元與樁體結構之間。Installing piles S4: setting and fixing at least one pile in a hole at an appropriate distance from the anchoring unit to form a pile structure, and connecting the anchoring unit and the pile structure with connectors.

藉由前述的方法,可使定錨單元及樁體結構都能確實設於水下底土層內,以確保兩者插入深度夠深,該固定強度才會夠強,另外該設置深度不會超過地底黏土層,以免水會因黏土層破裂而向下流入黏土層,造成水源流失,進而透過樁體結構達到提高定錨單元固定強度的作用。By means of the aforementioned method, both the anchor unit and the pile structure can be set in the underwater subsoil to ensure that the insertion depth of the two is deep enough, and the fixing strength will be strong enough, and the setting depth will not exceed Underground clay layer, so as to prevent water from flowing down into the clay layer due to the cracking of the clay layer, causing water loss, and then through the pile structure to improve the fixing strength of the anchoring unit.

故,本發明在同類產品中具有極佳之進步性以及實用性,同時查遍國內外關於此類結構之技術資料文獻後,確實未發現有相同或近似之構造存在於本案申請之前,因此本案應已符合『創作性』、『合於產業利用性』以及『進步性』的專利要件,爰依法提出申請之。Therefore, the present invention has excellent advancement and practicability among similar products. At the same time, after checking the technical data and documents about this type of structure at home and abroad, it is true that no identical or similar structure exists before the application of this case. Therefore, this case Should have met the patent requirements of "creativity", "suitability for industrial utilization" and "progressiveness", the application should be filed in accordance with the law.

唯,以上所述者,僅係本發明之較佳實施例而已,舉凡應用本發明說明書及申請專利範圍所為之其它等效結構變化者,理應包含在本發明之申請專利範圍內。Only, what is described above is only a preferred embodiment of the present invention, and all other equivalent structural changes made by applying the description of the present invention and the scope of the patent application should be included in the scope of the patent application of the present invention.

1:水上設備之固定結構 11:水上單元 12:定錨單元 13:樁體結構 131:樁體 A:連接件 2:水上設備之固定方法 S1:土質探勘 S2:計算分析鑽孔深度 S3:設置定錨單元 S4:設置樁體1: Fixed structure of water equipment 11: Water unit 12: Anchoring unit 13: Pile structure 131: Pile body A: Connector 2: Fixing method of water equipment S1: Soil quality prospecting S2: Calculate and analyze the drilling depth S3: Set the anchor unit S4: Set the pile body

圖1:本發明較佳實施例水上設備之固定結構側面示意圖; 圖2:本發明較佳實施例水上設備之固定結構俯視示意圖; 圖3:本發明較佳實施例水上設備之固定方法流程圖。Fig. 1: the side schematic diagram of the fixing structure of the water equipment of the preferred embodiment of the present invention; Figure 2: a schematic top view of the fixed structure of the water equipment in a preferred embodiment of the present invention; Fig. 3: Flowchart of the fixing method of the water equipment in the preferred embodiment of the present invention.

無。none.

2:水上設備之固定方法2: Fixing method of water equipment

S1:土質探勘S1: Soil Prospecting

S2:計算分析鑽孔深度S2: Calculate and analyze the drilling depth

S3:設置定錨單元S3: Set the anchor unit

S4:設置樁體S4: Set the pile body

Claims (1)

一種水上設備之固定方法,該包含有下列步驟:土質探勘S1:確認水底下的底土層表面及地底黏土層之間的厚度;計算分析鑽孔深度S2:透過鑽孔設備在水底下的底土層表層及地底黏土層鑽出即將設置定錨單元的孔洞,以及與該孔洞適當距離處鑽出即將設置樁體的孔洞;設置定錨單元S3:將定錨單元設置固定進入該孔洞,並以連接件連接該定錨單元與水上單元;設置樁體S4:將至少一樁體於距離定錨單元適當距離處的孔洞設置固定形成樁體結構,並以連接件連接定錨單元與樁體結構之間。 A method for fixing water equipment, which includes the following steps: soil survey S1: confirm the thickness between the surface of the subsoil layer under the water and the subsoil layer; calculate and analyze the drilling depth S2: drill the subsoil layer under the water through the drilling equipment Drill out the hole where the anchor unit will be set in the surface layer and the underground clay layer, and drill the hole where the pile body will be set at an appropriate distance from the hole; set the anchor unit S3: set and fix the anchor unit into the hole, and connect Connect the anchor unit and the above-water unit with a piece; set up the pile S4: set and fix at least one pile in a hole at an appropriate distance from the anchor unit to form a pile structure, and connect the anchor unit and the pile structure with a connecting piece between.
TW109127425A 2020-08-12 2020-08-12 Securing structure of floating equipment and method thereof TWI809297B (en)

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1325792C (en) * 2002-05-27 2007-07-11 威斯塔斯风力系统公开有限公司 Method of mounting wind turbine, wind turbine foundation and wind turbine assembly
CN101157378A (en) * 2006-10-08 2008-04-09 陈杰诚 Off land loading and unloading anchoring system and anchoring method for liquid bulk cargo carrier
EP2354535A1 (en) * 2009-12-29 2011-08-10 Kyowa Co., Ltd. Method for constructing a foundation for a wind power generation system
WO2012080717A1 (en) * 2010-12-13 2012-06-21 Tidalstream Limited Marine structure anchor
WO2017189108A1 (en) * 2016-04-25 2017-11-02 X Development Llc Floating photovoltaic power generation system
CN207582481U (en) * 2017-12-13 2018-07-06 四川建筑职业技术学院 A kind of firm banking of deep-sea oil production platform frame
TW201938452A (en) * 2018-03-15 2019-10-01 日商環境資源開發顧問股份有限公司 Anchor mooring device
CN210942138U (en) * 2019-09-30 2020-07-07 合肥阳光新能源科技有限公司 Water surface photovoltaic power generation system and anchoring device thereof

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1325792C (en) * 2002-05-27 2007-07-11 威斯塔斯风力系统公开有限公司 Method of mounting wind turbine, wind turbine foundation and wind turbine assembly
CN101157378A (en) * 2006-10-08 2008-04-09 陈杰诚 Off land loading and unloading anchoring system and anchoring method for liquid bulk cargo carrier
EP2354535A1 (en) * 2009-12-29 2011-08-10 Kyowa Co., Ltd. Method for constructing a foundation for a wind power generation system
WO2012080717A1 (en) * 2010-12-13 2012-06-21 Tidalstream Limited Marine structure anchor
WO2017189108A1 (en) * 2016-04-25 2017-11-02 X Development Llc Floating photovoltaic power generation system
CN207582481U (en) * 2017-12-13 2018-07-06 四川建筑职业技术学院 A kind of firm banking of deep-sea oil production platform frame
TW201938452A (en) * 2018-03-15 2019-10-01 日商環境資源開發顧問股份有限公司 Anchor mooring device
CN210942138U (en) * 2019-09-30 2020-07-07 合肥阳光新能源科技有限公司 Water surface photovoltaic power generation system and anchoring device thereof

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