CN108725703A - Profundal zone monitoring facilities bury platform and application method - Google Patents
Profundal zone monitoring facilities bury platform and application method Download PDFInfo
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 32
- 238000000034 method Methods 0.000 title claims abstract description 15
- UZVHFVZFNXBMQJ-UHFFFAOYSA-N butalbital Chemical compound CC(C)CC1(CC=C)C(=O)NC(=O)NC1=O UZVHFVZFNXBMQJ-UHFFFAOYSA-N 0.000 title claims 4
- 238000005553 drilling Methods 0.000 claims abstract description 23
- 230000001681 protective effect Effects 0.000 claims abstract description 18
- 238000009434 installation Methods 0.000 claims abstract description 8
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims 9
- 230000002093 peripheral effect Effects 0.000 claims 1
- 239000002023 wood Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 24
- 229910000831 Steel Inorganic materials 0.000 description 28
- 239000010959 steel Substances 0.000 description 28
- 101150006257 rig-4 gene Proteins 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000009189 diving Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
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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
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
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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
- B63B17/00—Vessels parts, details, or accessories, not otherwise provided for
- B63B17/04—Stanchions; Guard-rails ; Bulwarks or the like
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
本发明提供了一种深水区监测设施埋设平台及使用方法。本发明深水区监测设施埋设平台包括平板船、外挑支架、防护装置和钻机;所述平板船通过船锚和缆绳固定于海面上,所述钻机通过所述外挑支架架设于所述平板船的侧面,所述防护装置设置于所述外挑支架的最外端。本发明通过外挑支架将钻机架设于船体侧面,结合海上潮汐和风浪作用锚固移动船位,有效避免船体与已埋设设施之间的相互干扰,实现深水监测设施任意方位及间距的埋设。本发明具有结构简单、安装方便、安全可靠等优点,且避免已埋设设施对船体锚固位置的限制以及船体对已埋设设施的碰撞损坏,大大提高工作效率,具有广泛的应用价值。
The invention provides a monitoring facility embedding platform in a deep water area and a use method thereof. The embedding platform of the monitoring facility in the deep water area of the present invention includes a flat boat, an overhanging bracket, a protective device and a drilling rig; the flat boat is fixed on the sea surface through anchors and cables, and the drilling rig is erected on the flat boat through the overhanging bracket The side of the protective device is arranged at the outermost end of the overhanging bracket. The invention erects the drilling rig on the side of the hull through the overhanging bracket, combines the sea tide and wind and waves to anchor and move the ship position, effectively avoids the mutual interference between the hull and the buried facilities, and realizes the embedding of deep-water monitoring facilities at any position and distance. The invention has the advantages of simple structure, convenient installation, safety and reliability, etc., and avoids the limitation of the anchorage position of the hull by the buried facilities and the collision damage of the hull to the buried facilities, greatly improves the work efficiency, and has wide application value.
Description
技术领域technical field
本发明属于监测设施埋设技术领域,特别涉及一种深水区监测设施埋设平台及使用方法。The invention belongs to the technical field of monitoring facility embedding, and in particular relates to a monitoring facility embedding platform in a deep water area and a use method thereof.
背景技术Background technique
在岩土工程中,由于地质条件、荷载历时和外界因素的复杂影响,通常出现滑坡、失稳、沉陷变形等灾害现象,为及时对灾害进行预警处置,保证工程建设安全顺利实施,需要埋设必要的监测设施。监测设施的埋设通常包括钻机成孔、仪器埋设安装、设施保护等工序内容。陆地条件监测设施埋设各工序均处于陆地可视环境,其埋设技术已经比较成熟。而深水区监测设施埋设所面临的作业环境与陆地条件完全不同,陆地埋设技术方法对于深水区监测设施埋设存在使用局限性和诸多缺点:(1)深水埋设各工序均需借助水上作业平台才可完成,且作业平台需满足深水作业所需的承载力、空间、安全要求;(2)仪器电缆敷设、保护设施安装均需在水上实施,平台至水面间仍需一定可视作业空间;(3)监测设施需高出水面一定距离,作业平台的移位应不受前期已埋设监测设施的限制。In geotechnical engineering, due to the complex influence of geological conditions, load duration and external factors, disasters such as landslides, instability, subsidence and deformation usually occur. monitoring facilities. The embedding of monitoring facilities usually includes drilling rigs, instrument embedding and installation, and facility protection. The embedding process of land condition monitoring facilities is in the land visible environment, and its embedding technology is relatively mature. However, the operating environment faced by the embedding of monitoring facilities in deep water areas is completely different from that on land. Land embedding techniques and methods have limitations and many disadvantages for the embedding of monitoring facilities in deep water areas: (1) Each process of deep water embedding requires the help of a water operation platform. completed, and the operating platform must meet the bearing capacity, space, and safety requirements required for deep-water operations; (2) The laying of instrument cables and the installation of protective facilities must be carried out on the water, and a certain visible operating space is still required between the platform and the water surface; (3) ) The monitoring facilities need to be a certain distance above the water surface, and the displacement of the operating platform should not be restricted by the previously buried monitoring facilities.
发明内容Contents of the invention
为解决现有技术在深水区钻机成孔、仪器埋设安装、设施保护等存在的诸多问题,本发明提供一种深水区监测设施埋设平台及使用方法,其技术方案如下:In order to solve many problems existing in the prior art in deep-water areas such as drilling with drilling rigs, instrument embedding and installation, and facility protection, the present invention provides a deep-water area monitoring facility embedding platform and its use method. The technical scheme is as follows:
深水区监测设施埋设平台,包括平板船、外挑支架、防护装置和钻机,其特征在于:所述平板船通过船锚和缆绳固定于海面上,所述钻机通过所述外挑支架架设于所述平板船的侧面,所述防护装置设置于所述外挑支架的最外端。The buried platform of monitoring facilities in deep water area includes a flat boat, an overhanging bracket, a protective device and a drilling rig. The side of the flat boat, the protective device is arranged at the outermost end of the overhanging bracket.
所述平板船包括甲板、船侧板;所述外挑支架包括钢支撑、固定件;所述防护装置包括防护栏杆、木跳板;所述钻机包括底座、立轴;钢支撑的一端通过固定件固定于所述甲板上,钢支撑的另一端伸出船侧板,钢支撑伸出船侧板的长度根据所述钻机和埋设作业所需空间大小确定;防护栏杆固接于钢支撑的最外端,底座架设于钢支撑上,立轴保持竖直,底座周围伸出船侧板的钢支撑上铺设有木跳板。The flat boat includes a deck and a side plate; the overhanging bracket includes a steel support and a fixing piece; the protective device includes a protective railing and a wooden springboard; the drilling machine includes a base and a vertical shaft; one end of the steel support is fixed by a fixing piece On the deck, the other end of the steel support protrudes from the ship's side plate, and the length of the steel support protruding from the ship's side plate is determined according to the size of the space required for the drilling rig and the embedding operation; the protective railing is fixed on the outermost end of the steel support, and the base It is erected on a steel support, the vertical shaft is kept vertical, and a wooden springboard is laid on the steel support protruding from the ship's side plate around the base.
利用如上所述的深水区监测设施埋设平台的使用方法,包括以下步骤:The method for using the buried platform of the monitoring facility in the deep water area as described above comprises the following steps:
(a)根据埋设作业位置将所述平板船锚固于海面上,将埋设平台预架设范围内平板船的栏杆切除;(a) anchoring the flat boat on the sea surface according to the embedding operation position, and removing the railings of the flat boat within the pre-set range of the buried platform;
(b)将所述钢支撑的一端通过所述固定件固定于所述甲板上,钢支撑的另一端伸出所述船侧板外侧,根据所需空间大小可设置多根钢支撑;(b) one end of the steel support is fixed on the deck through the fixing member, and the other end of the steel support is stretched out from the outside of the ship side plate, and multiple steel supports can be arranged according to the required space size;
(c)将所述防护栏杆固接于钢支撑的最外端,将所述底座平稳架设于木跳板上,调整所述立轴距船侧板外边缘的距离,保持立轴竖直,将底座周围伸出船侧板的钢支撑上铺满所述木跳板;(c) Fix the protective railing to the outermost end of the steel support, erect the base on the wooden springboard stably, adjust the distance between the vertical shaft and the outer edge of the ship's side plate, keep the vertical shaft vertical, and place the base around the The steel support protruding from the side plate of the ship is covered with the wooden springboard;
(d)根据测点预设钻孔深度钻进成孔,进行监测仪器及保护设施的埋设安装,通过缆绳移位船体至另一测点,重复上述操作,直至埋设完成全部测点监测设施。(d) Drill the hole according to the preset drilling depth of the measuring point, carry out the buried installation of the monitoring instrument and protection facilities, move the hull to another measuring point through the cable, repeat the above operation until all the monitoring facilities of the measuring point are buried.
本发明深水区监测设施埋设平台及使用方法的所述钢支撑可以采用工字钢、钢管或替换为木桩等形式,所述固定件可以采用U型锚筋、螺栓或替换为焊接等形式。The steel support of the deep-water area monitoring facility embedding platform and the method of use of the present invention can be in the form of I-beams, steel pipes or wooden piles, and the fixing parts can be in the form of U-shaped anchor bars, bolts or welding.
本发明的有益效果是:The beneficial effects of the present invention are:
本发明提供了深水区监测设施埋设平台及使用方法,利用平板船提供海上深水作业平台,通过外挑支架将钻机架设于船体侧面,保证了钻机成孔、仪器埋设、设施保护所需的作业空间要求,结合海上潮汐和风浪条件锚固移动船位,有效避免船体与已埋设监测设施之间的相互干扰,实现深水区监测设施任意方位及间距的埋设;本发明具有结构简单、安装方便、安全可靠、适应能力强等优点,且避免已埋设设施对船体锚固位置的限制以及船体对已埋设设施的碰撞损坏,有效克服了现有技术中存在的诸多缺点,大大提高深水区监测设施的埋设质量和工作效率,具有广泛的应用价值。The invention provides a platform for embedding monitoring facilities in a deep water area and a method for using it. A flat boat is used to provide an offshore deep water operation platform, and a drilling rig is erected on the side of the hull through an overhanging bracket, thereby ensuring the required working space for the drilling rig to form holes, to embed instruments, and to protect facilities. Requirements, combined with sea tide and wind and wave conditions to anchor the mobile ship position, effectively avoid the mutual interference between the hull and the buried monitoring facilities, and realize the embedding of monitoring facilities in deep water areas at any position and distance; the invention has simple structure, convenient installation, safety and reliability, It has the advantages of strong adaptability, and avoids the restriction of the anchorage position of the hull by the buried facilities and the collision damage of the hull to the buried facilities, effectively overcomes many shortcomings in the existing technology, and greatly improves the buried quality and work of monitoring facilities in deep water areas. efficiency and has wide application value.
附图说明Description of drawings
图1是本发明的埋设平台结构示意图。Fig. 1 is a structural schematic diagram of the buried platform of the present invention.
图中:1-平板船;11-甲板;12-船侧板;2-外挑支架;21-钢支撑;22-固定件;3-防护装置;31-防护栏杆;32-木跳板;4-钻机;41-底座;42-立轴。In the figure: 1-flat boat; 11-deck; 12-side board; 2-overhanging bracket; 21-steel support; 22-fixture; 3-protection device; - drilling machine; 41 - base; 42 - vertical shaft.
具体实施方式Detailed ways
下面结合附图对本发明进行详细说明。The present invention will be described in detail below in conjunction with the accompanying drawings.
如图1所示,本发明深水区监测设施埋设平台,包括平板船1、外挑支架2、防护装置3和钻机4,所述平板船1通过船锚和缆绳固定于海面上,所述钻机4通过所述外挑支架2架设于所述平板船1的侧面,所述防护装置3设置于所述外挑支架2的最外端。As shown in Figure 1, the buried platform of monitoring facilities in deep water area of the present invention comprises a flat boat 1, an overhang bracket 2, a protective device 3 and a drilling rig 4, and the flat boat 1 is fixed on the sea surface by anchors and cables, and the drilling rig 4. The overhanging bracket 2 is erected on the side of the flat boat 1, and the protection device 3 is arranged at the outermost end of the overhanging bracket 2.
所述平板船1包括甲板11、船侧板12;所述外挑支架2包括钢支撑21、固定件22;所述防护装置3包括防护栏杆31、木跳板32;所述钻机4包括底座41、立轴42;钢支撑21的一端通过固定件22固定于所述甲板11上,钢支撑21的另一端伸出船侧板12,钢支撑21伸出船侧板12的长度根据所述钻机4和埋设作业所需空间大小确定;防护栏杆31焊接于钢支撑21的最外端,底座41架设于钢支撑21上,立轴42保持竖直,底座41周围伸出船侧板12的钢支撑上21铺设有木跳板32。防护栏杆31的高度不小于1.2m,木跳板32的厚度应不小于5cm;立轴42距所述船侧板12外边缘的距离以0.5m左右为宜。The flat boat 1 includes a deck 11 and a side plate 12; the overhang bracket 2 includes a steel support 21 and a fixing piece 22; the protection device 3 includes a protective railing 31 and a wooden springboard 32; the drilling rig 4 includes a base 41 , vertical shaft 42; one end of the steel support 21 is fixed on the deck 11 by the fixture 22, the other end of the steel support 21 stretches out the side plate 12, and the length of the steel support 21 stretches out the side plate 12 according to the rig 4 and the embedding The size of the space required for the operation is determined; the protective railing 31 is welded to the outermost end of the steel support 21, the base 41 is erected on the steel support 21, the vertical shaft 42 remains vertical, and the steel support 21 stretching out from the side plate 12 around the base 41 is laid with Wooden diving board32. The height of protective railing 31 is not less than 1.2m, and the thickness of wooden springboard 32 should be not less than 5cm; Vertical shaft 42 is advisable with the distance of about 0.5m apart from described ship side plate 12 outer edges.
本实施例提供的深水区监测设施埋设平台使用方法,包括以下步骤:The method for using the buried platform of the monitoring facility in the deep water area provided by this embodiment includes the following steps:
(a)根据埋设作业位置将所述平板船1锚固于海面上,将埋设平台预架设范围内平板船1的栏杆切除;(a) anchor the flat boat 1 on the sea surface according to the embedding operation position, and cut off the railing of the flat boat 1 within the pre-erected range of the buried platform;
(b)将所述钢支撑21一端通过所述固定件22固定于所述甲板11,另一端悬挑于所述船侧板12外侧,根据所需空间大小可设置多根钢支撑21,钢支撑21间距应小于1.0m;(b) One end of the steel support 21 is fixed to the deck 11 through the fixing member 22, and the other end is suspended from the outside of the ship side plate 12, and multiple steel supports 21 can be set according to the required space size. The distance between supports 21 should be less than 1.0m;
(c)将所述防护栏杆31固接于钢支撑21的最外端,防护栏杆31间距应小于1.5m,将所述底座41平稳架设于木跳板32上,调整所述立轴42距船侧板12外边缘的距离以0.5m左右为宜,保持立轴42竖直,将底座41周围伸出船侧板12的钢支撑21上铺满所述木跳板32。(c) Fix the protective railing 31 to the outermost end of the steel support 21, the distance between the protective railings 31 should be less than 1.5m, erect the base 41 stably on the wooden springboard 32, adjust the distance between the vertical shaft 42 and the side of the ship The distance of plate 12 outer edge is advisable with about 0.5m, keeps vertical shaft 42 vertical, and spreads out described wooden springboard 32 on the steel support 21 that stretches out ship side plate 12 around base 41.
(d)根据测点预设钻孔深度钻进成孔,进行监测仪器及保护设施的埋设安装,通过缆绳移位船体至另一测点,重复上述操作,直至埋设完成全部测点监测设施。(d) Drill the hole according to the preset drilling depth of the measuring point, carry out the buried installation of the monitoring instrument and protection facilities, move the hull to another measuring point through the cable, repeat the above operation until all the monitoring facilities of the measuring point are buried.
本发明深水区监测设施埋设平台及使用方法的实施例中所述钢支撑可以采用工字钢、钢管或替换为木桩等形式,所述固定件可以采用U型锚筋、螺栓或替换为焊接等形式。In the embodiment of the buried platform of the monitoring facility in the deep water area and the method of use of the present invention, the steel supports can be in the form of I-beams, steel pipes, or wooden piles, and the fixing parts can be U-shaped anchor bars, bolts, or welded. and other forms.
上述实施例结合附图对本发明进行了描述,但并不能因此而理解为对本发明专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形和改进,这些均属于本发明的保护范围。The above embodiments describe the present invention in conjunction with the accompanying drawings, but it should not be construed as limiting the patent scope of the present invention. It should be noted that those skilled in the art can make several modifications and improvements without departing from the concept of the present invention, and these all belong to the protection scope of the present invention.
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WO2012053982A1 (en) * | 2010-10-21 | 2012-04-26 | Conocophillips Company | Dual-derrick ice-worthy jack-up drilling unit |
CN201972600U (en) * | 2011-04-01 | 2011-09-14 | 中铁港航工程局有限公司 | Drilling device for handling bare rocks |
WO2013133694A1 (en) * | 2012-03-06 | 2013-09-12 | Itrec B.V. | An offshore system comprising a rig and a cantilever |
WO2015024310A1 (en) * | 2013-08-22 | 2015-02-26 | 中交第三航务工程勘察设计院有限公司 | Shipborne truss combined in-situ testing platform |
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