• CNBM 900T, 35M span Pre-casted segmental assembly Launching Gantry/ Bridge girder erection machine System 1
  • CNBM 900T, 35M span Pre-casted segmental assembly Launching Gantry/ Bridge girder erection machine System 2
  • CNBM 900T, 35M span Pre-casted segmental assembly Launching Gantry/ Bridge girder erection machine System 3
  • CNBM 900T, 35M span Pre-casted segmental assembly Launching Gantry/ Bridge girder erection machine System 4
CNBM 900T, 35M span Pre-casted segmental assembly Launching Gantry/ Bridge girder erection machine

CNBM 900T, 35M span Pre-casted segmental assembly Launching Gantry/ Bridge girder erection machine

Ref Price:
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Loading Port:
Tianjin
Payment Terms:
TT or LC
Min Order Qty:
1 unit
Supply Capability:
2000 unit/month

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Product Description

 

CNBM-900 ton segment bridge construction launching gantry crane is generally used in the erection of the Highway Bridge and Subway Bridge, using the precast segmental pre-cast concrete box beam (PC beam) assembly. The main feature is the high efficiency of construction and self-traveling. Generally it is composed of the main beam, leg and winch trolley, the main girder is used for bearing, the leg is to execute machine transverse moving, longitudinal moving, leveling, support, cross span, cross scale and other functions, and the winch trolley used for lifting the precast girder.

 

Technical Parameter

 

No

Item

Parameters or Capability

1

Whole machine working level

A3

2

Working grades for mechanism

M4

3

Erection Span

35m

4

Full suspension Max. weight

900t(contain the weight of hang

5

Max.longitudinal slope of bridge

3.0%(actually less than 2%

6

Section beam cross slope

3.0

7

Min. working level curve radius

When span 35mR=2500m

8

Max. size of segmental beam (length x width x height)

(3.4m/3.8m/4m) ×14.9m×2.2m

9

Max.weight of the segment beam

100t

10

Beam feeding mode

Underbridge beam feeding / reserved tail feeding interface

11

Crane rated lifting weight / lifting range

100t / above deck10m,below deck 18m

12

Crane Lifting speed

0-1.5m/min

13

Crane walking speed

0-15m/min

14

Max. lateral adjustment distance of Crane

±0.75m

15

Lifting device rotation angle

360°

16

Lateral angle adjustment ability of Lifting device

±4%

17

Vertical angle adjustment capability of Lifting device

±4%

18

Max.transverse velocity of the whole machine

0.5m/min

19

Longitudinal moving speed of the whole machine

1m/min

20

Longitudinal and transverse maximum wind condition

≤16m/sdegree 6 wind

22

Max. wind force condition in non-working anchoring state

≤49m/sdegree 12 wind

 

Feature:
(1) Reasonable structure
(2) Favorable performance
(3) Smooth starting and stopping
(4) Safe and reliable traveling
(5) Low noise, commodious cabin and good view
(6) Convenient maintenance, excellent exchangeability for parts and components
(7) Saves electricity specifications

Safety feature:
(1) Weight overload protection device
(2) Lifting height limit device
(3) Voltage lower protection function
(4) Phase sequence protection function
(5) Emergency stop function

Control method:
(1) Pendent line control
(2) Remote control
(3) Cabin control
(4) Choose any two together

CNBM 900T, 35M span Pre-casted segmental assembly Launching Gantry/ Bridge girder erection machine

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You need to add additional information to your question. What machinery ? what kind of workplace? Ive never heard of anyone having to be licensed to operate machinery in a work place before.
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Q:What is defined in construction engineering as large machinery?
Tower crane, static pile pressing machine, construction elevator, submersible drilling machine, concrete mixing station, crawler excavator, bulldozer, crawler crane, diesel hammer, roller, rotary drilling machine, high-speed hoister, vibratory piling machine (static vibration), high pressure rotary grouting pile machine, concrete mixer. I know so much
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3 investigation and comprehensive analysis of engineering machinery and equipment in the management, use, maintenance, renovation, installation and debugging problems, summarize the main cause of the accident, the dynamic master status of mechanical equipment, put forward the improvement countermeasures and measures.
Q:A CPA told me that (around) 7% for the first year is normal for business machinery depreciation. My question is... if you bought the machine during the year, can you only depreciate it based upon the ratio of days you owned it to the year, or can you depreciate it as if you owned it the whole year?For instance, on March 1st I bought a machine for $100,000. Can I depreciate it for the MACRS yearly rate, or do I need to treat the depreciation as a partial year portion of the possible depreciation rate? (lt; approx 7%)?
there are mid year conventions when you buy equipment during the year
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Question of Inventory precaution.
Q:Suppose that a piston is moving straight up and down and that its position at time t seconds iss = Acos(2πbt)with A and b positive. The value of A is the amplitude of the motion and b is the frequency(the number of times the piston moves up and down each second). What effect does doubling the frequency have on the piston's velocity and jerk?Follow up question, why does machinery break when you run it too fast?
Q1 === If you double the frequency, this means that you are doubling the number of times that the cylinder goes up, hits it's highest point, turns around and comes back down again in a second. You must be doubling the distance the piston travels. The time is one second, so effectively you are doubling the speed. Q2 === Jerk in this sense is one of those wonderful descriptive words that works in the real world, but is hard to put into a formula. I wonder if you have to do that. Certainly the force increases because the turn around time is much smaller when the frequency is doubled. That means time in this formula F = m*(vf - vi)/t is much smaller and that makes the force larger. Q3 == So machinery must break down because the force on moving the piston up and down has become much larger.

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