CN110510067B - Double-anchor-plate suction penetration type normal bearing anchor and installation method thereof - Google Patents
Double-anchor-plate suction penetration type normal bearing anchor and installation method thereof Download PDFInfo
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/24—Anchors
- B63B21/38—Anchors pivoting when in use
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
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Abstract
Description
技术领域Technical Field
本发明涉及海工锚固基础技术领域,尤其涉及一种双锚板吸力贯入式法向承力锚及其安装方法。The invention relates to the technical field of marine engineering anchoring foundations, and in particular to a double-anchor plate suction penetration type normal bearing anchor and an installation method thereof.
背景技术Background technique
随着深海油气开发及海上风电等深水作业的逐渐增加,对采用各类系泊系统的浮式结构物的需求随之增加。各种海工锚固基础是深水锚泊系统的重要组成部分,其通过在海床与海洋土的相互作用提供足够的承载力,进而经由锚泊系统实现对浮式结构物的系泊作用来保证浮式结构物的稳定性。各类海工基础主要有拖曳锚,法向承力锚,吸力锚,吸力贯入式板锚,动力贯入式锚等。这些锚固基础具有不同的承载能力和安装方式。拖曳锚和法向承力锚具有较好的承载能力,也因其拖曳贯入安装的经济性,在海洋工程中使用较为广泛。吸力锚和吸力贯入式锚也逐渐因其经济和便捷的吸力贯入式安装方式,逐渐在海洋工程中得到应用。With the gradual increase in deep-water operations such as deep-sea oil and gas development and offshore wind power, the demand for floating structures using various mooring systems has increased accordingly. Various marine anchor foundations are an important part of the deep-water anchoring system. They provide sufficient bearing capacity through the interaction between the seabed and the marine soil, and then achieve the mooring of the floating structure through the anchoring system to ensure the stability of the floating structure. Various types of marine foundations mainly include towing anchors, normal bearing anchors, suction anchors, suction penetration plate anchors, and dynamic penetration anchors. These anchor foundations have different bearing capacities and installation methods. Towing anchors and normal bearing anchors have good bearing capacity, and are widely used in marine engineering due to the economy of towing penetration installation. Suction anchors and suction penetration anchors are also gradually being used in marine engineering due to their economical and convenient suction penetration installation methods.
尽管目前深水浮式结构物及其锚泊系统的应用已经较多,但对其相关研究仍不足以满足未来对深水及超深水极端风浪荷载下的开发技术需求,尤其是针对海上浮式风机的锚固基础的相关研究中,仍缺乏对可靠的高承载锚固基础的研究。且随着浮式风机技术研究,对高承载高可靠性低成本的锚固基础的需求逐渐增加。传统的法向承力锚具有简单的结构,但其安装采用拖曳安装,其安装轨迹难以预测和确定,导致对其承载的预估和现场安装存在不可靠性;吸力贯入式板锚安装深度可靠,同时因其安装方式,使其结构的承载受限。Although deepwater floating structures and their mooring systems are already widely used, the relevant research is still insufficient to meet the future development technology needs under extreme wind and wave loads in deepwater and ultra-deepwater. In particular, in the relevant research on the anchoring foundation of offshore floating wind turbines, there is still a lack of research on reliable high-load anchoring foundations. And with the research on floating wind turbine technology, the demand for high-load, high-reliability, and low-cost anchoring foundations is gradually increasing. The traditional normal load-bearing anchor has a simple structure, but it is installed by dragging, and its installation trajectory is difficult to predict and determine, resulting in unreliability in its load estimation and on-site installation; the suction penetration plate anchor has a reliable installation depth, but its installation method limits the load of its structure.
发明内容Summary of the invention
本发明主要是解决现有技术中所存在的技术问题,从而提供一种结构简单、承载面积大,安装深度明确、易于生产和安装、具有较好的经济性和可靠性的双锚板吸力贯入式法向承力锚及其安装方法。The present invention mainly solves the technical problems existing in the prior art, thereby providing a double anchor plate suction penetration normal bearing anchor and its installation method which has a simple structure, a large bearing area, a clear installation depth, is easy to produce and install, and has good economy and reliability.
本发明的上述技术问题主要是通过下述技术方案得以解决的:The above technical problems of the present invention are mainly solved by the following technical solutions:
本发明提供的双锚板吸力贯入式法向承力锚,其包括:The double anchor plate suction penetration type normal bearing anchor provided by the present invention comprises:
锚体,包括连接板和两个对称锚板,两个所述对称锚板对称设置在所述连接板的左右两侧,所述连接板和对称锚板之间通过连接卡扣旋转连接,每个所述对称锚板可单独绕所述连接板进行旋转,且每个所述对称锚板的四周边角处设有多个锚胫连接孔;An anchor body, comprising a connecting plate and two symmetrical anchor plates, the two symmetrical anchor plates are symmetrically arranged on the left and right sides of the connecting plate, the connecting plate and the symmetrical anchor plates are rotatably connected by connecting buckles, each of the symmetrical anchor plates can rotate around the connecting plate independently, and a plurality of anchor shank connection holes are arranged at the four corners of each symmetrical anchor plate;
两个单板锚胫,分别与两个对称锚板一一对应连接,其中,每个所述单板锚胫由多个单板锚链组成,多个所述单板锚链的一端与第一角度调节器相连接,多个所述单板锚链的另一端与其中一个对称锚板的锚胫连接孔相连接;所述第一角度调节器上连接有第一安装线;Two single plate anchor shanks are connected to two symmetrical anchor plates one by one, wherein each single plate anchor shank is composed of a plurality of single plate anchor chains, one end of each of the single plate anchor chains is connected to a first angle adjuster, and the other end of each of the single plate anchor chains is connected to an anchor shank connection hole of one of the symmetrical anchor plates; a first installation line is connected to the first angle adjuster;
双板锚胫,由多个双板锚链组成,多个所述双板锚链的一端与第二角度调节器相连接,其另一端分别与两个所述对称锚板的外侧锚胫连接孔相连接;其中,所述第二角度调节器上连接有第二安装线和锚线;A double-plate anchor shank, composed of a plurality of double-plate anchor chains, one end of each of which is connected to a second angle adjuster, and the other end of each of which is respectively connected to the outer anchor shank connection holes of the two symmetrical anchor plates; wherein the second angle adjuster is connected to a second installation line and an anchor line;
当处于安装模式时,所述锚体处于合并状态并卡设在吸力沉箱的底部凹槽内,所述第一安装线、第二安装线和锚线位于所述吸力沉箱内;当处于工作模式时,两个对称锚板旋转至与所述连接板同平面,所述连接卡扣锁紧。When in the installation mode, the anchor body is in a combined state and is stuck in the bottom groove of the suction caisson, and the first installation line, the second installation line and the anchor line are located in the suction caisson; when in the working mode, the two symmetrical anchor plates are rotated to be in the same plane as the connecting plate, and the connecting buckle is locked.
进一步地,每个所述对称锚板可独立绕所述连接板旋转的角度为0°-90°。Furthermore, each of the symmetrical anchor plates can independently rotate around the connecting plate at an angle of 0°-90°.
进一步地,所述吸力沉箱的顶部设有固定孔,所述当处于安装模式时,所述第一安装线、第二安装线和锚线通过所述固定孔固定在所述吸力沉箱内。Furthermore, a fixing hole is provided on the top of the suction caisson, and when in the installation mode, the first installation line, the second installation line and the anchor line are fixed in the suction caisson through the fixing hole.
进一步地,所述对称锚板的形状为平板型,且所述对称锚板的四周边角处锚胫连接孔的数量为四个。Furthermore, the shape of the symmetrical anchor plate is a flat plate, and the number of anchor shank connection holes at the four corners of the symmetrical anchor plate is four.
本发明的安装上述所述的双锚板吸力贯入式法向承力锚的安装方法,其包括以下步骤:The installation method of the double anchor plate suction penetration type normal bearing anchor of the present invention comprises the following steps:
S1、将锚体翻转合并后卡设在吸力沉箱的底部凹槽内,第一安装线、第二安装线和锚线固定在吸力沉箱内;S1. The anchor body is flipped over and combined and then clamped in the bottom groove of the suction caisson, and the first installation line, the second installation line and the anchor line are fixed in the suction caisson;
S2、到达设计安装位置,吸力沉箱收回;S2, arrive at the designed installation position, and the suction caisson is retracted;
S3、牵拉第一安装线调整第一角度调节器,使两个对称锚板旋转至与所述连接板同平面,并使所述连接卡扣锁紧;S3, pulling the first installation line to adjust the first angle adjuster, so that the two symmetrical anchor plates rotate to be in the same plane as the connecting plate, and the connecting buckle is locked;
S4、牵拉第二安装线调整第二角度调节器,使锚体平面与锚线垂直,锚体进入工作状态。S4. Pull the second installation line to adjust the second angle adjuster so that the plane of the anchor body is perpendicular to the anchor line, and the anchor body enters the working state.
进一步地,还包括步骤:S5、将所述第一安装线和第二安装线连接水面浮筒。Furthermore, the method further comprises the step: S5, connecting the first installation line and the second installation line to a water surface buoy.
本发明的有益效果在于:通过采用两个对称锚板和单板锚胫、双板锚胫相结合的方式,在高承载法向承力锚的基础上结合了吸力式安装的优势,解决现有法向承力锚在拖曳贯入过程中因锚板轨迹不可见,且预测难导致的锚板最终位置难确定的问题,同时,本发明具有结构简单、承载面积大,安装深度明确、易于生产和安装、具有较好的经济性和可靠性等优点。The beneficial effects of the present invention are as follows: by adopting a combination of two symmetrical anchor plates and a single-plate anchor shank and a double-plate anchor shank, the advantages of suction installation are combined on the basis of a high-load normal load-bearing anchor, thereby solving the problem that the final position of the anchor plate is difficult to determine during the dragging and penetration process of the existing normal load-bearing anchor due to the invisible and difficult to predict trajectory of the anchor plate. At the same time, the present invention has the advantages of simple structure, large load-bearing area, clear installation depth, easy production and installation, good economy and reliability, etc.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.
图1是本发明的双锚板吸力贯入式法向承力锚的工作模式的状态示意图;FIG1 is a schematic diagram of the working mode of the double anchor plate suction penetration type normal bearing anchor of the present invention;
图2是本发明的双锚板吸力贯入式法向承力锚的安装模式的状态示意图。FIG. 2 is a schematic diagram of the installation mode of the double anchor plate suction penetration type normal bearing anchor of the present invention.
具体实施方式Detailed ways
下面结合附图对本发明的优选实施例进行详细阐述,以使本发明的优点和特征能更易于被本领域技术人员理解,从而对本发明的保护范围做出更为清楚明确的界定。The preferred embodiments of the present invention are described in detail below in conjunction with the accompanying drawings so that the advantages and features of the present invention can be more easily understood by those skilled in the art, thereby making a clearer and more definite definition of the protection scope of the present invention.
参阅图1-2所示,本发明的双锚板吸力贯入式法向承力锚,其包括:Referring to FIGS. 1-2 , the double anchor plate suction penetration normal bearing anchor of the present invention comprises:
锚体,包括连接板3和两个对称锚板4,两个所述对称锚板4对称设置在所述连接板3的左右两侧,所述连接板3和对称锚板4之间通过连接卡扣14旋转连接,每个所述对称锚板4可单独绕所述连接板3进行旋转,且每个所述对称锚板4的四周边角处设有多个锚胫连接孔5;The anchor body comprises a connecting plate 3 and two symmetrical anchor plates 4, wherein the two symmetrical anchor plates 4 are symmetrically arranged on the left and right sides of the connecting plate 3, and the connecting plate 3 and the symmetrical anchor plates 4 are rotatably connected via a connecting buckle 14, and each of the symmetrical anchor plates 4 can rotate around the connecting plate 3 independently, and each of the symmetrical anchor plates 4 is provided with a plurality of anchor shank connection holes 5 at the four corners of the periphery;
两个单板锚胫6,分别与两个对称锚板4一一对应连接,其中,每个所述单板锚胫由多个单板锚链组成,多个所述单板锚链的一端与第一角度调节器7相连接,多个所述单板锚链的另一端与其中一个对称锚板4的锚胫连接孔5相连接;所述第一角度调节器7上连接有第一安装线8;Two single plate anchor shanks 6 are connected to two symmetrical anchor plates 4 in one-to-one correspondence, wherein each single plate anchor shank is composed of a plurality of single plate anchor chains, one end of the plurality of single plate anchor chains is connected to a first angle adjuster 7, and the other end of the plurality of single plate anchor chains is connected to an anchor shank connection hole 5 of one of the symmetrical anchor plates 4; a first installation line 8 is connected to the first angle adjuster 7;
双板锚胫9,由多个双板锚链组成,多个所述双板锚链的一端与第二角度调节器10相连接,其另一端分别与两个所述对称锚板4的外侧锚胫连接孔5相连接;其中,所述第二角度调节器10上连接有第二安装线11和锚线12;The double-plate anchor shank 9 is composed of a plurality of double-plate anchor chains, one end of each of which is connected to a second angle adjuster 10, and the other end of each of which is connected to the outer anchor shank connection holes 5 of the two symmetrical anchor plates 4, respectively; wherein the second angle adjuster 10 is connected to a second installation line 11 and an anchor line 12;
当处于安装模式时,所述锚体处于合并状态并卡设在吸力沉箱1的底部凹槽2内,所述第一安装线8、第二安装线11和锚线12位于所述吸力沉箱1内;当处于工作模式时,两个对称锚板4旋转至与所述连接板3同平面,所述连接卡扣14锁紧。When in the installation mode, the anchor body is in a combined state and is stuck in the bottom groove 2 of the suction caisson 1, and the first installation line 8, the second installation line 11 and the anchor line 12 are located in the suction caisson 1; when in the working mode, the two symmetrical anchor plates 4 are rotated to be in the same plane as the connecting plate 3, and the connecting buckle 14 is locked.
具体地,为了能调节每个对称锚板4的旋转角度,使其能在安装模式和工作模式中进行切换,每个所述对称锚板4可独立绕所述连接板旋转的角度为0°-90°。Specifically, in order to adjust the rotation angle of each symmetrical anchor plate 4 so that it can be switched between the installation mode and the working mode, each of the symmetrical anchor plates 4 can independently rotate around the connecting plate at an angle of 0°-90°.
较佳地,所述吸力沉箱1的顶部设有固定孔13,所述当处于安装模式时,所述第一安装线8、第二安装线11和锚线12通过所述固定孔13固定在所述吸力沉箱1内。Preferably, a fixing hole 13 is provided on the top of the suction caisson 1 , and when in the installation mode, the first installation line 8 , the second installation line 11 and the anchor line 12 are fixed in the suction caisson 1 through the fixing hole 13 .
较佳地,所述对称锚板4的形状为平板型,即:可以采用目前法向承力锚锚板和吸力贯入式板锚等现有板锚结构及类似设计;且所述对称锚板4的四周边角处锚胫连接孔5的数量为四个,方便调节对称锚板4的旋转角度。Preferably, the shape of the symmetrical anchor plate 4 is a flat plate, that is, existing plate anchor structures such as normal load-bearing anchor plates and suction penetration plate anchors and similar designs can be adopted; and the number of anchor shank connection holes 5 at the four corners of the symmetrical anchor plate 4 is four, which is convenient for adjusting the rotation angle of the symmetrical anchor plate 4.
本发明安装上述双锚板吸力贯入式法向承力锚的安装方法,其包括以下步骤:The present invention provides a method for installing the above-mentioned double anchor plate suction penetration type normal bearing anchor, which comprises the following steps:
S1、将锚体翻转合并后卡设在吸力沉箱1的底部凹槽2内,所述第一安装线8、第二安装线11和锚线12固定在吸力沉箱1内;S1, flipping and merging the anchor body and clamping it in the bottom groove 2 of the suction caisson 1, and fixing the first installation line 8, the second installation line 11 and the anchor line 12 in the suction caisson 1;
S2、到达设计安装位置,吸力沉箱1收回;S2, reaching the designed installation position, the suction caisson 1 is retracted;
S3、牵拉第一安装线8调整第一角度调节器7,使两个对称锚板4旋转至与所述连接板3同平面,并使所述连接卡扣14锁紧;S3, pull the first installation line 8 to adjust the first angle adjuster 7, so that the two symmetrical anchor plates 4 rotate to be in the same plane as the connecting plate 3, and lock the connecting buckle 14;
S4、牵拉第二安装线11调整第二角度调节器10,使锚体平面与锚线12垂直,锚体进入工作状态。S4, pulling the second installation line 11 to adjust the second angle adjuster 10, so that the plane of the anchor body is perpendicular to the anchor line 12, and the anchor body enters the working state.
本发明中,为了便于观察和操作第一安装线8和第二安装线11,其还包括步骤:S5、将所述第一安装线8和第二安装线11连接水面浮筒。In the present invention, in order to facilitate observation and operation of the first installation line 8 and the second installation line 11, it also includes the step: S5, connecting the first installation line 8 and the second installation line 11 to the surface buoy.
综上所述,本发明的优点在于:In summary, the advantages of the present invention are:
通过采用两个对称锚板和单板锚胫、双板锚胫相结合的方式,在高承载法向承力锚的基础上结合了吸力式安装的优势,解决现有法向承力锚在拖曳贯入过程中因锚板轨迹不可见,且预测难导致的锚板最终位置难确定的问题,同时,本发明具有结构简单、承载面积大,安装深度明确、易于生产和安装、具有较好的经济性和可靠性等优点。By adopting a combination of two symmetrical anchor plates and single-plate anchor shanks and double-plate anchor shanks, the advantages of suction installation are combined on the basis of high-load normal bearing anchors, thereby solving the problem of difficulty in determining the final position of the anchor plates during the dragging and penetration process of existing normal bearing anchors due to the invisible and unpredictable anchor plate trajectory. At the same time, the present invention has the advantages of simple structure, large load-bearing area, clear installation depth, easy production and installation, good economy and reliability, etc.
以上所述,仅为本发明的具体实施方式,但本发明的保护范围并不局限于此,任何不经过创造性劳动想到的变化或替换,都应涵盖在本发明的保护范围之内。因此,本发明的保护范围应该以权利要求书所限定的保护范围为准。The above is only a specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any changes or substitutions that are not conceived through creative work should be included in the protection scope of the present invention. Therefore, the protection scope of the present invention should be based on the protection scope defined in the claims.
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Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20150077559A (en) * | 2013-12-27 | 2015-07-08 | 대우조선해양 주식회사 | pile input plate type anchor and installing method thereof |
CN210592330U (en) * | 2019-09-19 | 2020-05-22 | 上海交通大学 | A double anchor plate suction penetration type normal bearing anchor |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09226680A (en) * | 1996-02-28 | 1997-09-02 | Nippon Sagiyousen Kyokai | Mooring device that can be expanded and folded |
CN101624086B (en) * | 2009-08-04 | 2011-08-10 | 天津大学 | Vertically loaded anchor (VLA) dragging-mooring switching mechanism |
KR101439759B1 (en) * | 2013-03-29 | 2014-09-15 | 주식회사 포스코건설 | Mooring anchor fixing method using suction pile |
WO2015148792A1 (en) * | 2014-03-27 | 2015-10-01 | Intermoor, Inc. | Actively steerable gravity embedded anchor systems and methods for using the same |
CN105346677B (en) * | 2015-11-10 | 2018-03-23 | 中国海洋石油总公司 | A kind of folding plate anchor and its application method |
CN107268672B (en) * | 2017-07-31 | 2019-03-29 | 河海大学 | A kind of plate anchor foundation mounting structure and method convenient for control rotation gradient |
CN108516052B (en) * | 2018-04-04 | 2019-11-08 | 合肥学院 | A Suction Penetration Mooring Foundation with Expandable Steel Plates |
CN108316340B (en) * | 2018-04-04 | 2020-04-28 | 合肥学院 | Suction penetration type flat plate anchor with rotary bottom plate |
CN108532626B (en) * | 2018-04-04 | 2020-07-17 | 合肥学院 | A suction penetration type slab anchor with limit pile |
CN109941395B (en) * | 2019-04-02 | 2020-03-24 | 潍坊学院 | Pull-embedded double-layer flat bearing anchor |
-
2019
- 2019-09-19 CN CN201910884404.4A patent/CN110510067B/en active Active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20150077559A (en) * | 2013-12-27 | 2015-07-08 | 대우조선해양 주식회사 | pile input plate type anchor and installing method thereof |
CN210592330U (en) * | 2019-09-19 | 2020-05-22 | 上海交通大学 | A double anchor plate suction penetration type normal bearing anchor |
Non-Patent Citations (1)
Title |
---|
法向承力锚(VLA)—一种适用于深海工程的新型系泊基础;刘海笑等;《海洋技术》;20050930;第24卷(第2期);第79-82、87页 * |
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