Galvanized settlement observation nail at Xianyang settlement observation point
Galvanized settlement observation nail at Xianyang settlement observation point

Galvanized settlement observation nail at Xianyang settlement observation point

Category:

metallurgy/Stainless steel material/Stainless steel bars

Model:

Brand:

Cangzhou Shuntian

grade:

Observation standard

cross-sectional shape:

round bar

surface treatment:

glossy surface

Processing Technology:

Forging

tensile strength:

370MPa~480MPa

Processing Service:

deep processing

execution standard:

National Standard

quality grade:

A-level

Processing & Customization:

yes

Is it imported:

No

weight:

one

Scope of application:

rail transit

delivery service:

Can be delivered to the factory

Type of goods sales:

spot

Item Number:

twenty thousand one hundred and twenty

warehouse address:

Cangzhou, Hebei

warehouse phone:

fifteen billion one hundred and three million three hundred and seventy-two thousand six hundred and sixty-seven

manufacturer:

Cangzhou Shuntian Steel Pipe Co., Ltd

Retail Price

5.00USD


重量

kg

  • Product Description
  • grade

    Observation standard

    cross-sectional shape

    round bar

    surface treatment

    glossy surface

    Processing Technology

    Forging

    tensile strength

    370MPa~480MPa

    Processing Service

    deep processing

    execution standard

    National Standard

    quality grade

    A-level

    Processing & Customization

    yes

    Is it imported

    No

    weight

    one

    Scope of application

    rail transit

    delivery service

    Can be delivered to the factory

    Type of goods sales

    spot

    Item Number

    twenty thousand one hundred and twenty

    warehouse address

    Cangzhou, Hebei

    warehouse phone

    fifteen billion one hundred and three million three hundred and seventy-two thousand six hundred and sixty-seven

    manufacturer

    Cangzhou Shuntian Steel Pipe Co., Ltd

    Description :

      Regardless of whether it is an embankment or a road cut section, three sections are set up for each section, arranged in the middle of the double track roadbed and 3.2m outside the middle of the left and right lines. For sections where the transverse slope of the embankment base is gentler than 1:5, a settlement plate should be installed in the middle of the double track roadbed; But when the ground cross slope is greater than 1:5, a settlement plate should be added 3.1m outside the centerline of the left (or right) line on the higher side of the filling. Settlement plate

      A single point settlement meter shall be installed in the middle of the double track roadbed for embankment sections with a base ground transverse slope of less than 1:5 or road cut sections with foundation reinforcement, red clay, and expansive soil; But for embankment sections with a ground cross slope greater than 1:5, in addition to placing one in the middle of the double track roadbed, a single point settlement meter should also be added at a distance of 3.1m from the left (or right) line on the higher side of the fill. For embankment sections, displacement observation stakes are set up at 2 meters outside the slope angles on both sides of the section, and are located on the same section as settlement observation stakes and settlement plates.

      (3) In the preloading section of the roadbed settlement plate, during the preloading period, as the surface layer of the roadbed has not yet been constructed, settlement elements should be arranged at the bottom of the preloaded soil (the top surface of the bottom layer of the roadbed) for settlement observation of the roadbed top surface, that is, settlement plates should be temporarily arranged at the top surface of the bottom layer of the roadbed. The displacement observation and base settlement observation arrangements are exactly the same as those of the unpressed section. When the preloaded soil is removed, the temporary settlement plate is removed accordingly. After the construction of the surface layer of the roadbed, formal settlement observation piles are set up on the roadbed surface.

      (4) Layered settlement monitoring of deep foundation: Set up bridge and road transition sections in deep Quaternary soil layers, soft soil areas, and near different geological structures. Using a mobile drilling (Φ 108mm) to embed PVC pipes (Φ 49mm) and settlement magnetic rings, and observing with an electromagnetic lower level settlement instrument. Layered setting, when the thickness is greater than 3m, a set is added every 3m, and magnetic rings are set at the geological interface and reinforced bottom. The specific layout section and layout position shall be executed according to the requirements of the design documents.

      (5) When setting up profile settlement pipes and settlement magnetic rings for full section settlement observation of the embankment base, strict adherence to the design requirements shall be carried out. Galvanized settlement observation nail at Xianyang settlement observation point

    AfterSalesService :

    Key words:
    • Xianyang Settlement Observation Point