For facilities that can support one side of the crane on the building and want a modern semi-gantry system with VFD motion and reduced structural demand.

Henan Mine Crane ksmb new-type semi-gantry crane showing the primary gantry structure and electric-hoist lifting arrangement.
The KSMB new-type electric hoist semi-gantry crane combines a ground-supported gantry side with a building-supported runway side. The source product description gives A3–A5 working class and emphasizes variable-frequency hoisting and travel.
The buyer must verify both structures: the ground rail / foundation on one side and the elevated building runway on the other. The source publishes several comparative efficiency and weight claims; these should be treated as source product data and not automatically applied as contractual savings to every new project.
| Product Model | KSMB |
| Type-Test Product Name | Electric Hoist Gantry Crane |
| Lifting Mechanism | Electric hoist |
| Lifting Capacity | Configured according to project requirements |
| Span | Configured according to rail / runway center distance |
| Lifting Height | Configured according to site and process requirements |
| Working Duty | Source-defined where stated; otherwise project-specific |
| Cantilever | Optional where source-supported and required by the process |
| Control Method | Configured according to source-supported options and project requirements |
Request A KSMB New-Type Semi-Gantry Crane Quote
Source working class A3–A5.
Hoisting and travel use variable-frequency speed regulation.
Source states heavy-load slow speed, light-load fast speed and a 1:10 speed-control range.
Any capacity, span, speed, wheel load, energy saving, duty or other guaranteed value that is not explicitly published on the source page should be engineered from the actual project and written into the technical agreement rather than assumed from a similar crane.
Uses an existing building runway on one side and ground rail on the other.
Source-stated speed range supports controlled slow handling and faster light-load travel.
Source reports lower self-weight and wheel loads versus traditional designs.
Hard-tooth reducers and three-in-one drives are source-highlighted.
Cab, pendant, wireless and PLC linked control are source-listed.
Official source image associated with the KSMB New-Type Semi-Gantry Crane, showing the semi-gantry structure, runway interface or industrial installation. |
Official source image associated with the KSMB New-Type Semi-Gantry Crane, showing the semi-gantry structure, runway interface or industrial installation. |
Official source image associated with the KSMB New-Type Semi-Gantry Crane, showing the semi-gantry structure, runway interface or industrial installation. |
Official source image associated with the KSMB New-Type Semi-Gantry Crane, showing the semi-gantry structure, runway interface or industrial installation. |
Official source image associated with the KSMB New-Type Semi-Gantry Crane, showing the semi-gantry structure, runway interface or industrial installation. |
Official source image associated with the KSMB New-Type Semi-Gantry Crane, showing the semi-gantry structure, runway interface or industrial installation. |
| Main Girder / Bridge | Selected from the product structure, span, load, duty and site environment. |
| Gantry Legs / Semi-Gantry Support | Ground-supported or building-integrated according to the specific model. |
| Electric Hoist / Hoist Trolley | Provides lifting and cross travel; arrangement depends on the product configuration. |
| Gantry Travel System | Moves the crane along the ground rail or combined semi-gantry runway. |
| Cantilever / End Structure | Configured only where outside-span hook coverage is required. |
| Electrical & Control System | Configured for source-supported control modes, site power and project safety requirements. |
| Model | KSMB |
| Product Type | KSMB New-Type Electric Hoist Semi-Gantry Crane |
| Type-Test Product Name | Electric Hoist Gantry Crane |
| Capacity | Project-specific |
| Span | Project-specific |
| Lifting Height | Project-specific |
| Runway / Travel Length | Project-specific |
| Hoisting Speed | Project-specific unless source-stated in a special section |
| Cross / Gantry Travel Speed | Project-specific |
| Working Duty | Project-specific unless source-stated |
| Cantilever | Project-specific where applicable |
| Control Method | Project-specific |
| Power Supply | According to site electrical conditions |
| Outdoor Protection | According to wind, rain, dust, temperature and corrosion conditions |
Source-confirmed product facts:
Buyer-defined items:
| Production Buildings | Semi-gantry arrangement along a building sidewall. |
| Warehouses | One elevated runway plus one floor rail. |
| Assembly Bays | Variable-speed load handling near production equipment. |
| Retrofit Projects | Where one structural runway can be supported by the existing building. |
Provide the elevated runway beam and column information.
The opposite side requires a ground-supported travel rail.
Provide the building cross-section and side-wall clearances.
The 1:10 speed concept should be matched to real load distribution.
If weight, wheel-load or energy reduction is contractual, define the comparison basis and acceptance method.
| Speed-Control Range | 1:10 source-stated. |
| Lightweight Reduction | 15%–30% versus traditional crane, source claim. |
| Maximum Wheel-Load Reduction | 20%–35%, source claim. |
| Energy Reduction | 10%–20%, source claim. |
| Reducer Gear Hardness | >=60 HRC, source-stated. |
| Reducer Transmission Efficiency | >95%, source-stated. |
| Reducer Life | 2–3 times traditional soft-tooth-surface reducer, source claim. |
Before manufacture and installation, confirm rail center distance, runway length, rail elevation, foundation or building-runway capacity, available lifting height, cantilever clearance, power supply and erection access. Outdoor projects should also define wind, rain, dust and temperature conditions.
Maintenance should follow the supplied crane manual and actual duty. Routine work should cover the electric hoist, ropes, hooks / attachments, brakes, wheels, three-in-one drives where fitted, rail alignment, fasteners, limits and electrical protection. Semi-gantry cranes also require coordinated inspection of both the elevated runway and ground rail.
| 1 | Maximum load |
| 2 | Span |
| 3 | Lifting height |
| 4 | Travel length |
| 5 | Elevated runway / building drawings |
| 6 | Ground rail / foundation data |
| 7 | A3–A5 duty inputs |
| 8 | Control method |
| 9 | Required speed behavior |
| 10 | Energy / wheel-load targets if contractual |
| 11 | Site layout |
| 12 | Power supply / destination |
Use a full gantry when both sides should be ground-supported. A semi-gantry is relevant when one side can safely use an elevated building runway and the site benefits from a smaller floor footprint.
Only when the hook must reach outside the clear span, such as a truck loading or storage position. Cantilever length changes structural reactions and should be defined from the site layout.
Unless the source page explicitly publishes a value, capacity, span and lifting height should be engineered from the actual project.
A plan and cross-section showing rails, foundations or elevated runway, building / equipment clearances, loading positions and travel length will significantly improve quotation accuracy.
Many gantry applications are outdoors, but wind, rain, temperature, corrosion and anchoring requirements must be specified for the actual site.
Send your load, span, lifting height, travel length, site layout, rail / foundation or building-runway data, operating cycle and control requirements. Henan Mine Crane engineers can then review the correct gantry structure and prepare a project-specific configuration and quotation.