WO2019024290A1 - Method for building scaffold device in hyperboloidal linear cabin - Google Patents
Method for building scaffold device in hyperboloidal linear cabin Download PDFInfo
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- WO2019024290A1 WO2019024290A1 PCT/CN2017/108837 CN2017108837W WO2019024290A1 WO 2019024290 A1 WO2019024290 A1 WO 2019024290A1 CN 2017108837 W CN2017108837 W CN 2017108837W WO 2019024290 A1 WO2019024290 A1 WO 2019024290A1
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- scaffolding
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- cabin
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
- B63C5/00—Equipment usable both on slipways and in dry docks
- B63C5/02—Stagings; Scaffolding; Shores or struts
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
- B63C5/00—Equipment usable both on slipways and in dry docks
- B63C5/02—Stagings; Scaffolding; Shores or struts
- B63C2005/025—Stagings, or scaffolding, i.e. constructions providing temporary working platforms on slipways, in building or repair docks, or inside hulls
Definitions
- the invention relates to the technical field of ships, in particular to a method for erecting a scaffolding device of a double curved line type cabin.
- Scaffolding devices are generally used in construction sites for workers to operate and solve vertical and horizontal transportation and operations.
- Scaffolding materials usually include bamboo, steel pipes or synthetic materials.
- scaffolding needs to be set up in the cargo tanks.
- the cargo tanks are installed with the scaffold code at the docking stage.
- the installation position of the scaffolding code is simulated by the painter's scaffolding personnel on site, and the scaffolding code is installed on the site by the personnel of the loading department. Then build scaffolding up the floor.
- To set up the scaffolding by the above method it is necessary to locate and install the scaffolding code at the docking stage, and the period of scaffolding in the special coating cabin is long, which seriously extends the construction period of the dock.
- the double-curved linear cabin of the cargo tank is usually floated in the process of erecting the scaffolding if the scaffolding is only arranged in the vertical direction.
- the trend is inconsistent at all locations in the height direction of the cargo tank. The farther from the vertical height of the bilge, the farther the horizontal depth of the cargo tank side shell from the upper side of the scaffolding is from the side shell. Danger of special construction during cargo tanks.
- An object of the present invention is to provide a method for erecting a double-curved linear cabin scaffolding device, which can improve the efficiency of the scaffolding device erection and shorten the docking cycle.
- Another object of the invention is to provide a method for erecting a double-curved linear cabin scaffolding device, which can improve the safety factor of the coating construction by the construction method.
- step S10 Providing a double-curved linear cabin scaffolding device erecting method, in step S10, in the segment assembling phase, positioning the scaffolding code on the side inner casing to obtain a scaffolding code installation position;
- Step S20 soldering the scaffolding code to the corresponding scaffolding code installation position
- Step S30 mounting each of the segments welded with the scaffolding code to a segmented large-closed folding at the dock, and then erecting the scaffolding on the scaffolding installation position.
- the scaffolding in the step S20 includes a horizontal position hand code for positioning the scaffold in a horizontal direction, There are a plurality of horizontal footer codes, and each of the horizontal foot codes is spaced apart in the vertical direction of the side inner casing of the compartment.
- the step S30 specifically includes the following steps:
- Step S31 lifting the segment to the dock
- Step S32 hoisting an integral scaffolding in a relatively straight position of the cabin of the compartment in the section, the scaffolding being a first scaffold;
- Step S33 arranging a crossbar between the horizontal footer code and the first scaffold.
- step S34 is further provided, and the vertical position code is installed in the bilge position of the side inner casing near the cabin. And erecting a vertical rod in the vertical direction on the vertical position hand code, the cross rod and the vertical rod together forming a second scaffold.
- the horizontal foot code includes a first base and a horizontally disposed first fixing member, the first base is welded to the side inner casing of the compartment, and one end of the first fixing member and the first A base is connected, and the other end is inserted to an end of the crossbar adjacent to the horizontal foot code, and an end of the crossbar away from the horizontal foot code is overlapped with the first scaffold.
- the first base includes a first side connected to the side inner casing and a second side connected to the first fixing member The shape of the first side matches the shape of the side inner casing.
- the vertical positioning hand code includes a second base and a second fixing member disposed vertically, the second fixing member One end is connected to the second base, and the other end is inserted to one end of the vertical rod near the vertical rod away from the vertical position.
- a step S35 is further provided: a fixing member is installed at an intersection of the crossbar and the vertical rod, The fixing member is for binding the cross bar and the vertical rod.
- a step S35 is further provided: laying the construction plates on the cross bars of the same vertical height respectively.
- step S35 is further provided with step S36: erecting the vertical rod in the bilge of the cabin, and in the A gasket is placed between the bilge and the vertical rod.
- the invention has the beneficial effects that the double-curved linear cabin scaffolding device is erected, and the installation of the scaffolding code is completed before the docking phase, thereby reducing the occupation time of the dock during the construction of the construction platform in the cabin.
- the segmentation When the segmentation is completed, enter the docking phase and be able to install the scaffolding code according to the segmentation phase.
- the construction of scaffolding greatly reduces the occupation time of scaffolding, speeds up the construction of the ship, shortens the dock cycle and improves production efficiency. By this method, the requirement for the installation accuracy of the hand code during the installation process can be reduced, and the safety of the coating construction of the cabin is also raised.
- Figure 1 is a schematic view showing the connection structure of the scaffolding device of the cabin and the side inner casing of the cabin.
- Figure 2 is an enlarged view of a portion A in Figure 1.
- Figure 3 is an enlarged view of B in Figure 1.
- a double-curved linear cabin scaffolding device erecting method according to the present invention first installs a scaffolding code on a segment, and then folds each segment in a docking stage. After completion, scaffolding is set up in the cabin 1.
- the dock is an important resource within the shipyard, and the installation of the scaffolding code is completed before the docking phase, reducing the occupation time of the dock during the construction of the construction platform in the cabin 1.
- the shipyard stage is entered, and the scaffolding can be built according to the foot code installed on the segment, which greatly reduces the construction foot.
- the occupation time of the hand frame accelerates the advancement of the cabin 1, shortens the dock cycle, and improves production efficiency.
- the method for erecting the double curved line type cabin scaffolding device comprises the following steps:
- Step S10 positioning the installation position of the scaffolding code on the segmented side inner casing 4 to obtain a scaffolding code installation position
- Step S20 soldering the scaffolding code to the corresponding scaffolding code installation position
- Step S30 mounting each of the segments welded with the scaffolding code to a segmented large-closed folding at the dock, and then erecting the scaffolding on the scaffolding installation position.
- the segment is subjected to the on-site simulation scribing and the corresponding mark of the installation position of the scaffolding code is obtained, and the scaffold code installation position is obtained, and the foot-code installation position can realize the pair of feet. Positioning the hand code bits to facilitate the installation of the footer code on the hand code installation position.
- the scaffolding is installed on the scaffolding code, and the scaffolding is positioned and supported by the scaffolding code.
- the scaffolding in the step S20 includes a horizontal position hand code 6 for positioning the scaffold in a horizontal direction, and the horizontal level foot code 6 is provided with a plurality of The horizontal footer code 6 is spaced along the vertical direction of the side inner casing 4 of the compartment 1.
- the horizontal position hand code 6 is set at the same height from the baseline, and when the side inner casing 4 of the cabin 1 is constructed, the horizontal inner construction platform can be erected on the scaffold, and the side shell of the scaffolding and the cabin 1 can be easily controlled.
- the horizontal distance between 4 avoids the increase of the horizontal distance between the side shell 4 and the scaffold of the cabin 1 as the side inner shell 4 of the cabin 1 rises during the erection process, thereby improving the construction process. safety.
- the step S30 specifically includes the following steps: step S31, lifting the segment to the dock; step S32, hoisting a whole in a relatively straight position of the cabin of the compartment 1 in the segment
- the scaffolding is the first scaffolding 2; in step S33, the crossbar 21 is placed between the horizontal scaffolding code 6 and the first scaffolding 2.
- the first scaffold 2 is hoisted, and the crossbar 21 can be fixed to the side inner casing 4 by the horizontal footer code 6 and the first scaffolding 2 and placed horizontally.
- the number of the cross bars 21 is the same as the number of the horizontal footer codes 6, and each of the cross bars 21 has a horizontal footer code 6.
- step S34 is further provided to install the vertical position hand code 7 at the bilge position of the side inner casing 4 near the cabin 1, and to erect in the vertical direction on the vertical position hand code 7.
- the crossbar 21 on the second scaffold 3 is capable of controlling the horizontal distance between the constructor on the crossbar 21 and the side inner casing, avoiding the vertical between the side inner casing 4 of the compartment 1 and the bilge
- the horizontal footer code 6 includes a first base 62 and is horizontally disposed on the first fixing member 61.
- the first base 62 is welded to the side inner casing 4 of the cabin 1, the first One end of a fixing member 61 is connected to the first base 62, and the other end is inserted to one end of the crossbar 21 near the horizontal foot code 6, and the crossbar 21 is away from the horizontal foot code.
- One end of 6 is overlapped with the first scaffold 2.
- the horizontal footer code 6 can reduce the installation accuracy of the scaffolding code of the scaffolding device.
- the horizontal footer code 6 is allowed to be installed within a few hundred millimeters of error, so that the first The scaffold 2 can still be used normally, and the amount of repair performed due to the actual installation deviation of the horizontal footer code 6 during the horizontal footer code 6 can be reduced, saving the use material of the hand code and improving the construction.
- the construction efficiency of the scaffolding device is allowed to be installed within a few hundred millimeters of error, so that the first The scaffold 2 can still be used normally, and the amount of repair performed due to the actual installation deviation of the horizontal footer code 6 during the horizontal footer code 6 can be reduced, saving the use material of the hand code and improving the construction.
- one end of the crossbar 21 is sleeved into the first fixed cylinder, and the other end is overlapped on the first scaffold 2, so that the crossbar 21 can be in a horizontal state.
- a plurality of cross bars 21 are provided, one end of which is respectively a first fixing member 61 at different positions in the vertical direction of the side inner casing 4 of the cabin 1, and the other end is erected at a corresponding height of the first scaffolding 2
- the crossbars 21 at each vertical height are horizontal.
- the first base 62 includes a first side and a joint with the side inner shell 4
- the second side of the first fixing member 61 is connected, and the shape of the first side surface matches the shape of the side inner casing 4 such that the first side surface can be firmly connected to the side inner casing 4.
- the first side surface is welded to the side inner casing 4, and the shape of the first side surface is matched with the shape of the side inner casing 4, and the shape of the first side surface and the side inner casing 4 can be enlarged.
- the welding area is enhanced by the horizontal footer code 6 and the side inner shell 4 connection structure.
- the first side surface is welded to the position where the side inner casing 4 of the compartment 1 abuts against the rib 5, and the connection structure of the first base 62 and the side inner casing 4 is reinforced.
- the crossbar 21 can be a hollow circular tube or a square tube.
- the crossbar 21 can also be disposed as a solid round bar or a square bar, wherein the first fixing member 61 is disposed at one end of the round bar or the square bar adjacent to the first fixing member 61.
- the groove is adapted such that one end of the first fixing member 61 adjacent to the cross bar 21 can be inserted into the groove.
- the vertical position hand code 7 includes a second base 72 and a second fixing member 71 disposed vertically. One end of the second fixing member 71 is connected to the second base 72, and One end is inserted to one end of the vertical rod 22 near the vertical rod 22 away from the vertical position hand code 7. In the actual installation process, the vertical rod 22 is inserted into the second fixing member 71, and the vertical rod 22 is vertically fixed.
- the installation of the vertical footer code 7 is reduced as much as possible, the construction amount in the process of erecting the scaffolding device is reduced, and the fixing structure of the scaffolding device is not affected, and the second hand is 7
- a reinforcing member 8 is provided, which is provided at least two and arranged in an intersecting manner, and the reinforcing member 8 and the vertical rod 22 form a triangular structure, which can strengthen the connection structure of the scaffolding device of the one type of cabin.
- the second base 72 is welded to the abutting position of the side inner casing 4 of the compartment 1 and the rib 5.
- step S34 a fixing member is installed at an intersection of the cross bar 21 and the vertical rod 22, and the fixing member is used for binding the cross bar 21 and the vertical rod 22, and is placed under construction.
- the crossbar 21 and the vertical rod 22 are displaced during the process.
- the method further includes the step S34: laying the construction plates on the cross bars 21 of the same vertical height.
- the construction plates respectively straddle the crossbars 21 on the same horizontal plane, thereby forming a plurality of construction platforms distributed in the vertical direction, and the constructor stands on each of the construction boards to coat the side inner shells 4 of the cabins 1
- the special construction can freely approach or be away from the side inner casing of the cabin 1 along the horizontal direction of the construction panel to prevent the danger of falling from the construction panel due to the horizontal distance between the constructor and the cabin inner shell 4 being too large. Ensure the safety of construction workers.
- the horizontal distance between the vertical rod 22 closest to the side of the side inner casing 4 and the side inner casing 4 is always controlled within 350 mm.
- the first fixing member 61 may be an elongated steel block or round steel, or may be set as a steel pipe or the like, and the second fixing member 62 may be a long steel piece or round steel, and may also be disposed. For steel pipes, etc.
- step S36 is further provided after step S35: the vertical rod 22 is erected on the bilge of the cabin, and a gasket is laid between the bilge and the vertical rod 22.
- a vertical rod 22 is built up in the bilge of the cabin and connected to the crossbar 21 to further strengthen the overall structure of the scaffolding device.
- the provision of a gasket between the bilge and the vertical rod 22 can reduce the pressure on the bilge of the vertical rod 22, reduce damage to the bilge, avoid subsequent repair work on the bilge, and also improve the production quality of the ship.
- the repairing accuracy of the scaffolding code can be greatly reduced due to the reduction of the mounting accuracy of the mounting horizontal scaffolding code 6, and only the vertical scaffolding code 7 is used.
- Installation method according to the single ship vertical position foot code 77 using 1000, the repair rate is 40%, the single boat saves the foot code 400 foot code production materials; according to the repair of a stainless steel foot code need to be approved After welding 6 working hours, it saves 2,400 man-hours for repairing labor, and shortens the time for the frame 1 to 2 days, while the type of ship usually contains There are more than 10 cabins, so the period of erecting the scaffolding device at the docking stage can be shortened for at least 20 days.
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Abstract
Disclosed is a method for building a scaffold device in a hyperboloidal linear cabin. The method involves: first, mounting scaffold braces on segments, and then, after all the segments are combined in a docking stage, building a scaffold in a cabin. By means of the building method, scaffold device building efficiency can be improved, a docking period can be shortened, and the safety factor of coating construction can be increased.
Description
本发明涉及船舶技术领域,尤其涉及一种双曲面线型舱室脚手架装置搭设方法。The invention relates to the technical field of ships, in particular to a method for erecting a scaffolding device of a double curved line type cabin.
脚手架装置一般用于施工现场为工人操作并解决垂直、水平运输和作业而搭设的各种支架,脚手架制作的材料通常有竹子、钢管或合成材料等。Scaffolding devices are generally used in construction sites for workers to operate and solve vertical and horizontal transportation and operations. Scaffolding materials usually include bamboo, steel pipes or synthetic materials.
在对货油舱进行特涂施工之前,需要在货油舱内搭设脚手架。现有技术中的货油舱均是在船坞阶段安装脚手码,脚手码的安装位置由涂装部搭架人员现场模拟划出,再由搭载部人员按标记现场安装脚手码,然后再逐层往上搭设脚手架。采用上述方法搭设脚手架,需要在船坞阶段现场定位安装脚手码,特涂舱内搭设脚手架的周期较长,严重延长了船坞建造的周期。此外,为了增大货油舱内的容量,通常将货油舱的双曲面线型舱室,在搭设脚手架的过程中,如果采用只沿着竖直方向搭设脚手架的方式,舷侧内壳外飘的趋势在货油舱的高度方向的各处位置上均不一致,距离舱底的垂直高度越远的货油舱舷侧内壳越往上脚手架距离舷侧内壳的水平距离越远,增加了在货油舱内进行涂特施工时的危险性。Before the special coating of the cargo tanks, scaffolding needs to be set up in the cargo tanks. In the prior art, the cargo tanks are installed with the scaffold code at the docking stage. The installation position of the scaffolding code is simulated by the painter's scaffolding personnel on site, and the scaffolding code is installed on the site by the personnel of the loading department. Then build scaffolding up the floor. To set up the scaffolding by the above method, it is necessary to locate and install the scaffolding code at the docking stage, and the period of scaffolding in the special coating cabin is long, which seriously extends the construction period of the dock. In addition, in order to increase the capacity in the cargo tank, the double-curved linear cabin of the cargo tank is usually floated in the process of erecting the scaffolding if the scaffolding is only arranged in the vertical direction. The trend is inconsistent at all locations in the height direction of the cargo tank. The farther from the vertical height of the bilge, the farther the horizontal depth of the cargo tank side shell from the upper side of the scaffolding is from the side shell. Danger of special construction during cargo tanks.
发明内容Summary of the invention
本发明的一个目的在于:提供一种双曲面线型舱室脚手架装置搭设方法,通过所述的搭建方法能够提升脚手架装置搭设的效率,缩短船坞周期。
An object of the present invention is to provide a method for erecting a double-curved linear cabin scaffolding device, which can improve the efficiency of the scaffolding device erection and shorten the docking cycle.
发明的另一个目的在于:提供一种双曲面线型舱室脚手架装置搭设方法,通过所述的搭建方法能够提升的涂特施工的安全系数。Another object of the invention is to provide a method for erecting a double-curved linear cabin scaffolding device, which can improve the safety factor of the coating construction by the construction method.
为达到此目的,本发明采用以下技术方案:To achieve this, the present invention employs the following technical solutions:
提供一种双曲面线型舱室脚手架装置搭设方法,步骤S10、在所述分段组装阶段,在舷侧内壳上定位所述脚手码的安装位置得到脚手码安装位;Providing a double-curved linear cabin scaffolding device erecting method, in step S10, in the segment assembling phase, positioning the scaffolding code on the side inner casing to obtain a scaffolding code installation position;
步骤S20、将所述脚手码焊接在对应所述脚手码安装位上;Step S20, soldering the scaffolding code to the corresponding scaffolding code installation position;
步骤S30、将焊接有所述脚手码的各个所述分段装吊至在船坞进行分段大合拢合拢,然后在所述脚手码安装位上搭设所述脚手架。Step S30, mounting each of the segments welded with the scaffolding code to a segmented large-closed folding at the dock, and then erecting the scaffolding on the scaffolding installation position.
作为所述的双曲面线型舱室脚手架装置搭设方法的一种优选的技术方案,所述步骤S20中的所述脚手架包括用于对所述脚手架进行水平方向定位的水平位脚手码,所述水平位脚手码设置有多个,各个所述水平位脚手码沿所述舱室的舷侧内壳的竖直方向间隔设置。As a preferred technical solution of the method for erecting the double-curved linear cabin scaffolding device, the scaffolding in the step S20 includes a horizontal position hand code for positioning the scaffold in a horizontal direction, There are a plurality of horizontal footer codes, and each of the horizontal foot codes is spaced apart in the vertical direction of the side inner casing of the compartment.
作为所述的双曲面线型舱室脚手架装置搭设方法的一种优选的技术方案,所述步骤S30具体包括以下步骤:As a preferred technical solution of the method for arranging the double-curved linear cabin scaffolding device, the step S30 specifically includes the following steps:
步骤S31、将所述分段吊运至船坞;Step S31, lifting the segment to the dock;
步骤S32、在所述分段内的所述舱室的舱底较为平直的位置吊入一个整体脚手架,此脚手架为第一脚手架;Step S32, hoisting an integral scaffolding in a relatively straight position of the cabin of the compartment in the section, the scaffolding being a first scaffold;
步骤S33、在所述水平位脚手码与所述第一脚手架之间搭设横杆。Step S33, arranging a crossbar between the horizontal footer code and the first scaffold.
作为所述的双曲面线型舱室脚手架装置搭设方法的一种优选的技术方案,在步骤S33之后还设置步骤S34、在舷侧内壳靠近所述舱室的舱底位置安装竖直位脚手码,并在所述竖直位脚手码上沿竖直方向搭设竖杆,所述横杆和所述竖杆共同构成第二脚手架。As a preferred technical solution of the method for erecting the double-curved linear cabin scaffolding device, after step S33, step S34 is further provided, and the vertical position code is installed in the bilge position of the side inner casing near the cabin. And erecting a vertical rod in the vertical direction on the vertical position hand code, the cross rod and the vertical rod together forming a second scaffold.
作为所述的双曲面线型舱室脚手架装置搭设方法的一种优选的技术方案,
所述水平位脚手码包括第一底座以及沿水平设置在第一固定件,所述第一底座焊接在所述舱室的舷侧内壳上,所述第一固定件的一端与所述第一底座连接,另一端插接至所述横杆靠近所述水平位脚手码的一端,所述横杆远离所述水平位脚手码的一端搭接在所述第一脚手架。As a preferred technical solution for the method of erecting the double curved line type cabin scaffolding device,
The horizontal foot code includes a first base and a horizontally disposed first fixing member, the first base is welded to the side inner casing of the compartment, and one end of the first fixing member and the first A base is connected, and the other end is inserted to an end of the crossbar adjacent to the horizontal foot code, and an end of the crossbar away from the horizontal foot code is overlapped with the first scaffold.
作为所述的双曲面线型舱室脚手架装置搭设方法的一种优选的技术方案,第一底座包括与所述舷侧内壳连接的第一侧面以及与所述第一固定件连接的第二侧面,所述第一侧面的形状与所述舷侧内壳的形状相匹配。As a preferred technical solution of the double-curved linear cabin scaffolding device erecting method, the first base includes a first side connected to the side inner casing and a second side connected to the first fixing member The shape of the first side matches the shape of the side inner casing.
作为所述的双曲面线型舱室脚手架装置搭设方法的一种优选的技术方案,所述竖直位脚手码包括第二底座以及竖直设置的第二固定件,所述第二固定件的一端与所述第二底座连接,另一端插接至所述竖杆靠近所述竖杆远离所述竖直位脚手码的一端。As a preferred technical solution of the method for erecting the double-curved linear cabin scaffolding device, the vertical positioning hand code includes a second base and a second fixing member disposed vertically, the second fixing member One end is connected to the second base, and the other end is inserted to one end of the vertical rod near the vertical rod away from the vertical position.
作为所述的双曲面线型舱室脚手架装置搭设方法的一种优选的技术方案,在所述步骤S34之后还设置步骤S35:在所述横杆和所述竖杆的交叉位置安装一个固定件,所述固定件用于绑定所述横杆和所述竖杆。As a preferred technical solution of the method for erecting the double-curved linear cabin scaffolding device, after the step S34, a step S35 is further provided: a fixing member is installed at an intersection of the crossbar and the vertical rod, The fixing member is for binding the cross bar and the vertical rod.
作为所述的双曲面线型舱室脚手架装置搭设方法的一种优选的技术方案,在所述步骤S34之后还设置步骤S35:分别在同一垂直高度的所述横杆上铺设施工板。As a preferred technical solution of the method for erecting the double-curved linear cabin scaffolding device, after the step S34, a step S35 is further provided: laying the construction plates on the cross bars of the same vertical height respectively.
作为所述的双曲面线型舱室脚手架装置搭设方法的一种优选的技术方案,述步骤S35之后还设置步骤S36:将所述竖杆竖立在所述舱室的所述舱底,并在所述舱底与所述竖杆之间铺设垫片。As a preferred technical solution of the method for arranging the double-curved linear cabin scaffolding device, step S35 is further provided with step S36: erecting the vertical rod in the bilge of the cabin, and in the A gasket is placed between the bilge and the vertical rod.
本发明的有益效果为:双曲面线型舱室脚手架装置搭设方法,在船坞阶段之前完成脚手码的安装,减少了在舱室内搭建施工平台的过程中对船坞的占用时间。当分段合拢完成后,进入船坞阶段,能够根据在分段阶段安装的脚手码
搭建脚手架,极大地减少了搭建脚手架的占用时间,加快了船舶的建造,缩短了船坞周期,提高了生产效率。通过此方法能够降低在安装过程中对脚手码的安装精度的要求,同时也抬高了对舱室的进行涂特施工的安全性。The invention has the beneficial effects that the double-curved linear cabin scaffolding device is erected, and the installation of the scaffolding code is completed before the docking phase, thereby reducing the occupation time of the dock during the construction of the construction platform in the cabin. When the segmentation is completed, enter the docking phase and be able to install the scaffolding code according to the segmentation phase.
The construction of scaffolding greatly reduces the occupation time of scaffolding, speeds up the construction of the ship, shortens the dock cycle and improves production efficiency. By this method, the requirement for the installation accuracy of the hand code during the installation process can be reduced, and the safety of the coating construction of the cabin is also raised.
下面根据附图和实施例对本发明作进一步详细说明。The invention will now be described in further detail with reference to the drawings and embodiments.
图1为实施例所述船舱的脚手架装置与所述舱室的舷侧内壳的连接结构示意图。Figure 1 is a schematic view showing the connection structure of the scaffolding device of the cabin and the side inner casing of the cabin.
图2为图1中A处的放大图。Figure 2 is an enlarged view of a portion A in Figure 1.
图3为图1中B处的放大图。Figure 3 is an enlarged view of B in Figure 1.
图中:In the picture:
1、舱室;2、第一脚手架;21、横杆;22、竖杆;3、第二脚手架;4、舷侧内壳;5、肋板;6、水平位脚手码;61、第一固定件;62、第一底座;7、竖直位脚手码;71、第二固定件;72、第二底座;8、加强件。1, cabin; 2, first scaffold; 21, crossbar; 22, vertical rod; 3, second scaffold; 4, side shell; 5, rib; 6, horizontal foot code; 61, first Fixing member; 62, first base; 7, vertical position hand code; 71, second fixing member; 72, second base; 8, reinforcing member.
下面结合附图并通过具体实施方式来进一步说明本发明的技术方案。The technical solution of the present invention will be further described below with reference to the accompanying drawings and specific embodiments.
如图1~3所示,于本实施例中,本发明所述的一种双曲面线型舱室脚手架装置搭设方法,先在分段上安装脚手码,然后在船坞阶段将各个分段合拢完成后在舱室1内搭设脚手架。As shown in FIG. 1 to FIG. 3, in the embodiment, a double-curved linear cabin scaffolding device erecting method according to the present invention first installs a scaffolding code on a segment, and then folds each segment in a docking stage. After completion, scaffolding is set up in the cabin 1.
船坞是船厂内的重要资源,在船坞阶段之前完成脚手码的安装,减少了在舱室1内搭建施工平台的过程中对船坞的占用时间。当分段合拢完成后,进入船坞阶段,能够根据在分段上安装的脚手码搭建脚手架,极大地减少了搭建脚
手架的占用时间,加快了舱室1的推进,缩短了船坞周期,提高了生产效率。The dock is an important resource within the shipyard, and the installation of the scaffolding code is completed before the docking phase, reducing the occupation time of the dock during the construction of the construction platform in the cabin 1. When the segmentation is completed, the shipyard stage is entered, and the scaffolding can be built according to the foot code installed on the segment, which greatly reduces the construction foot.
The occupation time of the hand frame accelerates the advancement of the cabin 1, shortens the dock cycle, and improves production efficiency.
具体的,双曲面线型舱室脚手架装置搭设方法包括以下步骤:Specifically, the method for erecting the double curved line type cabin scaffolding device comprises the following steps:
步骤S10、在所分段的舷侧内壳4上定位所述脚手码的安装位置得到脚手码安装位;Step S10, positioning the installation position of the scaffolding code on the segmented side inner casing 4 to obtain a scaffolding code installation position;
步骤S20、将所述脚手码焊接在对应所述脚手码安装位上;Step S20, soldering the scaffolding code to the corresponding scaffolding code installation position;
步骤S30、将焊接有所述脚手码的各个所述分段装吊至在船坞进行分段大合拢合拢,然后在所述脚手码安装位上搭设所述脚手架。Step S30, mounting each of the segments welded with the scaffolding code to a segmented large-closed folding at the dock, and then erecting the scaffolding on the scaffolding installation position.
实际的搭设过程中,在分段合拢之前,对分段进行现场的模拟划线并作出脚手码安装位置的相应的标记,得到脚手码安装位,通过脚手码安装位能够实现对脚手码位的定位,以便于在脚手码安装位上安装脚手码。在对个分段进行合拢后,将脚手码上安装脚手架,利用脚手码对脚手架进行定位和支撑。In the actual erection process, before the segmentation is closed, the segment is subjected to the on-site simulation scribing and the corresponding mark of the installation position of the scaffolding code is obtained, and the scaffold code installation position is obtained, and the foot-code installation position can realize the pair of feet. Positioning the hand code bits to facilitate the installation of the footer code on the hand code installation position. After the segments are closed, the scaffolding is installed on the scaffolding code, and the scaffolding is positioned and supported by the scaffolding code.
在本实施例中,所述步骤S20中的所述脚手架包括用于对所述脚手架进行水平方向定位的水平位脚手码6,所述水平位脚手码6设置有多个,各个所述水平位脚手码6沿所述舱室1的舷侧内壳4的竖直方向间隔设置。在距离基线同一高度上设置水平位脚手码6,在对舱室1的舷侧内壳4进行施工时,能够通过在脚手架上搭设水平的施工平台,便于控制脚手架与舱室1的舷侧内壳4之间的水平距离,避免在搭设过程中随着舱室1的舷侧内壳4的升高而使舱室1的舷侧内壳4与脚手架之间的水平距离增大,提高了施工过程的安全性。In this embodiment, the scaffolding in the step S20 includes a horizontal position hand code 6 for positioning the scaffold in a horizontal direction, and the horizontal level foot code 6 is provided with a plurality of The horizontal footer code 6 is spaced along the vertical direction of the side inner casing 4 of the compartment 1. The horizontal position hand code 6 is set at the same height from the baseline, and when the side inner casing 4 of the cabin 1 is constructed, the horizontal inner construction platform can be erected on the scaffold, and the side shell of the scaffolding and the cabin 1 can be easily controlled. The horizontal distance between 4 avoids the increase of the horizontal distance between the side shell 4 and the scaffold of the cabin 1 as the side inner shell 4 of the cabin 1 rises during the erection process, thereby improving the construction process. safety.
其中,所述步骤S30具体包括以下步骤:步骤S31、将所述分段吊运至船坞;步骤S32、在所述分段内的所述舱室1的舱底较为平直的位置吊入一个整体脚手架,此脚手架为第一脚手架2;步骤S33、在所述水平位脚手码6与所述第一脚手架2之间搭设横杆21。在分段吊运至船坞后吊入第一脚手架2,能够通过水平位脚手码6和第一脚手架2将横杆21固定在舷侧内壳4上且水平放置。具体
的,横杆21的数量与水平位脚手码6的数量相同,且每个横杆21均分别有水平位脚手码6。Wherein, the step S30 specifically includes the following steps: step S31, lifting the segment to the dock; step S32, hoisting a whole in a relatively straight position of the cabin of the compartment 1 in the segment The scaffolding is the first scaffolding 2; in step S33, the crossbar 21 is placed between the horizontal scaffolding code 6 and the first scaffolding 2. After the segment is lifted to the dock, the first scaffold 2 is hoisted, and the crossbar 21 can be fixed to the side inner casing 4 by the horizontal footer code 6 and the first scaffolding 2 and placed horizontally. Specific
The number of the cross bars 21 is the same as the number of the horizontal footer codes 6, and each of the cross bars 21 has a horizontal footer code 6.
在步骤S33之后还设置步骤S34、在舷侧内壳4靠近所述舱室1的舱底位置安装竖直位脚手码7,并在所述竖直位脚手码7上沿竖直方向搭设竖杆22,所述横杆21和所述竖杆22共同构成第二脚手架3。在第二脚手架3上的横杆21能够控制施工者在横杆21上与舷侧内壳之间的水平距离,避免了在舱室1的舷侧内壳4与所述舱底之间的垂直距离越大第一脚手架2与船舱的舷侧内壳之间的水平距离越大的问题,确保了施工的安全,通过此设计,能够方便施工者对舱室1的舷侧内壳4进行涂特施工。After step S33, step S34 is further provided to install the vertical position hand code 7 at the bilge position of the side inner casing 4 near the cabin 1, and to erect in the vertical direction on the vertical position hand code 7. A vertical rod 22, which together with the vertical rod 22, constitutes a second scaffolding 3. The crossbar 21 on the second scaffold 3 is capable of controlling the horizontal distance between the constructor on the crossbar 21 and the side inner casing, avoiding the vertical between the side inner casing 4 of the compartment 1 and the bilge The greater the distance between the first scaffold 2 and the side inner shell of the cabin, the greater the safety of the construction, and the design allows the constructor to coat the side shell 4 of the cabin 1 construction.
具体的,所述水平位脚手码6包括第一底座62以及沿水平设置在第一固定件61,所述第一底座62焊接在所述舱室1的舷侧内壳4上,所述第一固定件61的一端与所述第一底座62连接,另一端插接至所述横杆21靠近所述水平位脚手码6的一端,所述横杆21远离所述水平位脚手码6的一端搭接在所述第一脚手架2。通过水平位脚手码6能够降低在搭建所述脚手架装置的脚手码的安装精度的要求,在实际的安装中,允许水平位脚手码6安装在几百毫米内的误差,使得第一脚手架2仍可以正常的使用,能够减少在水平位脚手码6的过程中由于水平位脚手码6的施加实际安装的偏差而进行的返修量,节约了脚手码的使用材料,提高搭建所述脚手装置的搭建效率。Specifically, the horizontal footer code 6 includes a first base 62 and is horizontally disposed on the first fixing member 61. The first base 62 is welded to the side inner casing 4 of the cabin 1, the first One end of a fixing member 61 is connected to the first base 62, and the other end is inserted to one end of the crossbar 21 near the horizontal foot code 6, and the crossbar 21 is away from the horizontal foot code. One end of 6 is overlapped with the first scaffold 2. The horizontal footer code 6 can reduce the installation accuracy of the scaffolding code of the scaffolding device. In the actual installation, the horizontal footer code 6 is allowed to be installed within a few hundred millimeters of error, so that the first The scaffold 2 can still be used normally, and the amount of repair performed due to the actual installation deviation of the horizontal footer code 6 during the horizontal footer code 6 can be reduced, saving the use material of the hand code and improving the construction. The construction efficiency of the scaffolding device.
其中,将横杆21的一端套接至第一固定圆柱中,另一端搭接在所述第一脚手架2上,使得横杆21能呈水平状态。横杆21设置有多个,横杆21的一端分别舱室1的舷侧内壳4的竖直方向的不同位置上的第一固定件61,另一端搭设在第一脚手架2的与对应的高度上,使各个垂直高度上的横杆21均呈水平状态。Wherein, one end of the crossbar 21 is sleeved into the first fixed cylinder, and the other end is overlapped on the first scaffold 2, so that the crossbar 21 can be in a horizontal state. A plurality of cross bars 21 are provided, one end of which is respectively a first fixing member 61 at different positions in the vertical direction of the side inner casing 4 of the cabin 1, and the other end is erected at a corresponding height of the first scaffolding 2 Above, the crossbars 21 at each vertical height are horizontal.
更进一步的,第一底座62包括与所述舷侧内壳4连接的第一侧面以及与所
述第一固定件61连接的第二侧面,所述第一侧面的形状与舷侧内壳4的形状相匹配,使得第一侧面能过与所述舷侧内壳4稳固连接。具体的,第一侧面焊接在所述舷侧内壳4上,将所述第一侧面的形状与舷侧内壳4的形状相匹配,能够加大第一侧面的形状与舷侧内壳4的焊接面积,增强水平位脚手码6与所述舷侧内壳4连接结构。Further, the first base 62 includes a first side and a joint with the side inner shell 4
The second side of the first fixing member 61 is connected, and the shape of the first side surface matches the shape of the side inner casing 4 such that the first side surface can be firmly connected to the side inner casing 4. Specifically, the first side surface is welded to the side inner casing 4, and the shape of the first side surface is matched with the shape of the side inner casing 4, and the shape of the first side surface and the side inner casing 4 can be enlarged. The welding area is enhanced by the horizontal footer code 6 and the side inner shell 4 connection structure.
在实际的施工中,将第一侧面焊接在所述舱室1的舷侧内壳4与肋板5对接的位置上,加强第一底座62与舷侧内壳4的连接结构。In the actual construction, the first side surface is welded to the position where the side inner casing 4 of the compartment 1 abuts against the rib 5, and the connection structure of the first base 62 and the side inner casing 4 is reinforced.
优选的,横杆21可以为空心的圆管或方形管。在其他的实施例中,还可以将横杆21设置为实心的圆杆或方形杆,其中,在圆杆或方形杆靠近第一固定件61的一端设置有与所述第一固定件61相适配的凹槽,使得第一固定件61靠近横杆21的一端能够插接至所述凹槽内。Preferably, the crossbar 21 can be a hollow circular tube or a square tube. In other embodiments, the crossbar 21 can also be disposed as a solid round bar or a square bar, wherein the first fixing member 61 is disposed at one end of the round bar or the square bar adjacent to the first fixing member 61. The groove is adapted such that one end of the first fixing member 61 adjacent to the cross bar 21 can be inserted into the groove.
在本实施例中,所述竖直位脚手码7包括第二底座72以及竖直设置的第二固定件71,所述第二固定件71的一端与所述第二底座72连接,另一端插接至所述竖杆22靠近所述竖杆22远离所述竖直位脚手码7的一端。在实际的安装过程中,将竖杆22***第二固定件71上,将竖杆22竖直固定。In this embodiment, the vertical position hand code 7 includes a second base 72 and a second fixing member 71 disposed vertically. One end of the second fixing member 71 is connected to the second base 72, and One end is inserted to one end of the vertical rod 22 near the vertical rod 22 away from the vertical position hand code 7. In the actual installation process, the vertical rod 22 is inserted into the second fixing member 71, and the vertical rod 22 is vertically fixed.
为了节省船舶的生产成本,尽可能地减少对竖直位脚手码7的安装,减少在搭设脚手架装置过程中的施工量,同时也不影响脚手架装置的固定结构,在第二脚手7架设置有加强件8,所述加强件8至少设置有两个且交叉设置,所述加强件8与所述竖杆22构成三角形结构,能够加强所述一种船舱的脚手架装置的连接结构。In order to save the production cost of the ship, the installation of the vertical footer code 7 is reduced as much as possible, the construction amount in the process of erecting the scaffolding device is reduced, and the fixing structure of the scaffolding device is not affected, and the second hand is 7 A reinforcing member 8 is provided, which is provided at least two and arranged in an intersecting manner, and the reinforcing member 8 and the vertical rod 22 form a triangular structure, which can strengthen the connection structure of the scaffolding device of the one type of cabin.
在实际施工中,为了加强第二底座72与舱室1的舷侧内壳4的连接结构,将第二底座72焊接在舱室1的舷侧内壳4与肋板5的对接位置。In actual construction, in order to strengthen the connection structure of the second base 72 with the side inner casing 4 of the compartment 1, the second base 72 is welded to the abutting position of the side inner casing 4 of the compartment 1 and the rib 5.
为了对第二脚手架3进行固定,需要对将横杆21和竖杆22绑定。在所述
步骤S34之后设置步骤S35:在所述横杆21和所述竖杆22的交叉位置安装一个固定件,所述固定件用于绑定所述横杆21和所述竖杆22,放置在施工的过程中所述横杆21和所述竖杆22发生移位。In order to fix the second scaffold 3, it is necessary to bind the crossbar 21 and the vertical rod 22. In the stated
After step S34, step S35 is set: a fixing member is installed at an intersection of the cross bar 21 and the vertical rod 22, and the fixing member is used for binding the cross bar 21 and the vertical rod 22, and is placed under construction. The crossbar 21 and the vertical rod 22 are displaced during the process.
在所述步骤S33中,还包括步骤S34:分别在同一垂直高度的所述横杆21上铺设施工板。其中施工板分别横跨在同一水平面上的横杆21之间,从而形成多层沿竖直方向分布的施工平台,施工者站立在各层施工板上对舱室1的舷侧内壳4进行涂特施工,能够沿着施工板的水平方向自由地靠近或远离舱室1的舷侧内壳,防止由于施工者与舱室1舷侧内壳4水平距离过大而从施工板上掉落的危险,确保了施工人员的安全。In the step S33, the method further includes the step S34: laying the construction plates on the cross bars 21 of the same vertical height. Wherein the construction plates respectively straddle the crossbars 21 on the same horizontal plane, thereby forming a plurality of construction platforms distributed in the vertical direction, and the constructor stands on each of the construction boards to coat the side inner shells 4 of the cabins 1 The special construction can freely approach or be away from the side inner casing of the cabin 1 along the horizontal direction of the construction panel to prevent the danger of falling from the construction panel due to the horizontal distance between the constructor and the cabin inner shell 4 being too large. Ensure the safety of construction workers.
具体的,最靠近所述舷侧内壳4一侧的竖杆22与所述舷侧内壳4之间的水平距离始终控制在350mm内。Specifically, the horizontal distance between the vertical rod 22 closest to the side of the side inner casing 4 and the side inner casing 4 is always controlled within 350 mm.
在本实施例中,第一固定件61可以是长条状的钢块或圆钢,还可以设置为钢管等,第二固定件62可以是长条状的钢块或圆钢,还可以设置为钢管等。In this embodiment, the first fixing member 61 may be an elongated steel block or round steel, or may be set as a steel pipe or the like, and the second fixing member 62 may be a long steel piece or round steel, and may also be disposed. For steel pipes, etc.
在本实施例中,所述步骤S35之后还设置步骤S36:将所述竖杆22竖立在所述舱室的舱底,并在所述舱底与所述竖杆22之间铺设垫片。将竖杆22树立在舱室的舱底并与所述横杆21连接,进一步加强所述脚手架装置的整体结构。在舱底和竖杆22之间设垫片能够减缓竖杆22对舱底的压力,减少对舱底的损坏,避免了后续对舱底的返修工作,同时也提高了船舶的生产质量。使用本发明的双曲面线型舱室脚手架装置搭设方法,由于对安装水平位脚手码6的安装精度的降低,能够大大减少了脚手码的返修率,只使用竖直位脚手码7的安装方法,按单船竖直位脚手码77使用数量1000个,返修率40%计算,单船节约脚手码400个脚手码的制作材料;按返修一个不锈钢脚手码需批补磨焊6个工时,则节约返了修人工2400个工时,缩短了舱室1的搭架的时间为2天,而型船一般含
舱室1十多个,因此能够缩短船坞阶段搭设脚手架装置的周期至少为20天。In the present embodiment, step S36 is further provided after step S35: the vertical rod 22 is erected on the bilge of the cabin, and a gasket is laid between the bilge and the vertical rod 22. A vertical rod 22 is built up in the bilge of the cabin and connected to the crossbar 21 to further strengthen the overall structure of the scaffolding device. The provision of a gasket between the bilge and the vertical rod 22 can reduce the pressure on the bilge of the vertical rod 22, reduce damage to the bilge, avoid subsequent repair work on the bilge, and also improve the production quality of the ship. By using the double-curved linear cabin scaffolding device erecting method of the present invention, the repairing accuracy of the scaffolding code can be greatly reduced due to the reduction of the mounting accuracy of the mounting horizontal scaffolding code 6, and only the vertical scaffolding code 7 is used. Installation method, according to the single ship vertical position foot code 77 using 1000, the repair rate is 40%, the single boat saves the foot code 400 foot code production materials; according to the repair of a stainless steel foot code need to be approved After welding 6 working hours, it saves 2,400 man-hours for repairing labor, and shortens the time for the frame 1 to 2 days, while the type of ship usually contains
There are more than 10 cabins, so the period of erecting the scaffolding device at the docking stage can be shortened for at least 20 days.
于本文的描述中,需要理解的是,术语“第一”、“第二”仅用于在描述上加以区分,不具有特殊含义。In the description herein, it is to be understood that the terms "first" and "second" are used only to distinguish between the description and have no special meaning.
需要声明的是,上述具体实施方式仅仅为本发明的较佳实施例及所运用技术原理,在本发明所公开的技术范围内,任何熟悉本技术领域的技术人员所容易想到的变化或替换,都应涵盖在本发明的保护范围内。
It is to be understood that the above-described embodiments are merely preferred embodiments of the invention and the technical principles of the invention, and any changes or substitutions that are readily apparent to those skilled in the art are within the scope of the presently disclosed technology. All should be covered by the scope of the present invention.
Claims (10)
- 一种双曲面线型舱室脚手架装置搭设方法,其特征在于,包括以下步骤:A double-curved linear cabin scaffolding device erecting method, comprising the steps of:步骤S10、在分段组装阶段,在舷侧内壳上定位脚手码的安装位置得到脚手码安装位;Step S10, in the stage assembly stage, the installation position of the foot code on the side shell is obtained by the foot code installation position;步骤S20、将所述脚手码焊接在对应所述脚手码安装位上;Step S20, soldering the scaffolding code to the corresponding scaffolding code installation position;步骤S30、将焊接有所述脚手码的各个所述分段装吊至在船坞进行分段大合拢合拢,然后在所述脚手码安装位上搭设所述脚手架。Step S30, mounting each of the segments welded with the scaffolding code to a segmented large-closed folding at the dock, and then erecting the scaffolding on the scaffolding installation position.
- 根据权利要求1所述的双曲面线型舱室脚手架装置搭设方法,其特征在于,所述步骤S20中的所述脚手架包括用于对所述脚手架进行水平方向定位的水平位脚手码,所述水平位脚手码设置有多个,各个所述水平位脚手码沿所述舱室的舷侧内壳的竖直方向间隔设置。The double-curved linear cabin scaffolding device erecting method according to claim 1, wherein the scaffolding in the step S20 includes a horizontal-level scaffolding code for positioning the scaffolding in a horizontal direction, There are a plurality of horizontal footer codes, and each of the horizontal foot codes is spaced apart in the vertical direction of the side inner casing of the compartment.
- 根据权利要求2所述的双曲面线型舱室脚手架装置搭设方法,其特征在于,所述步骤S30具体包括以下步骤:The double-curved linear cabin scaffolding device erection method according to claim 2, wherein the step S30 comprises the following steps:步骤S31、将所述分段吊运至船坞;Step S31, lifting the segment to the dock;步骤S32、在所述分段内的所述舱室的舱底较为平直的位置吊入一个整体脚手架,此脚手架为第一脚手架;Step S32, hoisting an integral scaffolding in a relatively straight position of the cabin of the compartment in the section, the scaffolding being a first scaffold;步骤S33、在所述水平位脚手码与所述第一脚手架之间搭设横杆。Step S33, arranging a crossbar between the horizontal footer code and the first scaffold.
- 根据权利要求3所述的双曲面线型舱室脚手架装置搭设方法,其特征在于,在步骤S33之后还设置步骤S34、在舷侧内壳靠近所述舱室的所述舱底位置安装竖直位脚手码,并在所述竖直位脚手码上沿竖直方向搭设竖杆,所述横杆和所述竖杆共同构成第二脚手架。The double-curved linear cabin scaffolding device erection method according to claim 3, wherein after step S33, step S34 is further provided, and the vertical seat is installed at the bilge position of the side inner casing near the compartment. Hand code, and a vertical rod is erected in the vertical direction on the vertical position hand code, the cross rod and the vertical rod together constitute a second scaffold.
- 根据权利要求4所述的双曲面线型舱室脚手架装置搭设方法,其特征在于,所述水平位脚手码包括第一底座以及沿水平设置在第一固定件,所述第一底座焊接在所述舱室的舷侧内壳上,所述第一固定件的一端与所述第一底座连 接,另一端插接至所述横杆靠近所述水平位脚手码的一端,所述横杆远离所述水平位脚手码的一端搭接在所述第一脚手架。The double-curved linear cabin scaffolding device arranging method according to claim 4, wherein the horizontal-level scaffolding code comprises a first base and is horizontally disposed on the first fixing member, and the first base is welded at the On the side inner casing of the cabin, one end of the first fixing member is connected to the first base And the other end is inserted to the end of the crossbar adjacent to the horizontal foot code, and the end of the crossbar away from the horizontal foot code is overlapped on the first scaffold.
- 根据权利要求5所述的双曲面线型舱室脚手架装置搭设方法,第一底座包括与所述舷侧内壳连接的第一侧面以及与所述第一固定件连接的第二侧面,所述第一侧面的形状与所述舷侧内壳的形状相匹配。The double-curved linear cabin scaffolding device arranging method according to claim 5, the first base includes a first side connected to the side inner casing and a second side connected to the first fixing member, the The shape of one side matches the shape of the side inner casing.
- 根据权利要求6所述的双曲面线型舱室脚手架装置搭设方法,其特征在于,所述竖直位脚手码包括第二底座以及竖直设置的第二固定件,所述第二固定件的一端与所述第二底座连接,另一端插接至所述竖杆靠近所述竖杆远离所述竖直位脚手码的一端。The double-curved linear cabin scaffolding device arranging method according to claim 6, wherein the vertical positioning hand code comprises a second base and a second fixing member disposed vertically, the second fixing member One end is connected to the second base, and the other end is inserted to one end of the vertical rod near the vertical rod away from the vertical position.
- 根据权利要求4所述的双曲面线型舱室脚手架装置搭设方法,其特征在于,在所述步骤S34之后还设置步骤S35:在所述横杆和所述竖杆的交叉位置安装一个固定件,所述固定件用于绑定所述横杆和所述竖杆。The double-curved linear cabin scaffolding device erecting method according to claim 4, further comprising a step S35 after the step S34: installing a fixing member at an intersection of the crossbar and the vertical rod, The fixing member is for binding the cross bar and the vertical rod.
- 根据权利要求4所述的双曲面线型舱室脚手架装置搭设方法,其特征在于,在所述步骤S34之后还设置步骤S35:分别在同一垂直高度的所述横杆上铺设施工板。The double-curved linear cabin scaffolding device erection method according to claim 4, wherein after the step S34, a step S35 is further provided: laying the construction plates on the cross bars of the same vertical height.
- 根据权利要求9所述的双曲面线型舱室脚手架装置搭设方法,其特征在于,所述步骤S35之后还设置步骤S36:将所述竖杆竖立在所述舱室的所述舱底,并在所述舱底与所述竖杆之间铺设垫片。 The double-curved linear cabin scaffolding device erection method according to claim 9, wherein the step S35 is further provided with a step S36 of erecting the vertical rod in the bilge of the cabin, and A gasket is placed between the bilge and the vertical rod.
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CN201710640230.8A CN107444582A (en) | 2017-07-31 | 2017-07-31 | A kind of hyperboloid line style cabin scaffold device erection method |
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CN112093003A (en) * | 2020-09-03 | 2020-12-18 | 招商局邮轮制造有限公司 | Installation method of marine scaffold wall connecting piece |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2332625A (en) * | 1940-08-28 | 1943-10-26 | Lockheed Aircraft Corp | Assembly jig |
CN101844612A (en) * | 2009-03-24 | 2010-09-29 | 上海外高桥造船有限公司 | Fabricated scaffold and using method thereof |
CN202337344U (en) * | 2011-11-14 | 2012-07-18 | 江苏新扬子造船有限公司 | Scaffold structure in cargo cabin of bulk cargo ship |
CN202754119U (en) * | 2012-08-17 | 2013-02-27 | 大连船舶重工集团有限公司 | Tooling member of marine platform for building safe fence |
CN204124335U (en) * | 2014-08-20 | 2015-01-28 | 江苏宏强船舶重工有限公司 | A kind of cargo hold packaged type segmental hoisting frock |
CN105539769A (en) * | 2015-12-23 | 2016-05-04 | 江苏现代造船技术有限公司 | Method for building scaffolds in closing stage of bottom side tank of bulk cargo ship cargo hold |
-
2017
- 2017-07-31 CN CN201710640230.8A patent/CN107444582A/en active Pending
- 2017-10-31 WO PCT/CN2017/108837 patent/WO2019024290A1/en active Application Filing
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2332625A (en) * | 1940-08-28 | 1943-10-26 | Lockheed Aircraft Corp | Assembly jig |
CN101844612A (en) * | 2009-03-24 | 2010-09-29 | 上海外高桥造船有限公司 | Fabricated scaffold and using method thereof |
CN202337344U (en) * | 2011-11-14 | 2012-07-18 | 江苏新扬子造船有限公司 | Scaffold structure in cargo cabin of bulk cargo ship |
CN202754119U (en) * | 2012-08-17 | 2013-02-27 | 大连船舶重工集团有限公司 | Tooling member of marine platform for building safe fence |
CN204124335U (en) * | 2014-08-20 | 2015-01-28 | 江苏宏强船舶重工有限公司 | A kind of cargo hold packaged type segmental hoisting frock |
CN105539769A (en) * | 2015-12-23 | 2016-05-04 | 江苏现代造船技术有限公司 | Method for building scaffolds in closing stage of bottom side tank of bulk cargo ship cargo hold |
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