CN203782670U - Floating box platform for over-water construction - Google Patents
Floating box platform for over-water construction Download PDFInfo
- Publication number
- CN203782670U CN203782670U CN201420133832.6U CN201420133832U CN203782670U CN 203782670 U CN203782670 U CN 203782670U CN 201420133832 U CN201420133832 U CN 201420133832U CN 203782670 U CN203782670 U CN 203782670U
- Authority
- CN
- China
- Prior art keywords
- platform
- steel pipe
- over
- buoyancy tank
- faceplate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000010276 construction Methods 0.000 title claims abstract description 25
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 25
- 238000007667 floating Methods 0.000 title abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 80
- 239000010959 steel Substances 0.000 claims abstract description 80
- 238000004873 anchoring Methods 0.000 claims abstract description 15
- 238000007789 sealing Methods 0.000 claims abstract description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 231100000241 scar Toxicity 0.000 claims description 5
- 238000000926 separation method Methods 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 239000011435 rock Substances 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
- Revetment (AREA)
- Earth Drilling (AREA)
Abstract
The utility model discloses a floating box platform for over-water construction. The floating box platform is characterized by comprising a platform faceplate and handrails, and further comprising a plurality of section steels, hollow sealing steel pipe floating boxes and steel pipe piles, wherein the handrails are fixed to the periphery of the platform faceplate; the section steels are transversely fixed under the platform faceplate at intervals; the sealing steel pipe floating boxes are longitudinally fixed under the section steels in parallel; the steel pipe piles are arranged on the four corners of the platform faceplate in such a manner that the upper ends penetrate out of the platform faceplate and the lower ends are inserted into water until being in contact with rock face of earth surface; at the parts where the steel pipe piles are intersect with the section steels, two anchoring steel clamping plates are arranged to be fixedly connected with the sealing steel pipe floating boxes at the two ends of the platform faceplate; the two sides of the platform faceplate are linked through limiting bolts and the steel pipe piles. The platform is good in stability, and can be moved entirely and anchored fast; besides, the structure of the platform is simple in structure, and easy to operate; moreover, the cost is greatly reduced; compared with the conventional over-water support platform, the platform is more scientific in the aspects of work efficiency, economy and environmental protection, and can be applied to over-water construction.
Description
Technical field
The utility model relates to a kind of building unit, particularly a kind of over-water construction platform.
Background technology
Over-water construction is an operation that complexity is loaded down with trivial details, existing boat form operation platform no stability, floating indefinite, and construction quality is difficult to control.Huan Jiang waterfront, the Liuzhou City main road A mark cycleway engineering that Zhong Tie Shanghai Engineering Bureau undertakes the construction of, is bearing the over-water constructions such as over-water bored pile in enormous quantities, pier, erection of precast beams waterborne.Because construction machinery cannot be furnished, place is limited, work cannot be carried out, and under efficiency, fails to meet construction period far away.
Summary of the invention
Under the background of this engine request, my project management department has set up tackling key problem group, technician, through repeatedly discussing in office with the person in charge of labor service team, repeatedly studies and proves, and has invented a kind of over-water construction buoyancy tank platform again by field experiment, final design.Pass through field trial, this over-water construction buoyancy tank platform principle is simple, economical and practical, and putting up platform is reduce to for 5 hours present 1 hour by former rack platform with regard to bit rate, labour greatly reduces, and has greatly accelerated construction speed under the prerequisite of guaranteeing quality.
The purpose of this utility model has been to provide the over-water construction buoyancy tank platform of a kind of good stability, the convenient integrated moving of energy and anchoring.
For achieving the above object, the technical solution of the utility model is:
A kind of over-water construction buoyancy tank platform, comprises platform panel and the railing that is fixed on periphery above platform panel, characterized by further comprising:
Lateral separation is fixed on some shaped steel below described platform panel;
Longitudinally be fixed on side by side hollow sealed steel pipe buoyancy tank below described some shaped steel;
Be located on four angles of described platform panel, described platform panel is appeared in upper end, and the steel pipe pile to earth's surface scar in water is inserted in lower end; Wherein, steel pipe pile and sealed steel pipe buoyancy tank and shaped steel intersection, be fixedly connected with the sealed steel pipe buoyancy tank at two ends by two blocks of anchoring steel clamp plates, and both sides connect with steel pipe pile location by limit bolt.
Described platform panel is dapple steel plate above.
Described shaped steel is Ι 20a i iron.
Described sealed steel pipe buoyancy tank is Φ 1520 × 10mm steel pipe, and two ends seal with Plate Welding.
Described steel pipe pile Φ 630 × 8mm steel pipe.
The over-water construction buoyancy tank platform load bearing system of above structure is that the steel pipe two ends Plate Weldings sealing of diameter is made to sealed steel pipe buoyancy tank, and its weight capacity is strong, float on waterborne, conveniently moving.Platform connected system uses checkered steel plate to connect, and uses i shaped steel to contact and distribution beam, and will many large sealed steel pipe buoyancy tanks connections are as a whole, and plays the effect of bearing panel.Platform anchor system is made up of steel pipe pile, anchoring steel clamp plate and three parts of limit bolt, and height is located at platform and around forms stabilised platform system on four angles, and steel pipe pile is beaten to earth's surface scar and is carried out anchoring, can prevent that platform is subject to wave impact and boring dynamic load to affect to produce and rocks, the precision of disturbing pile foundation construction, people works well-balanced on panel.In the time that platform need to move, only latch need be pulled up, steel pipe bridge is pulled up, use ship to move buoyancy tank platform to assigned address anchoring.Thereby the quick movement of implementation platform and in place, anchoring is stable, the object being used alternatingly.
The utility model principle is simple, and operation is easily gone.The stable feature of quick movement, anchoring of over-water construction buoyancy tank platform makes the use of machinery, labour, time realize the minimizing of matter, thereby greatly reduces cost.All more be tending towards science than currently used boat support frame platform at aspects such as work efficiency, economy, environmental protection, meet development trend.Give full play to platform movement quick, the feature that anchoring is stable, accurately at stake position place Bored Pile Foundation; Both provided cost savings, shortened again the construction period.
brief description of the drawings
Fig. 1 is main TV structure schematic diagram of the present utility model;
Fig. 2 is the structural representation of looking up of Fig. 1;
In figure, sealed steel pipe buoyancy tank 1, railing 2, steel pipe pile 3, platform panel 4, shaped steel 5, anchoring steel clamp plate 6, limit bolt 7, earth's surface scar 8.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail:
As shown in Figure 1, be main TV structure schematic diagram of the present utility model, shown in Fig. 2, be the structural representation of looking up of Fig. 1, two figure combine can more convenient understanding.It comprises as we know from the figure: sealed steel pipe buoyancy tank 1, steel pipe pile 3, platform panel 4, shaped steel 5 and anchoring steel clamp plate 6.Wherein, be that below the platform panel 4 of decorative pattern, lateral separation is fixed with the shaped steel 5 of some Ι 20a i iron in the above; Each hollow sealed steel pipe buoyancy tank 1 is longitudinally fixed on below each shaped steel 5 side by side; By each shaped steel 5, platform panel 4 is connected as a whole with each sealed steel pipe buoyancy tank 1.On four angles of described platform panel, be respectively provided with a steel pipe pile 3, described platform panel 4 is appeared in these steel pipe pile 3 upper ends, insert in water to 8 anchorings of earth's surface scar lower end, intersection at steel pipe pile 3 with sealed steel pipe buoyancy tank 1 and shaped steel 5, be fixedly connected with the sealed steel pipe buoyancy tank 1 at two ends by two blocks of anchoring steel clamp plates 6, both sides connect with steel pipe pile 3 location by limit bolt 7.Described sealed steel pipe buoyancy tank 1 adopts Φ 1520 × 10mm steel pipe, and two ends form with Plate Welding sealing.Described steel pipe pile 3 adopts Φ 630 × 8mm steel pipe manufacturing.On steel pipe pile 3, wear in the drawings the up/down side in the hole of limit bolt 7, also longitudinal separation is provided with multiple limit bolts hole, in order to according to the height of the water surface, regulates the height of platform panel 4, is convenient to work.For simplicity, this limit bolt hole does not draw in the drawings.
In the time that platform need to move, only limit bolt 7 need be pulled up, steel pipe pile 3 is pulled up, use ship buoyancy tank platform to be moved to the position anchoring again of appointment.Thereby realize the quick movement of operation platform and in place.
Claims (5)
1. an over-water construction buoyancy tank platform, comprises platform panel and the railing that is fixed on periphery above platform panel, characterized by further comprising:
Lateral separation is fixed on some shaped steel below described platform panel;
Longitudinally be fixed on side by side hollow sealed steel pipe buoyancy tank below described some shaped steel;
Be located on four angles of described platform panel, described platform panel is appeared in upper end, and the steel pipe pile to earth's surface scar in water is inserted in lower end; Wherein, steel pipe pile and sealed steel pipe buoyancy tank and shaped steel intersection, be fixedly connected with the sealed steel pipe buoyancy tank at two ends by two blocks of anchoring steel clamp plates, and both sides connect with steel pipe pile location by limit bolt.
2. over-water construction buoyancy tank platform according to claim 1, is characterized in that:
Described platform panel is dapple steel plate above.
3. over-water construction buoyancy tank platform according to claim 1, is characterized in that:
Described shaped steel is Ι 20a i iron.
4. over-water construction buoyancy tank platform according to claim 1, is characterized in that:
Described sealed steel pipe buoyancy tank is Φ 1520 × 10mm steel pipe, and make with Plate Welding sealing at two ends.
5. over-water construction buoyancy tank platform according to claim 1, is characterized in that:
Described steel pipe pile is Φ 630 × 8mm steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420133832.6U CN203782670U (en) | 2014-03-24 | 2014-03-24 | Floating box platform for over-water construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420133832.6U CN203782670U (en) | 2014-03-24 | 2014-03-24 | Floating box platform for over-water construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203782670U true CN203782670U (en) | 2014-08-20 |
Family
ID=51318873
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420133832.6U Expired - Lifetime CN203782670U (en) | 2014-03-24 | 2014-03-24 | Floating box platform for over-water construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203782670U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105947131A (en) * | 2016-05-26 | 2016-09-21 | 中铁上海工程局集团有限公司 | Movable steel pipe inserting-piling anchoring type drilling floating construction platform and construction method thereof |
| CN107268561A (en) * | 2017-07-12 | 2017-10-20 | 尹俊 | Load-bearing operation platform and its installation method waterborne |
| CN110696975A (en) * | 2019-11-08 | 2020-01-17 | 海南绿峰资源开发有限公司 | Bearing floating body of machine-made sand equipment and machining and sand collecting method thereof |
| CN115522520A (en) * | 2022-09-19 | 2022-12-27 | 中国水利水电第六工程局有限公司 | Assembled mobile device of flotation tank |
-
2014
- 2014-03-24 CN CN201420133832.6U patent/CN203782670U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105947131A (en) * | 2016-05-26 | 2016-09-21 | 中铁上海工程局集团有限公司 | Movable steel pipe inserting-piling anchoring type drilling floating construction platform and construction method thereof |
| CN105947131B (en) * | 2016-05-26 | 2018-01-12 | 中铁上海工程局集团有限公司 | A kind of mobile steel pipe inserting piling anchoring type drilling floating construction platform and its construction method |
| CN107268561A (en) * | 2017-07-12 | 2017-10-20 | 尹俊 | Load-bearing operation platform and its installation method waterborne |
| CN110696975A (en) * | 2019-11-08 | 2020-01-17 | 海南绿峰资源开发有限公司 | Bearing floating body of machine-made sand equipment and machining and sand collecting method thereof |
| CN110696975B (en) * | 2019-11-08 | 2023-08-29 | 海南绿峰资源开发有限公司 | Bearing floating body of sand making equipment and processing and sand collecting method thereof |
| CN115522520A (en) * | 2022-09-19 | 2022-12-27 | 中国水利水电第六工程局有限公司 | Assembled mobile device of flotation tank |
| CN115522520B (en) * | 2022-09-19 | 2024-04-30 | 中国水利水电第六工程局有限公司 | Floating box assembled type moving device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA RAILWAY SHANGHAI ENGINEERING BUREAU GROUP FI Free format text: FORMER OWNER: SHANGHAI CIVIL ENGINEERING CO., LTD. OF CREC Effective date: 20150615 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150615 Address after: 530001, 7 building, On Tai Building, No. 56 Sau Road, the Guangxi Zhuang Autonomous Region, Nanning Patentee after: NO 5 ENGINEERING Co.,Ltd. OF SHANGHAI CIVIL ENGINEERING CO LTD OF CREC Address before: 200346 Shanghai Road, Zhabei District, No. three, No. 272 Patentee before: SHANGHAI CIVIL ENGINEERING Co.,Ltd. OF CREC |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140820 |