CN109244942B - Floating body platform special for construction of power transmission line in river network area - Google Patents
Floating body platform special for construction of power transmission line in river network area Download PDFInfo
- Publication number
- CN109244942B CN109244942B CN201811267011.0A CN201811267011A CN109244942B CN 109244942 B CN109244942 B CN 109244942B CN 201811267011 A CN201811267011 A CN 201811267011A CN 109244942 B CN109244942 B CN 109244942B
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- floating
- pin
- platform
- transmission line
- gunwale
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- 238000007667 floating Methods 0.000 title claims abstract description 81
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 230000005540 biological transmission Effects 0.000 title claims abstract description 19
- 238000010008 shearing Methods 0.000 claims abstract description 13
- 230000002457 bidirectional effect Effects 0.000 claims abstract description 11
- 239000004743 Polypropylene Substances 0.000 claims abstract description 6
- -1 polypropylene Polymers 0.000 claims abstract description 6
- 229920001155 polypropylene Polymers 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 49
- 239000010959 steel Substances 0.000 claims description 49
- 241000233805 Phoenix Species 0.000 claims description 21
- 125000001436 propyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])[H] 0.000 claims description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 238000009434 installation Methods 0.000 claims description 5
- 241000287828 Gallus gallus Species 0.000 claims description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 4
- 125000000484 butyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])C([H])([H])[H] 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 4
- 230000008569 process Effects 0.000 abstract description 4
- ATUOYWHBWRKTHZ-UHFFFAOYSA-N Propane Chemical compound CCC ATUOYWHBWRKTHZ-UHFFFAOYSA-N 0.000 description 20
- 239000001294 propane Substances 0.000 description 10
- 230000008439 repair process Effects 0.000 description 3
- 241000361919 Metaphire sieboldi Species 0.000 description 2
- 241000785736 Pholis crassispina Species 0.000 description 2
- 239000001273 butane Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- IJDNQMDRQITEOD-UHFFFAOYSA-N n-butane Chemical compound CCCC IJDNQMDRQITEOD-UHFFFAOYSA-N 0.000 description 2
- OFBQJSOFQDEBGM-UHFFFAOYSA-N n-pentane Natural products CCCCC OFBQJSOFQDEBGM-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 240000004282 Grewia occidentalis Species 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005188 flotation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 210000003781 tooth socket Anatomy 0.000 description 1
Classifications
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G1/00—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines
- H02G1/02—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for overhead lines or cables
-
- 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
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a special floating body platform for power transmission line construction in a river network area, which comprises a plurality of spliced floating boxes, wherein the floating boxes are connected through a bidirectional shearing-resistant connecting assembly and/or a polypropylene Ding Jietou connecting assembly. The buoyancy tanks are connected through the bidirectional shearing connection assembly and/or the acrylic-type Ding Jietou, so that the floating body platform can be spliced in any two-dimensional splice mode, the splicing process is fast and convenient, the structure of the floating body platform is stable due to the connection of the bidirectional shearing connection assembly and/or the acrylic-type connector, and the floating body platform has high economical efficiency, durability and safety.
Description
Technical Field
The invention belongs to the technical field of water operation platforms, and particularly relates to a floating body platform special for power transmission line construction in a river network area.
Background
At present, a water operation platform mainly depends on a powered ship and an unpowered floating body platform, and various construction equipment is installed on the operation platform so as to develop water construction. Unpowered floating platforms are used in construction processes that do not require frequent movement. The size of the existing unpowered floating body platform is generally spliced according to the size of equipment, and the equipment with different weights needs floating body platforms with different buoyancy. Therefore, the water operation platform which is compatible with a plurality of devices with different weights and sizes and meets different field conditions is lack of the prior art.
The river and the threo area are developed in water system, the ditches, the river and the pond are particularly more, the river networks are densely distributed, and the cultivation ponds are connected in pieces. The construction facilities such as temporary floating bridges and floating platforms are erected by adopting steel standard box equipment, so that the problems of material transportation and construction operation in the water network area of the power transmission line engineering can be solved, the integral safety level of construction is improved, the steel standard box equipment can be applied to emergency repair of the power transmission line, the emergency and maneuvering guarantee capability in the emergency repair process is improved, the steel standard box equipment has high social and economic benefits, and the steel standard box equipment has very wide application prospects in the power transmission line construction and emergency repair engineering.
Disclosure of Invention
The invention provides a floating body platform special for power transmission line construction in a river network area, which achieves the purposes of rapid and convenient splicing of any two-dimensional spliced floating body platform and good stability of the floating body platform.
In order to solve the technical problems, the invention adopts the following technical scheme: the utility model provides a special body platform of river network district transmission line construction, its characterized in that, body platform includes a plurality of concatenation buoyancy tanks, all connect through two-way shearing connection subassembly and/or polypropylene Ding Jietou coupling assembling between the buoyancy tank.
Preferably, the floating platform comprises a floating working platform and a floating bridge, the floating bridge is connected with the floating working platform, and the floating tank comprises a standard tank and a bow-stern tank; the floating working platform comprises a plurality of spliced standard boxes, and the floating bridge comprises a plurality of spliced standard boxes and a bow-stern box; the upper portions among the buoyancy tanks are connected through the bidirectional shearing-resistant connecting assembly, and the lower portions are connected through the acrylic Ding Gou connecting assembly, so that the splicing effect is further convenient and stable.
Preferably, the bidirectional shear connection assembly comprises a cross pin of a phoenix tail and a vertical pin of a limit cross pin of the phoenix tail, a steel plate pin and a limit vertical pin of a limit steel plate pin, which are arranged on the gunwale at the end part of the buoyancy tank; the propane Ding Gou connection component comprises propane/Ding Gou mounted on the side plate of the buoyancy tank and a butane/propane hook capable of being correspondingly connected with the propane/Ding Gou.
Preferably, the end gunwales are hollow square steel pipes which are connected in sequence.
Preferably, a plurality of alignment plates are arranged on the side surface of the end gunwale, and all the alignment plates are provided with a phoenix pin mounting hole; and the top surface of the end gunwale is provided with a pigtail pin limiting hole corresponding to the pigtail pin mounting hole.
Preferably, the side surface of the end gunnel is also provided with a steel plate pin mounting hole; the top surface of the end gunwale is provided with a steel plate pin limiting hole corresponding to the steel plate pin mounting hole.
Preferably, the standard case comprises a deck, the deck is connected with an end gunwale, the end gunwale is connected with one end of a side plate, the other end of the side plate is connected with a bottom plate, and a plurality of alternately distributed propyl hooks and Ding Gou are arranged at the bottom end of the side plate.
Preferably, the bow-stern box comprises a deck, wherein the deck is connected with an end gunwale, the end gunwale is connected with one end of a side plate, and the other end of the side plate is connected with a bottom plate; one side of the side plate is obliquely arranged, and a plurality of alternately distributed propyl hooks and Ding Gou are arranged at the bottom end of the opposite side plate.
Preferably, the deck is provided with a chicken tail pin installation adjusting hole.
Preferably, the buoyancy tank is made of steel, and keels are arranged on the inner wall of the buoyancy tank in the longitudinal and transverse directions.
The invention has the beneficial effects that: the buoyancy tanks are connected through the bidirectional shearing connection assembly and/or the acrylic-type Ding Jietou, so that the floating body platform can be spliced in any two-dimensional splice mode, the splicing process is fast and convenient, the structure of the floating body platform is stable due to the connection of the bidirectional shearing connection assembly and/or the acrylic-type connector, and the floating body platform has high economical efficiency, durability and safety.
Drawings
FIG. 1 is a schematic illustration of a standard case of the present invention;
FIG. 2 is a schematic view of the bow and stern tanks of the present invention;
FIG. 3 is a top view of the cross pin of the present invention;
FIG. 4 is a block diagram of a steel plate pin of the present invention;
FIG. 5 is a plan view of the floating platform of the present invention;
figure 6 is a plan view of the floating platform of the present invention.
In the figure: 1-a standard box; 2-deck; 3-end gunwales; 4-side plates; 5-aligning the plate; 6-a cross pin of the phoenix tail; 7-vertical pins; 8-steel plate pins; 9-limiting vertical pins; 10-a chicken tail pin mounting hole; 11-a limit hole of the chicken tail pin; 12-mounting an adjusting hole on the tail pin; 13-steel plate pin mounting holes; 14-a steel plate pin limiting hole; 15-propyl hooks; 16-Ding Gou; 17-a bow-stern box; 18-anchor machine.
Detailed Description
The invention is further described below with reference to the accompanying drawings. The following examples are only for more clearly illustrating the technical aspects of the present invention, and are not intended to limit the scope of the present invention.
A floating body platform special for construction of a power transmission line in a river network area is formed by splicing a plurality of floating boxes. The floating body platform comprises a floating working platform and a floating bridge, the floating bridge is connected with the floating working platform, the floating working platform comprises a plurality of spliced standard boxes 1, the floating bridge comprises a plurality of spliced standard boxes 1 and bow-stern boxes 17, the upper parts of the standard boxes 1 and the bow-stern boxes 17 are connected through a bidirectional shear-resistant connecting component, and the lower parts of the standard boxes 1 and the bow-stern boxes 17 are connected through a polypropylene Ding Jietou connecting component. The bidirectional anti-splicing head comprises a transverse pin 6 and a vertical pin 7, a steel plate pin 8 and a limiting vertical pin 9, wherein the transverse pin 6 and the limiting transverse pin are arranged on the gunwale 3 at the end part of the buoyancy tank. The propane Ding Gou connection assembly includes propane/Ding Gou mounted on the pontoon side plate 4 and a butane/propane hook capable of corresponding connection with propane/Ding Gou.
As shown in fig. 1, the standard box 1 is made of steel, the standard box 1 comprises a deck 2, the deck 2 is connected with an end gunwale 3, the end gunwale 3 is a hollow square steel pipe which is sequentially connected, the end gunwale 3 is connected with one end of a side plate 4, the other end of the side plate 4 is connected with a bottom plate, longitudinal keels and transverse keels are arranged in the standard box 1, and a structural system consisting of orthogonal main keel steel beams, orthogonal secondary keel steel beams, orthogonal panel steel beams and orthogonal peripheral supporting boundaries is arranged in the box body to jointly resist external loads. The inside of box still is equipped with the pillar steel pipe, and the pillar steel pipe shifts the load on the deck 2 to on box main joist and the bottom plate, has strengthened the overall stability of standard case 1 simultaneously. The bottom end of the side plate 4 of the standard box 1 is provided with a plurality of alternately distributed propyl hooks 15 and Ding Gou which are used for connecting the standard box 1, the distribution sequence of the propyl hooks 15 and Ding Gou on the opposite side surfaces of the standard box 1 is opposite, if the propyl hooks are alternately distributed on the longitudinal side surfaces, the opposite surfaces are alternately distributed with the butyl hooks, and the same is true on the transverse side surfaces. The distribution sequence of the polypropylene hooks 15 and Ding Gou on the opposite sides is opposite, but the distribution quantity and the distribution distance are the same, and the polypropylene hooks can be correspondingly connected. As shown in fig. 2, the bow-stern box 17 is made of steel, the bow-stern box 17 comprises a deck 2, the deck 2 is connected with an end gunwale 3, the end gunwale 3 is connected with one end of a side plate 4, and the other end of the side plate 4 is connected with a bottom plate; the side plate 4 is obliquely arranged on one surface, and a plurality of alternately distributed propyl hooks 15 and Ding Gou are arranged at the bottom end of the opposite side plate 4 and can be spliced with the standard box 1.
As shown in fig. 1 and 2, the side surfaces of the end gunwales 3 of the standard box 1 and the fore-aft box 17 are provided with a plurality of alignment plates 5, and the alignment plates 5 are provided with a phoenix pin mounting hole 10 for mounting a phoenix cross pin 6; the top surface of the end gunwale 3 is provided with a phoenix pin limiting hole 11 corresponding to the phoenix pin mounting hole 10, and the center of the phoenix pin limiting hole 11 and the center of the phoenix pin mounting hole 10 are not in the same straight line. The side of the end gunnel 3 is also provided with a steel plate pin mounting hole 13 for mounting the steel plate pin 8 (as shown in fig. 4); the top surface of the end gunwale 3 is provided with a steel plate pin limiting hole 14 corresponding to the steel plate pin mounting hole 13, and the steel plate pin limiting vertical pin 9 is used for mounting and fixing the steel plate pin 8, and the steel plate pin 8 mounting hole is preferably arranged on the transverse end of the end gunwale 3, so that the fixedly connected box bodies can be firmly connected under the action of transverse force or longitudinal force, and the stability of the floating body platform is ensured. The deck 2 of the standard box 1 is also provided with a tail pin installation adjusting hole 12 which is on the same horizontal line with the tail pin limiting hole 11 and is used for adjusting the tail transverse pin 6.
As shown in fig. 3, the cross pin 6 includes a pin body, on which a front limit groove, a rear limit groove, a rotation adjusting hole, and a slot of the cross pin are sequentially provided. The pin body is used for longitudinally and transversely connecting the buoyancy tanks and mainly bears transverse shearing force and vertical bending moment caused by unbalanced stress between the buoyancy tanks. The front limiting groove and the rear limiting groove are used for limiting the installation of the vertical pin, so that the pin body is prevented from moving, and further firm connection between the buoyancy tanks is ensured. The rotation adjusting holes are used for rotating the pin body, and then the positions of the lateral pin limit grooves of the phoenix tail are adjusted, so that the front limit grooves and the rear limit grooves are guaranteed to correspond to the limit holes 11 of the phoenix tail pin one by one, and the limit vertical pin 7 is guaranteed to be installed and fixed well. The position that the tooth groove of the phoenix tail is used for the horizontal migration pin body for the pin body gets into inside the side standard case 1 tip gunwale 3, and then adjusts the position of the spacing groove of the phoenix tail transverse pin, thereby guarantees preceding spacing groove and back spacing groove and phoenix tail pin spacing hole 11 one-to-one, ensures that the spacing vertical pin 7 of flotation tank can be installed fixedly. When the pin body is moved, the long steel drill rod is adopted to pass through the adjusting hole 12 of the phoenix tail pin and is placed in the phoenix tail tooth socket, and the phoenix tail transverse pin 6 can be moved by slightly exerting force.
As shown in fig. 4, the steel plate pin 8 includes a plate body, on which a front limit hole, a position adjustment groove, and a rear limit hole are sequentially provided. The plate body is used for transversely connecting the buoyancy tanks and mainly bears transverse shearing force and vertical bending moment caused by unbalanced stress among the buoyancy tanks. The limiting holes are used for limiting the installation of the vertical pins, so that the plate body is prevented from moving, and further firm connection between the buoyancy tanks is ensured. The position adjusting groove is used for horizontally moving the position of the plate body, so that the plate body enters the end gunwale 3 of the opposite-side buoyancy tank, and the position of the limiting holes is adjusted, the plate body limiting holes and the limiting holes of the end gunwale 3 of the buoyancy tank are guaranteed to correspond one to one, and the limiting vertical pins 9 can be installed and fixed. When the plate body is moved, long steel drills are adopted to pass through the steel plate pin limiting holes 14 and are placed in the position adjusting grooves, and the steel plate pins 8 can be moved by slightly exerting force.
When the floating type working platform and the floating bridge are assembled, the standard box 1 and the standard box 1 are manually pulled together, the underwater propane Ding Goujie at the lower part of the standard box 1 is connected, the special operation is that 2 persons are weighted at the far end of the standard box 1, after the standard box 1 is locally floated, 2 persons connected at the near end are aligned with the alignment plate 5 at the side surface of the gunwale 3 at the end part of the standard box 1 and are pressed down, and the underwater propane Ding Goulao is connected. A steel plate pin 8 is inserted between the standard box 1 and a steel plate pin mounting hole 13 of the gunwale 3 at the upper end part of the standard box 1, and a steel plate pin limiting vertical pin 9 is inserted into a limiting hole of the steel plate pin 8 to be firmly positioned; a cross pin 6 is inserted between a standard box 1 and a cross pin mounting hole 10 of a gunwale 3 at the upper end part of the standard box 1, and the cross pin can be finely adjusted through a cross pin mounting adjusting hole 12 and can be firmly positioned by limiting through a vertical pin 7 of the cross pin. The same applies to the splicing of the standard tanks 1 and the bow-stern tanks 17. The floating platform can be spliced into an L shape (shown in figure 5) according to the field condition, so that obstacles can be avoided, and when the floating working platform is far away from the water bank, a long-distance linear floating bridge (shown in figure 6) can be built. After the floating body platform is spliced, the platform can be positioned, and the requirements of the construction of the transmission line cast-in-place pile foundation and the tower erection are met. And when the floating platform is positioned, the floating platform is slightly moved through the manual stay bars until the whole floating platform reaches the foundation or the iron tower construction center water area. Thereafter, anchor machines 18 are fixedly arranged on the decks 2 of the four-corner standard boxes 1 of the floating type working platform through welding or bolts and are connected with underwater anchor pulling or shore earthworm, and the length of the steel wire ropes is adjusted through the anchor machines 18, so that the precise positioning of the floating type platform is realized. When the distance of the floating bridge is longer, an anchoring measure is needed, and an anchor machine 18 is fixedly arranged on the deck 2 of the standard box 1 in the middle of the floating bridge through welding or bolts and is fixedly connected with a water anchor or a land earthworm. The whole splicing process is quick and convenient, and can meet the requirements of various sizes and shapes, so that the water operation can be smoothly carried out.
The foregoing is merely a preferred embodiment of the present invention, and it should be noted that modifications and variations could be made by those skilled in the art without departing from the technical principles of the present invention, and such modifications and variations should also be regarded as being within the scope of the invention.
Claims (8)
1. The special floating body platform for the construction of the power transmission line in the river network area is characterized by comprising a plurality of spliced floating boxes;
The floating body platform comprises a floating working platform and a floating bridge, the floating bridge is connected with the floating working platform, and the floating box comprises a standard box and a bow-stern box; the floating working platform comprises a plurality of spliced standard boxes, and the floating bridge comprises a plurality of spliced standard boxes and a bow-stern box; the upper parts of the buoyancy tanks are connected through a bidirectional shearing-resistant connecting component, and the lower parts of the buoyancy tanks are connected through a polypropylene Ding Gou connecting component;
The bidirectional shearing connection assembly comprises a transverse pin of a phoenix tail and a vertical pin of a transverse pin of a limit phoenix tail, a steel plate pin and a limit vertical pin of a limit steel plate pin, which are arranged on the side edge of the end part of the buoyancy tank; the cross pin comprises a pin body, wherein a front limit groove, a rear limit groove, a rotation adjusting hole and a cross tooth slot are sequentially formed in the pin body; the pin body is used for longitudinally and transversely connecting the buoyancy tanks and mainly bears transverse shearing force and vertical bending moment caused by unbalanced stress between the buoyancy tanks;
The steel plate pin comprises a plate body, and a front limit hole, a position adjusting groove and a rear limit hole are sequentially formed in the plate body; the plate body is used for transversely connecting the buoyancy tanks and mainly bears transverse shearing force and vertical bending moment caused by unbalanced stress among the buoyancy tanks;
the propyl Ding Gou connecting component comprises propyl/Ding Gou and a butyl/propyl hook, wherein the propyl/Ding Gou is arranged on the side plate of the buoyancy tank, and the butyl/propyl hook can be correspondingly connected with the propyl/Ding Gou;
Assembling of floating body platforms: splicing the floating bridges into L-shaped structures according to the site conditions so as to avoid obstacles; when the floating working platform is far away from the water bank, a long-distance linear floating bridge is built, after the floating platform is assembled, platform positioning is carried out, and when the floating platform is positioned, the floating platform is slightly moved through the manual stay bars until the whole floating platform reaches a foundation or an iron tower construction center water area.
2. The floating body platform special for power transmission line construction in a river network area according to claim 1, wherein the end gunwales are hollow square steel pipes which are connected in sequence.
3. The floating body platform special for power transmission line construction in a river network area according to claim 1, wherein a plurality of alignment plates are arranged on the side face of the end gunwale, and all the alignment plates are provided with a phoenix pin mounting hole; and the top surface of the end gunwale is provided with a pigtail pin limiting hole corresponding to the pigtail pin mounting hole.
4. A floating body platform special for power transmission line construction in a river network area according to claim 3, wherein the side surface of the end gunwale is also provided with a steel plate pin mounting hole; the top surface of the end gunwale is provided with a steel plate pin limiting hole corresponding to the steel plate pin mounting hole.
5. The floating body platform special for power transmission line construction in a river network area according to claim 1, wherein the standard box comprises a deck, the deck is connected with an end gunwale, the end gunwale is connected with one end of a side plate, the other end of the side plate is connected with a bottom plate, and a plurality of alternately distributed propyl hooks and Ding Gou are arranged at the bottom end of the side plate.
6. The floating body platform special for power transmission line construction in a river network area according to claim 1, wherein the bow-stern box comprises a deck, the deck is connected with an end gunwale, the end gunwale is connected with one end of a side plate, and the other end of the side plate is connected with a bottom plate; one side of the side plate is obliquely arranged, and a plurality of alternately distributed propyl hooks and Ding Gou are arranged at the bottom end of the opposite side plate.
7. The floating body platform special for power transmission line construction in river network areas according to claim 5 or 6, wherein the deck is provided with a chicken tail pin installation adjusting hole.
8. The floating body platform special for power transmission line construction in river network areas according to claim 1, wherein the floating box is made of steel, and keels are arranged on the inner walls of the floating box in the longitudinal and transverse directions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811267011.0A CN109244942B (en) | 2018-10-29 | 2018-10-29 | Floating body platform special for construction of power transmission line in river network area |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811267011.0A CN109244942B (en) | 2018-10-29 | 2018-10-29 | Floating body platform special for construction of power transmission line in river network area |
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| Publication Number | Publication Date |
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| CN109244942A CN109244942A (en) | 2019-01-18 |
| CN109244942B true CN109244942B (en) | 2024-05-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811267011.0A Active CN109244942B (en) | 2018-10-29 | 2018-10-29 | Floating body platform special for construction of power transmission line in river network area |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110943396B (en) * | 2019-10-30 | 2022-04-12 | 国家电网有限公司 | Operation method for live access equipotential of power transmission line in river network area |
| CN111204410B (en) * | 2020-02-25 | 2024-08-23 | 江苏省送变电有限公司 | Water movable platform anchoring and shifting cooperative linkage device |
| CN112832283A (en) * | 2020-12-30 | 2021-05-25 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Modularization steel construction oil gas drilling platform basis |
| CN114635356B (en) * | 2022-04-13 | 2024-07-09 | 天津大学 | Portable combined type detection floating platform |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB850040A (en) * | 1958-07-02 | 1960-09-28 | Thos Storey Eng Ltd | Improvements in or relating to pontoons |
| CN101209746A (en) * | 2007-12-25 | 2008-07-02 | 中国人民解放军总后勤部军事交通运输研究所 | Offshore multi-use buoyancy tank |
| CN101209747A (en) * | 2007-12-25 | 2008-07-02 | 中国人民解放军总后勤部军事交通运输研究所 | Offshore buoyancy tank combination type adjustable fitting |
| CN104787256A (en) * | 2014-01-22 | 2015-07-22 | 朱剑文 | Wind wave resisting smooth buoyancy module |
| CN107345384A (en) * | 2016-05-07 | 2017-11-14 | 潘海峰 | A kind of multipurpose steel box beam plate |
| CN209492679U (en) * | 2018-10-29 | 2019-10-15 | 江苏省送变电有限公司 | A kind of dedicated floating body platform of River Network transmission line construction |
-
2018
- 2018-10-29 CN CN201811267011.0A patent/CN109244942B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB850040A (en) * | 1958-07-02 | 1960-09-28 | Thos Storey Eng Ltd | Improvements in or relating to pontoons |
| CN101209746A (en) * | 2007-12-25 | 2008-07-02 | 中国人民解放军总后勤部军事交通运输研究所 | Offshore multi-use buoyancy tank |
| CN101209747A (en) * | 2007-12-25 | 2008-07-02 | 中国人民解放军总后勤部军事交通运输研究所 | Offshore buoyancy tank combination type adjustable fitting |
| CN104787256A (en) * | 2014-01-22 | 2015-07-22 | 朱剑文 | Wind wave resisting smooth buoyancy module |
| CN107345384A (en) * | 2016-05-07 | 2017-11-14 | 潘海峰 | A kind of multipurpose steel box beam plate |
| CN209492679U (en) * | 2018-10-29 | 2019-10-15 | 江苏省送变电有限公司 | A kind of dedicated floating body platform of River Network transmission line construction |
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| CN109244942A (en) | 2019-01-18 |
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