[go: up one dir, main page]

CN111395151A - Shoreside floating trestle - Google Patents

Shoreside floating trestle Download PDF

Info

Publication number
CN111395151A
CN111395151A CN202010362807.5A CN202010362807A CN111395151A CN 111395151 A CN111395151 A CN 111395151A CN 202010362807 A CN202010362807 A CN 202010362807A CN 111395151 A CN111395151 A CN 111395151A
Authority
CN
China
Prior art keywords
floating
trestle
shore
shoreside
pontoon
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.)
Pending
Application number
CN202010362807.5A
Other languages
Chinese (zh)
Inventor
孙树利
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.)
China Huangshan Yao Lee Water Facilities Co ltd
Original Assignee
China Huangshan Yao Lee Water Facilities Co ltd
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 China Huangshan Yao Lee Water Facilities Co ltd filed Critical China Huangshan Yao Lee Water Facilities Co ltd
Priority to CN202010362807.5A priority Critical patent/CN111395151A/en
Publication of CN111395151A publication Critical patent/CN111395151A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D15/00Movable or portable bridges; Floating bridges
    • E01D15/14Floating bridges, e.g. pontoon bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

本发明公开一种岸边浮动栈桥,涉及栈桥结构技术领域,主要结构包括多个活动连接的浮动单元;多个浮动单元活动串联组成岸边浮动栈桥,栈桥的一端与岸边活动连接,另一端与水上浮桥活动连接,当水位低时,栈桥支腿撑住地面,使栈桥稳定高度不变,不会造成栈桥搁浅;当水位高时,水漫上来,栈桥上的浮体跟着浮起,保证栈桥与主体浮桥在同一水平面上,从而保证主体浮桥与岸边的正常过渡。

Figure 202010362807

The invention discloses a shoreside floating trestle, which relates to the technical field of trestle structures. The main structure includes a plurality of movably connected floating units; the plurality of floating units are movably connected in series to form a shoreside floating trestle, one end of the trestle is movably connected to the shore, and the other end It is connected with the floating bridge on the water. When the water level is low, the legs of the trestle support the ground, so that the trestle is stable and the height is unchanged, and the trestle will not be stranded; when the water level is high, the water will come up, and the floating body on the trestle will float along with it to ensure the trestle. It is on the same level as the main pontoon, so as to ensure the normal transition between the main pontoon and the shore.

Figure 202010362807

Description

一种岸边浮动栈桥A floating trestle on the shore

技术领域technical field

本发明涉及栈桥结构技术领域,特别是涉及一种岸边浮动栈桥。The invention relates to the technical field of trestle structures, in particular to a floating trestle on the shore.

背景技术Background technique

浮桥,指用船或浮箱或浮筒代替桥墩,浮在水面的桥梁,浮桥可用于景区景观桥梁。景区中的浮桥通常采用浮箱或浮筒,当景区中的水位落差较大时,浮桥与岸边的距离变大,需要设置过渡引桥进行过渡连接。A pontoon bridge refers to a bridge that uses boats or pontoons or pontoons instead of piers to float on the water surface. Pontoon bridges can be used as scenic bridges. The pontoon bridge in the scenic spot usually adopts the pontoon or pontoon. When the water level drop in the scenic spot is large, the distance between the pontoon bridge and the shore becomes larger, and a transition approach bridge needs to be set up for transition connection.

当项目地水位落差较大,岸边斜坡较长时,浮桥与岸边接连处水域面积增大,又比较浅,易使过渡引桥搁浅,无法满足与岸边的正常连接。When the water level of the project site is large and the bank slope is long, the area of water at the connection between the pontoon and the bank will increase, and it is relatively shallow, which is easy to cause the transition bridge to run aground and cannot meet the normal connection with the bank.

发明内容SUMMARY OF THE INVENTION

为解决以上技术问题,本发明提供一种岸边浮动栈桥,避免栈桥搁浅,从而保证浮桥与岸边的正常过渡。In order to solve the above technical problems, the present invention provides a floating trestle on the shore, which avoids the trestle from being grounded, thereby ensuring the normal transition between the floating bridge and the shore.

为实现上述目的,本发明提供了如下方案:For achieving the above object, the present invention provides the following scheme:

本发明提供一种岸边浮动栈桥,包括多个活动连接的浮动单元,所述浮动单元包括支撑架、浮体和面板;所述面板设置于所述支撑架的顶部,所述浮体设置于所述支撑架上且位于所述面板下方。The present invention provides a shoreside floating trestle, comprising a plurality of movably connected floating units, wherein the floating unit includes a support frame, a floating body and a panel; the panel is arranged on the top of the support frame, and the floating body is arranged on the on the support frame and below the panel.

可选的,相邻的所述浮动单元之间通过铰链活动连接。Optionally, the adjacent floating units are movably connected by hinges.

可选的,靠近岸边的所述浮动单元与岸边活动连接。Optionally, the floating unit close to the shore is movably connected to the shore.

可选的,靠近岸边的所述浮动单元与岸边软连接或转轴连接。Optionally, the floating unit close to the shore is softly connected to the shore or connected to a rotating shaft.

可选的,所述支撑架包括框架和多个支腿,所述多个支腿设置于所述框架的底面,所述浮体与所述框架可拆卸连接,所述支腿的最低点低于所述浮体的最低点。Optionally, the support frame includes a frame and a plurality of legs, the plurality of legs are arranged on the bottom surface of the frame, the floating body is detachably connected to the frame, and the lowest point of the legs is lower than the lowest point of the float.

可选的,所述支腿底部设置有支板。Optionally, a support plate is provided at the bottom of the support leg.

可选的,所述浮体为浮筒或浮箱。Optionally, the floating body is a buoy or a pontoon.

可选的,所述面板为塑木板或花纹铝板。Optionally, the panel is a plastic wood panel or a patterned aluminum panel.

本发明相对于现有技术取得了以下技术效果:The present invention has achieved the following technical effects with respect to the prior art:

本发明中的岸边浮动栈桥主要结构包括多个活动连接的浮动单元;多个浮动单元活动串联组成岸边浮动栈桥,栈桥的一端与岸边活动连接,另一端与主体浮桥活动连接,当水位低时,栈桥支腿撑住地面,使栈桥稳定高度不变,不会造成栈桥搁浅,避免浮体因搁浅而受到的磨损,延长浮体的使用寿命;当水位高时,水漫上来,栈桥上的浮体跟着浮起,保证栈桥与主体浮桥在同一水平面上,从而保证主体浮桥与岸边的正常过渡。本发明中的岸边浮动栈桥结构稳定、支撑力强。The main structure of the shore floating trestle in the present invention includes a plurality of movably connected floating units; the plurality of floating units are movably connected in series to form a shore floating trestle, one end of the trestle is movably connected to the shore, and the other end is movably connected to the main pontoon. When the water level is low, the trestle legs support the ground, so that the stable height of the trestle remains unchanged, which will not cause the trestle to run aground, avoid the wear and tear of the floating body due to the grounding, and prolong the service life of the floating body; when the water level is high, the water floods up, and the The pontoon floats up to ensure that the trestle and the main pontoon are on the same level, thereby ensuring the normal transition between the main pontoon and the shore. The floating trestle on the shore of the present invention is stable in structure and strong in supporting force.

附图说明Description of 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 accompanying drawings required in the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some of the present invention. In the embodiments, for those of ordinary skill in the art, other drawings can also be obtained according to these drawings without any creative effort.

图1为本发明高水位状态下岸边浮动栈桥的结构示意图;Fig. 1 is the structural representation of the floating trestle on the shore under the high water level state of the present invention;

图2为本发明低水位状态下岸边浮动栈桥的结构示意图;Fig. 2 is the structural representation of the floating trestle on the shore under the low water level state of the present invention;

图3为本发明岸边浮动栈桥中支撑架的俯视结构示意图;Fig. 3 is the top view structure schematic diagram of the support frame in the shore floating trestle of the present invention;

图4为本发明岸边浮动栈桥中支撑架的主视结构示意图。FIG. 4 is a schematic front view of the structure of the support frame in the floating trestle on the shore of the present invention.

附图标记说明:1、主体浮桥;2、支撑架;3、浮体;4、面板;5、岸边;6、铰链;7、框架;8、支腿;9、支板。Description of reference numerals: 1. Main pontoon; 2. Supporting frame; 3. Floating body; 4. Panel; 5. Shore; 6. Hinge; 7. Frame; 8. Outrigger;

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

实施例一:Example 1:

如图1所示,本实施例提供一种岸边浮动栈桥,包括多个活动连接的浮动单元,所述浮动单元包括支撑架2、浮体3和面板4;所述面板4设置于所述支撑架2的顶部,所述浮体3设置于所述支撑架2上且位于所述面板4下方。As shown in FIG. 1 , this embodiment provides a shoreside floating trestle, including a plurality of movably connected floating units, the floating units include a support frame 2, a floating body 3 and a panel 4; the panel 4 is arranged on the support The top of the frame 2 , the floating body 3 is disposed on the support frame 2 and below the panel 4 .

于本具体实施例中,如图1-4所示,相邻的所述浮动单元之间通过铰链6活动连接。靠近岸边5的所述浮动单元与岸边5转轴连接。所述支撑架2包括框架7和多个支腿8,所述多个支腿8设置于所述框架7的底面,所述浮体3与所述框架7可拆卸连接,所述支腿8的最低点低于所述浮体3的最低点。所述支腿8底部设置有支板9。所述浮体3为浮箱或浮筒。所述面板4为塑木板。In this specific embodiment, as shown in FIGS. 1-4 , the adjacent floating units are movably connected by hinges 6 . The floating units close to the shore 5 are connected to the shore 5 with a rotating shaft. The support frame 2 includes a frame 7 and a plurality of legs 8, the plurality of legs 8 are arranged on the bottom surface of the frame 7, the floating body 3 is detachably connected to the frame 7, and the legs 8 are detachable. The lowest point is lower than the lowest point of the floating body 3 . A support plate 9 is provided at the bottom of the support leg 8 . The floating body 3 is a floating box or a buoy. The panel 4 is a plastic board.

于更具体的实施例中,在岸边5设置岸基,岸基的最低点不低于最高水位线,靠近岸边5的浮动单元中的支撑架2与岸基通过转轴活动连接,根据最低水位选择数量合适的浮动单元,使最低水位时,栈桥底部的浮箱或浮筒能够不接触底面,降低浮箱或浮筒底部的磨损,延长浮箱或浮筒的使用寿命。In a more specific embodiment, a shore foundation is set on the shore 5, the lowest point of the shore foundation is not lower than the highest water level line, and the support frame 2 in the floating unit close to the shore 5 is movably connected to the shore foundation through a rotating shaft, according to the lowest point. Select a suitable number of floating units for the water level, so that the pontoon or pontoon at the bottom of the trestle can not touch the bottom surface at the lowest water level, reduce the wear of the bottom of the pontoon or pontoon, and prolong the service life of the pontoon or pontoon.

靠近岸边5的浮动单元中的支撑架2可以与绞盘或绞车中的钢丝绳相连接,通过调整钢丝绳的输出长度,以适应不同水位高度下主体浮桥1距离岸基的距离。The support frame 2 in the floating unit near the shore 5 can be connected with the wire rope in the winch or winch, and the output length of the wire rope can be adjusted to adapt to the distance between the main pontoon 1 and the shore foundation under different water levels.

支撑架2的框架7部分采用槽钢制作,框架7内以较小尺寸的槽钢设置内部支撑,在较小尺寸的槽钢顶部设置方钢作为龙骨,以支撑面板4;在框架7的底面焊接方钢作为支腿8,支腿8的底面以钢板作为支板9。The frame 7 part of the support frame 2 is made of channel steel, and the inner support is set with a smaller size channel steel in the frame 7, and a square steel is set as a keel on the top of the smaller size channel steel to support the panel 4; on the bottom surface of the frame 7 The welded square steel is used as the support leg 8 , and the bottom surface of the support leg 8 is made of a steel plate as the support plate 9 .

浮箱或浮筒固定在框架7的底部。The pontoon or pontoon is fixed to the bottom of the frame 7 .

当水位落差较大,岸边5斜坡较长时,主体浮桥1浮桥与岸边5接连处水域面积增大,又比较浅,易使主体浮桥1搁浅,无法满足与岸边5的正常连接。采用浮动式栈桥,当水位低时,支腿8撑住地面,使浮动式栈桥稳定高度不变,不会造成栈桥搁浅,避免浮箱或浮筒因搁浅而受到的磨损,延长浮箱或浮筒的使用寿命;当水位高时,水漫上来,浮动式栈桥上的浮箱或浮筒跟着浮起,保证浮动式栈桥与主体浮桥1的连接处位于同一水平面上,从而保证主体浮桥1与岸边5的正常过渡。When the water level drop is large and the slope of the bank 5 is long, the area of the water where the main pontoon 1 pontoon and the bank 5 are connected increases, and the water area is relatively shallow, which is easy to cause the main pontoon 1 to run aground and cannot meet the normal connection with the bank 5. The floating trestle is adopted. When the water level is low, the outriggers 8 support the ground, so that the floating trestle can be stabilized at a constant height, which will not cause the trestle to run aground. Service life; when the water level is high, the water floods up, and the pontoon or pontoon on the floating trestle floats up to ensure that the connection between the floating trestle and the main pontoon 1 is on the same level, thus ensuring that the main pontoon 1 and the shore 5 normal transition.

需要说明的是,对于本领域技术人员而言,显然本发明不限于上述示范性实施例的细节,而且在不背离本发明的精神或基本特征的情况下,能够以其他的具体形式实现本发明。因此,无论从哪一点来看,均应将实施例看作是示范性的,而且是非限制性的,本发明的范围由所附权利要求而不是上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本发明内,不应将权利要求中的任何附图标记视为限制所涉及的权利要求。It should be noted that it is obvious to those skilled in the art that the present invention is not limited to the details of the above-mentioned exemplary embodiments, and the present invention can be implemented in other specific forms without departing from the spirit or essential characteristics of the present invention. . Therefore, the embodiments are to be regarded in all respects as illustrative and not restrictive, and the scope of the invention is to be defined by the appended claims rather than the foregoing description, which are therefore intended to fall within the scope of the claims. All changes that come within the meaning and range of equivalents of , are intended to be embraced within the invention, and any reference signs in the claims shall not be construed as limiting the involved claim.

本说明书中应用了具体个例对本发明的原理及实施方式进行了阐述,以上实施例的说明只是用于帮助理解本发明的方法及其核心思想;同时,对于本领域的一般技术人员,依据本发明的思想,在具体实施方式及应用范围上均会有改变之处。综上所述,本说明书内容不应理解为对本发明的限制。In this specification, specific examples are used to illustrate the principles and implementations of the present invention, and the descriptions of the above embodiments are only used to help understand the method and the core idea of the present invention; There will be changes in the specific implementation manner and application scope of the idea of the invention. In conclusion, the contents of this specification should not be construed as limiting the present invention.

Claims (8)

1.一种岸边浮动栈桥,其特征在于,包括多个活动连接的浮动单元,所述浮动单元包括支撑架、浮体和面板;所述面板设置于所述支撑架的顶部,所述浮体设置于所述支撑架上且位于所述面板下方。1. A shore floating trestle, characterized in that it comprises a plurality of movably connected floating units, and the floating unit comprises a support frame, a floating body and a panel; the panel is arranged on the top of the support frame, and the floating body is arranged on the top of the support frame on the support frame and below the panel. 2.根据权利要求1所述的岸边浮动栈桥,其特征在于,相邻的所述浮动单元之间通过铰链活动连接。2 . The shoreside floating trestle according to claim 1 , wherein the adjacent floating units are movably connected by hinges. 3 . 3.根据权利要求1所述的岸边浮动栈桥,其特征在于,靠近岸边的所述浮动单元与岸边活动连接。3 . The shoreside floating trestle according to claim 1 , wherein the floating unit close to the shoreside is movably connected to the shoreside. 4 . 4.根据权利要求3所述的岸边浮动栈桥,其特征在于,靠近岸边的所述浮动单元与岸边软连接或转轴连接。4 . The shoreside floating trestle according to claim 3 , wherein the floating unit close to the shoreside is softly connected to the shoreside or connected to a rotating shaft. 5 . 5.根据权利要求1所述的岸边浮动栈桥,其特征在于,所述支撑架包括框架和多个支腿,所述多个支腿设置于所述框架的底面,所述浮体与所述框架可拆卸连接,所述支腿的最低点低于所述浮体的最低点。5 . The floating trestle on the shore of claim 1 , wherein the support frame comprises a frame and a plurality of outriggers, the plurality of outriggers are arranged on the bottom surface of the frame, and the floating body and the The frame is detachably connected, and the lowest point of the legs is lower than the lowest point of the floating body. 6.根据权利要求1所述的岸边浮动栈桥,其特征在于,所述支腿底部设置有支板。6 . The floating trestle on the shore of claim 1 , wherein a support plate is provided at the bottom of the outrigger. 7 . 7.根据权利要求1所述的岸边浮动栈桥,其特征在于,所述浮体为浮筒或浮箱。7 . The shoreside floating trestle according to claim 1 , wherein the floating body is a pontoon or a pontoon. 8 . 8.根据权利要求1所述的岸边浮动栈桥,其特征在于,所述面板为塑木板或花纹铝板。8 . The floating trestle on the shore of claim 1 , wherein the panel is a plastic board or a patterned aluminum board. 9 .
CN202010362807.5A 2020-04-30 2020-04-30 Shoreside floating trestle Pending CN111395151A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010362807.5A CN111395151A (en) 2020-04-30 2020-04-30 Shoreside floating trestle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010362807.5A CN111395151A (en) 2020-04-30 2020-04-30 Shoreside floating trestle

Publications (1)

Publication Number Publication Date
CN111395151A true CN111395151A (en) 2020-07-10

Family

ID=71435524

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010362807.5A Pending CN111395151A (en) 2020-04-30 2020-04-30 Shoreside floating trestle

Country Status (1)

Country Link
CN (1) CN111395151A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112832325A (en) * 2021-02-24 2021-05-25 河南省水利勘测设计研究有限公司 Floating dock pump station hosting floating dock underwater bearing platform structure and its construction method
CN113981803A (en) * 2021-11-09 2022-01-28 浙江二十冶建设有限公司 Floating bridge and floating bridge construction method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206616445U (en) * 2017-03-07 2017-11-07 黄山耀利水上设施有限公司 A kind of pontoon bridge
KR101811705B1 (en) * 2016-06-17 2017-12-22 (주) 씨플렉스코리아 Floating landing stage of which slope is adjusted according to the water level
CN107524114A (en) * 2017-07-19 2017-12-29 华南理工大学 It is a kind of to be used for heavy grade inclined wharf and the staged pontoon bridge of floating wharf
CN108560399A (en) * 2018-04-09 2018-09-21 湖北华舟重工应急装备股份有限公司 A kind of extendible pontoon bridge for intercepting river oil spilling
CN209099288U (en) * 2018-10-19 2019-07-12 清远德普浮桥有限公司 One kind can laterally movable pivoting support
CN212404781U (en) * 2020-04-30 2021-01-26 黄山耀利水上设施有限公司 Shoreside floating trestle

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101811705B1 (en) * 2016-06-17 2017-12-22 (주) 씨플렉스코리아 Floating landing stage of which slope is adjusted according to the water level
CN206616445U (en) * 2017-03-07 2017-11-07 黄山耀利水上设施有限公司 A kind of pontoon bridge
CN107524114A (en) * 2017-07-19 2017-12-29 华南理工大学 It is a kind of to be used for heavy grade inclined wharf and the staged pontoon bridge of floating wharf
CN108560399A (en) * 2018-04-09 2018-09-21 湖北华舟重工应急装备股份有限公司 A kind of extendible pontoon bridge for intercepting river oil spilling
CN209099288U (en) * 2018-10-19 2019-07-12 清远德普浮桥有限公司 One kind can laterally movable pivoting support
CN212404781U (en) * 2020-04-30 2021-01-26 黄山耀利水上设施有限公司 Shoreside floating trestle

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112832325A (en) * 2021-02-24 2021-05-25 河南省水利勘测设计研究有限公司 Floating dock pump station hosting floating dock underwater bearing platform structure and its construction method
CN112832325B (en) * 2021-02-24 2022-06-03 河南省水利勘测设计研究有限公司 Floating dock pump station hosting floating dock underwater bearing platform structure and its construction method
CN113981803A (en) * 2021-11-09 2022-01-28 浙江二十冶建设有限公司 Floating bridge and floating bridge construction method

Similar Documents

Publication Publication Date Title
KR102645773B1 (en) Floating wind turbine assembly and method for mooring the floating wind turbine assembly
CN105696517B (en) Novel floating breakwater
KR101505725B1 (en) Marine floating structures of self buoyancy control device
CN101793017B (en) Self-adaptive ship-intercepting method
US20150298772A1 (en) Floatable support structure for an offshore wind turbine or other device
KR101555362B1 (en) Floating structure
CN111395151A (en) Shoreside floating trestle
CN105121270A (en) Floating offshore platform with pontoon-coupled extension plates for reduced heave motion
CN106351178B (en) A kind of anti-ship collision device of bridge pier
CN105356406A (en) Inland river ship shore power cable collecting and releasing system
CN110528378A (en) It is a kind of for pontoon bridge waterborne
CN103215915B (en) Floating dock
CN106428447A (en) Ultra-large type multi-floating-body semi-submersible floating platform
CN203698619U (en) Semi-submerged platform
CN110886272B (en) A floating breakwater
CN104192277B (en) The liftable of the anti-popin platform of a kind of floating strengthens continuation control method
CN107965422B (en) Wind energy conversion system Bracing Systems on a kind of stretched wire line style combined type sea
CN212404781U (en) Shoreside floating trestle
CN202730631U (en) Relative still water floating arch bridge
JP2013035361A (en) Floating body type structure in floating body type offshore wind power generation device, method for manufacturing the same, and method for installing the same
CN220809743U (en) Heave suppression device suitable for semi-submersible fan platform
CN203270512U (en) Vertical pile and floating bridge adjustment structure and floating pier employing same
CN216973083U (en) A rotating floating arch bridge
CN207435151U (en) A kind of biological floating bed fixing device
CN2628577Y (en) Submerged floating bridge

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20200710