CN204101425U - A kind of oceanographic engineering material foot size members exposure test field - Google Patents
A kind of oceanographic engineering material foot size members exposure test field Download PDFInfo
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- CN204101425U CN204101425U CN201420423797.1U CN201420423797U CN204101425U CN 204101425 U CN204101425 U CN 204101425U CN 201420423797 U CN201420423797 U CN 201420423797U CN 204101425 U CN204101425 U CN 204101425U
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Abstract
The utility model relates to building field, aims to provide a kind of oceanographic engineering material foot size members exposure test field.The utility model comprises monitoring station, atmospheric experiment platform, seawater test platform, hoisting platform and floating platform, described monitoring station is provided with atmospherium, data acquisition unit, server, transmission equipment and monitoring equipment, described atmospherium, monitoring equipment are interconnected with data acquisition unit respectively, for gathering atmospherium and monitoring equipment measurement acquisition testing field temperature, humidity and wind-force information; Described data acquisition unit is connected to server by transmission equipment.The beneficial effects of the utility model are: have structure-function integration effect, real extra large service condition can be provided, developed oceanographic engineering material foot size members is made to meet the demand of complicated ocean environmental quality, wherein atmospheric experiment platform is mainly oceanographic engineering metal hanger provides amblent air temperature to simulate, and carries out Real-Time Monitoring.
Description
Technical field
The utility model relates to building field, is related specifically to a kind of oceanographic engineering material foot size members exposure test field.
Background technology
Oceanographic engineering material is the proprietary material that a class is built for oceanographic engineerings such as harbour, bridge, harbour, offshore platforms, be the important substance basis of Development of Marine economy, directly support the development of port "Oceanic" strategy industry such as boat logistics system and clean energy resource, seawater utilization, marine exploration and development etc.Oceanographic engineering material and structure not only require good intensity, shock resistance, the traditional mechanics performance such as wear-resistant, and under marine environment, also should have excellent corrosion resistance.Ocean complex environment condition, makes oceanographic engineering material from research and development, is applied to industrialization and is all different from land use material, have to pass through a large amount of laboratory examinations, sea trial, just can enter through engineering approaches, practical, industrialization process.
At present, domestic existing fractional unit is engaged in oceanographic engineering material exposure test field construction, but the problem such as ubiquity scale is less, function singleness, military service are uncontrollable, cause developed oceanographic engineering material to be difficult to the demand of satisfied complicated ocean environmental quality.Industry development level and construction material technical need are built from oceanographic engineering in this exposure test field, break through function or the structure difficult problem of each platform existence in current conventional test field, design-build " oceanographic engineering material foot size members exposure test field ", for development oceanographic engineering material provides real extra large military service platform, to the reasonable material of oceanographic engineering facility, design and effectively protection reliable basis is provided, strengthen the endurance quality of oceanographic engineering, for buildings is permanent, safe operation provides technical support, significant.
Utility model content
The technical problems to be solved in the utility model is, overcomes deficiency of the prior art, provides a kind of oceanographic engineering material foot size members exposure test field.
For technical solution problem, solution of the present utility model is:
A kind of oceanographic engineering material foot size members exposure test field is provided, comprise monitoring station, atmospheric experiment platform, seawater test platform, hoisting platform and floating platform, described monitoring station is provided with atmospherium, data acquisition unit, server, transmission equipment and monitoring equipment, described atmospherium, monitoring equipment are interconnected with data acquisition unit respectively, for gathering atmospherium and monitoring equipment measurement acquisition testing field temperature, humidity and wind-force information; Described data acquisition unit is connected to server by transmission equipment.
The bottom of described atmospheric experiment platform is provided with several concrete foundation blocks be rectangle, described in the concrete foundation block that is rectangle be provided with pedestal clump; Described steel construction sample testing frame is built on this atmospheric experiment platform, and is fixed on concrete foundation block by setscrew bottom this steel construction sample testing frame; The firm plate for fixed support is provided with between described concrete foundation block and concrete foundation block.
Described seawater test platform is provided with test stand, seawater scouring testing table, overhanging trestle and stepped tide testing table.Wherein, described test stand is stainless steel structure, and surface is different size concrete component solid shape; Described seawater scouring testing table is reinforced concrete structure, is rectangle column, cast-in-place shaping; Described overhanging trestle is xoncrete structure, and centre takes entirely to soak cage and corrosion test buoyant raft combined structure; Described stepped tide testing table is reinforced concrete structure, is rectangle stepped, cast-in-place shaping.
Described hoisting platform is equipped with lifting appliance, described monitoring station and atmospheric experiment platform, between atmospheric experiment platform with seawater test platform mutually near being connected, between described seawater test platform and hoisting platform, be interconnected by overhanging trestle between hoisting platform and floating platform.
Wherein, described monitoring station is that the two-layer of design of reinforced concrete structure has remote monitoring and test function platform; Described atmospheric experiment platform is rectangle cast concrete base, and steel construction sample testing frame is built on upper strata; Described hoisting platform is xoncrete structure, and this platform is equipped with ocean engineering concrete construction material lifting appliance; Described floating platform is steel structure device.
Improve as one, described transmission equipment is GPRS radio transmission apparatus.
Improve as one, described monitoring equipment is digital wind transducer, digital air velocity transducer, digital environment humiture dew point transducer and digital irradiation sensor.
Improve as one, described pedestal clump is column, and it is highly 20cm.
Improve as one, described steel construction sample testing frame is steelframe engraved structure, and four supporting legs, supporting frame, outer rim and interior sash that this steel construction sample testing frame is provided with are made primarily of thickening stainless-steel tube, round steel pipe, angle steel and stainless-steel tube respectively.
Compared with prior art, the beneficial effects of the utility model are:
This testing field has structure-function integration effect, real extra large service condition can be provided, developed oceanographic engineering material foot size members is made to meet the demand of complicated ocean environmental quality, wherein atmospheric experiment platform is mainly oceanographic engineering metal hanger provides amblent air temperature to simulate, and carries out Real-Time Monitoring; Seawater test platform is mainly the permanance real sea military service that ocean engineering concrete component carries out littoral area, Lang Jian district, continuous immersion zone, simultaneously, the placement that hoisting platform is various oceanographic engineering material foot size members and transfer provide corresponding supporting, each test site device, while the function of realization own, can make again exposure test field effectively combine in functional structure.
Accompanying drawing explanation
Fig. 1 is a kind of application structure schematic diagram of oceanographic engineering material foot size members exposure test field in the utility model;
Fig. 2 is the another kind of application structure schematic diagram of oceanographic engineering material foot size members exposure test field in the utility model;
Reference numeral: 1, monitoring station, 2, atmospheric experiment district, 3, littoral area, 4, Lang Jian district, 5, continuous immersion zone, 6, hoisting platform, 7, floating platform, 8, rotary island highway.
Embodiment
Following embodiment can make the technician of this professional skill field more fully understand the utility model, but limits the utility model never in any form.
As shown in Fig. 1 ~ 2, the utility model provides the embody rule embodiment of a kind of oceanographic engineering material foot size members exposure test field, comprise monitoring station 1, be arranged on the atmospheric experiment platform in atmospheric experiment district 2, be arranged on the seawater test platform of seawater test site, hoisting platform 6 and floating platform 7, wherein, described monitoring station 1 has remote monitoring and test function platform for the two-layer of design of reinforced concrete structure, described atmospheric experiment platform is rectangle cast concrete base, and steel construction sample testing frame is built on upper strata; Described seawater test platform is reinforced concrete structure or Steel Structural Design device; Described hoisting platform 6 is xoncrete structure, and platform is equipped with ocean engineering concrete construction material lifting appliance; Described floating platform 7 is steel structure device.
Seawater test site is divided into littoral area 3, Lang Jian district 4 and continuous immersion zone 5, described littoral area 3 and Lang Jian district 4, Lang Jian district 4 and continuous immersion zone 5 respectively mutual near; Each pilot region in described seawater test platform and monitoring station 1 mutually near, realize exposure test field structure function integration; Described seawater test site is positioned at tidewater region, and described atmospheric experiment platform 2 is near seawater test platform, and described monitoring station 1 between atmospheric experiment platform 2 and rotary island highway 8, and near rotary island highway 8, is xoncrete structure.Wherein, described atmospheric experiment district 2 is land atmospheric environment more than sea splashing and coastal atmospheric zone, device in this atmospheric experiment district 2 is mainly oceanographic engineering metal hanger and carries out climatic environment real-time testing, and forms functional area by supporting various monitoring transmission equipment.
Described littoral area 3 is the region between mean high tide and mean low-water, and the oceanographic engineering material foot size members in this region is perishable region.
Described Lang Jian district 4 is the region that the above wave splashing of mean high water line soaks, and the oceanographic engineering material foot size members in this region, by multifactor effects such as air, seawater, sea beats, is the strongest region of corrosion.
Described continuous immersion zone 5 is the following sea water immersion region of mean low-water, and the oceanographic engineering material foot size members in this region is mainly by marine corrosion medium influence.
Described floating platform 7 is the Artificial facilities of hoisting platform 6 surrounding protecting against shock.
Described monitoring station 1 is provided with atmospherium WPH-6, data acquisition unit, server, transmission equipment and monitoring equipment, described transmission equipment is GPRS radio transmission apparatus, and monitoring equipment is digital wind transducer, digital air velocity transducer, digital environment humiture dew point transducer and digital irradiation sensor; Described atmospherium, monitoring equipment are interconnected with data acquisition unit respectively, for gathering atmospherium and monitoring equipment measurement acquisition testing field temperature, humidity and wind-force information; Described data acquisition unit is connected to server by GPRS radio transmission apparatus, realizes the Real-Time Monitoring of testing field weather data.
Wherein, described data acquisition unit is GPRS/GSM remote radio equipment, and server is Zhejiang instrument company of Top public server, and GPRS radio transmission apparatus is sun power self-powered MODEM transport module.
The described bottom being arranged on the atmospheric experiment platform in atmospheric experiment district 2 is provided with the cast concrete base be rectangle, described cast concrete base belongs to the existing supporting technology in the use procedure of the utility model product, the surface of described cast concrete base should meet corrosion-resistant and high strength condition, and this cast concrete base is made up of the concrete foundation block that some pieces are rectangle.
The described concrete foundation block be rectangle is provided with the pedestal clump highly for 20cm and in column; Described steel construction sample testing frame is built on this atmospheric experiment platform, and is fixed on concrete foundation block by setscrew bottom this steel construction sample testing frame; The firm plate for fixed support is provided with between described concrete foundation block and concrete foundation block; Meanwhile, the real time meteorological data that atmospheric experiment platform 2 detects environment residing for sample is completed by monitoring station 1.
Described steel construction sample testing frame is steelframe engraved structure, and four supporting legs, supporting frame, outer rim and interior sash that this steel construction sample testing frame is provided with are made primarily of thickening stainless-steel tube, round steel pipe, angle steel and stainless-steel tube respectively.
The exposure of design accommodation more than ten thousand part standard sample and part, for sheet metal, plastics, reinforced concrete member etc. provide naval air environment service condition; Described atmospheric experiment platform 2 is near seawater test platform, and area is 1000m
2resisting sea water erosion xoncrete structure, the exposure of design accommodation more than ten thousand part standard sample and part, for sheet metal, plastics, reinforced concrete member etc. provide naval air environment service condition.
Described seawater test platform is arranged in seawater test site, because seawater test site is divided into littoral area 3, Lang Jian district 4 and continuous immersion zone 5, wherein, the stepped tide testing table of different tidal level is provided with in the littoral area 3 of seawater test site, be provided with in Lang Jian district 4 in test stand and continuous immersion zone 5 and be provided with high flow rate seawater scouring testing table, real sea tests such as can carrying out tidal range simultaneously, splash, wash away, for oceanographic engineering material provides seawater drying and watering cycle military service platform; Described seawater test site is positioned at tidewater region, structure is taked entirely soak cage and corrosion test buoyant raft combines, and realizes the service condition such as metal material and reinforced concrete member burn into biological attachment, macromolecule material aging under sea water immersion environment.
Described Lang Jian district 4 is the strongest region of marine corrosion, wherein structurally, bottom base adopts high-strength corrosion-resisting xoncrete structure, stainless steel structure test stand is built on top, marine material foot size members is fixed on test stand carries out endurance quality test, meanwhile, test formation with the briny environment of littoral area 3, continuous immersion zone 5 and have complementary functions, form the real extra large military service ergasia of oceanographic engineering foot size members.
Major design considers that oceanographic engineering material is by extraneous factors such as waves splash about, the splashings of seawater particulate, and especially the extent of corrosion of steel construction facility in Lang Jian district 4 is comparatively serious, and therefore, Lang Jian district 4 can provide real extra large service condition for oceanographic engineering materials such as steel constructions.
Described continuous immersion zone 5 is provided with overhanging trestle, to obtain deep water and offshore environment, structure is taked entirely soak cage and corrosion test buoyant raft combines, realize the service condition such as metal material and reinforced concrete member burn into biological attachment, macromolecule material aging under sea water immersion environment.
Between described seawater test platform and hoisting platform 6, be all interconnected by overhanging trestle between hoisting platform 6 and floating platform 7.
Described hoisting platform 6 is marine lifting appliance device, is mainly seawater test platform various oceanographic engineering material foot size members and carries out placing and shifting.
Wherein, described test stand is stainless steel structure, and surface is different size concrete component solid shape; Described seawater scouring testing table is reinforced concrete structure, is rectangle column, cast-in-place shaping; Described overhanging trestle is xoncrete structure, and centre takes entirely to soak cage and corrosion test buoyant raft combined structure; Described stepped tide testing table is reinforced concrete structure, is rectangle stepped, cast-in-place shaping.
The above is only preferred implementation of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make further amendment, these improvement also should be considered as protection domain of the present utility model.
Claims (5)
1. an oceanographic engineering material foot size members exposure test field, comprise monitoring station, atmospheric experiment platform, seawater test platform, hoisting platform, floating platform and steel construction sample testing frame, it is characterized in that, described monitoring station is provided with atmospherium, data acquisition unit, server, transmission equipment and monitoring equipment, described atmospherium, monitoring equipment are interconnected with data acquisition unit respectively, for gathering atmospherium and monitoring equipment measurement acquisition testing field temperature, humidity and wind-force information; Described data acquisition unit is connected to server by transmission equipment;
The bottom of described atmospheric experiment platform is provided with several concrete foundation blocks be rectangle, described in the concrete foundation block that is rectangle be provided with pedestal clump; Described steel construction sample testing frame is built on this atmospheric experiment platform, and is fixed on concrete foundation block by setscrew bottom this steel construction sample testing frame; The firm plate for fixed support is provided with between described concrete foundation block and concrete foundation block;
Described seawater test platform is provided with test stand, seawater scouring testing table, overhanging trestle and stepped tide testing table, wherein, overhanging trestle takes entirely to soak the structure that cage and corrosion test buoyant raft combine, seawater scouring testing table and stepped tide testing table are reinforced concrete structure, and test stand is stainless steel structure;
Described hoisting platform is equipped with lifting appliance, described monitoring station and atmospheric experiment platform, between atmospheric experiment platform with seawater test platform mutually near being connected, between described seawater test platform and hoisting platform, be interconnected by overhanging trestle between hoisting platform and floating platform.
2., according to the oceanographic engineering material foot size members exposure test field described in claim 1, it is characterized in that, described transmission equipment is GPRS radio transmission apparatus.
3., according to the oceanographic engineering material foot size members exposure test field described in claim 1, it is characterized in that, described monitoring equipment is digital wind transducer, digital air velocity transducer, digital environment humiture dew point transducer and digital irradiation sensor.
4., according to the oceanographic engineering material foot size members exposure test field described in claim 1, it is characterized in that, described pedestal clump is column, and it is highly 20cm.
5., according to the oceanographic engineering material foot size members exposure test field described in claim 1, it is characterized in that, described steel construction sample testing frame is steelframe engraved structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420423797.1U CN204101425U (en) | 2014-07-30 | 2014-07-30 | A kind of oceanographic engineering material foot size members exposure test field |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420423797.1U CN204101425U (en) | 2014-07-30 | 2014-07-30 | A kind of oceanographic engineering material foot size members exposure test field |
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| Publication Number | Publication Date |
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| CN204101425U true CN204101425U (en) | 2015-01-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420423797.1U Expired - Fee Related CN204101425U (en) | 2014-07-30 | 2014-07-30 | A kind of oceanographic engineering material foot size members exposure test field |
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| CN (1) | CN204101425U (en) |
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2014
- 2014-07-30 CN CN201420423797.1U patent/CN204101425U/en not_active Expired - Fee Related
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| C14 | Grant of patent or utility model | ||
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| CP03 | Change of name, title or address |
Address after: 321100 Zhejiang city of Jinhua province Lanxi city Xi Yin Sealand Road No. 8 Patentee after: Zhejiang Heli Haike new materials Limited by Share Ltd Address before: 321100, Zhejiang City, Jinhua province Lanxi Ling hole Township Gong Village Patentee before: Zhejiang Heli New Type Building Material Co., Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150114 Termination date: 20180730 |
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| CF01 | Termination of patent right due to non-payment of annual fee |