Mast Construction Catalogue

Our masts

Our customers are as unique as their individual requirements: No two sites are alike. Accordingly, we are committed to finding mast solutions that are ideally tailored to your specific conditions and requirements. We can draw on a wide range of masts that can be customised to your needs thanks to modular adaptations. And in spots where our tried-and-tested solutions are not feasible, we will find the right bespoke concept.

Below, we would like to introduce you to our proven mast ranges:

MGT200

Basically, the MGT200 was designed for special applications:

  • At (large-scale) functions and events;
  • During building renovations and the conversion, optimisation and modernisation of radio locations;
  • When tenancy agreements are terminated or expire; and
  • To maintain network operations following severe weather events.

It is characterised in particular by its adaptability: It can be used flexibly as a temporary installation (“mobile structure”) for up to two years. The prefabricated mast elements also allow for very rapid assembly.

The MGT200 is a steel lattice mast with a tower height between 20 and 30 metres. It features an additional five-metre tubular extension. The structure consists of hollow and angle sections as well as an internal ladder.

Mast heights
System height [m]
20
25
30
30+5
Weight [kg]
2550
3150
3750
3950
Footprint; each mast type can be extended with a tubular extension of up to 6 metres in length
Temporary installation
Mast [m²]
26
15
8
2
Tubular extension [m²]
3
Permanent installation
Mast [m²]
17,25
9
2,5
Tubular extension [m²]
1,5
Foundations; load-bearing foundations made of precast reinforced concrete elements
Base
Width/Length [m]
1,20
Slab thickness [m]
0,5
Loard-bearing element
Width/Length [m]
1,2
Slab thickness [m]
0,5
Attachment parts
Tubular extension
Length [m]
5
Cross-section [mm]
139,7
Weight [kg]
100
Support tubes
Amount
Site-specific selection of several pre-assembled cantilever structures for directional and sector antennas available for both corner leg installation and the tubular extension
Platform
Length [mm]
Overhang [mm]
Cross-section [mm]
Weight [kg]
Implementation times
Structural inspection
Prerequisites
Order intake
Calendar days
14
Conceptual design
Voraussetzung
Carrying out the structural inspection
Calendar days
45
Detailed design
Prerequisites
Approval of the conceptual design
Calendar days
14
Start of construction
Prerequisites
Approval of the detailed design
Calendar days
30
Construction period
Prerequisites
Start of construction
Calendar days
20

Standards:

  • Verification in accordance with DIN EN 1993-3;
  • Wind zone II;
  • Terrain category II/III
  • Ice zone IV.

MGT400

The MGT400 is the big brother of the MGT200: While possessing all the qualities of the MGT200, it reaches tower heights of 22, 29, and 35 metres. It is therefore also ideally suited for special applications:

  • At (large-scale) functions and events;
  • During building renovations and the conversion, optimisation and modernisation of radio locations;
  • When tenancy agreements are terminated or expire; and
  • To maintain network operations following severe weather events.

Based on the prefabricated mast elements, the steel lattice mast, which consists of hollow and angle sections with an internal ladder, can be erected quickly. As a temporary installation (“temporary structure”), it can be used for up to two years. A building permit is required for a permanent installation.

Mast heights
System height [m]
22
29
35
35+5
Weight [kg]
5050
5700
6350
6500
Footprint; each mast type can be extended with a tubular extension of up to 6 metres in length
Temporary installation
Mast [m²]
15
10,5
7
3,5
Tubular extension [m²]
2,5
Permanent installation
Mast [m²]
15
10,5
7
3,5
Tubular extension [m²]
2,5
Foundations; load-bearing foundations made of precast reinforced concrete elements
Base
Width x Length [m]
2,04 x 1,9
Slab thickness [m]
0,45
Loard-bearing element
Width x Length [m]
2,04 x 1,9
Slab thickness [m]
0,34
Attachment parts
Tubular extension
Length [m]
5
Cross-section [mm]
139,7 x 6,3
Weight [kg]
120
Support tubes
Amount
Site-specific selection of several pre-assembled cantilever structures for directional and sector antennas available for both corner leg installation and the tubular extension
Platform
Length [mm]
Overhang [mm]
Cross-section [mm]
Weight [kg]
Implementation times
Structural inspection
Prerequisites
Order intake
Calendar days
14
Conceptual design
Prerequisites
Carrying out the structural inspection
Calendar days
45
Detailed design
Prerequisites
Approval of the conceptual design
Calendar days
14
Start of construction
Prerequisites
Approval of the detailed design
Calendar days
30
Construction period
Prerequisites
Start of construction
Calendar days
20

Standards:

  • Verification in accordance with DIN EN 1993-3;
  • Wind zone II;
  • Terrain category II/III
  • Ice zone IV.

EEW

The EEW is not only highly efficient but, above all, versatile. The height of the steel lattice mast ranges from 30 to 55 metres. The additional tubular extension is 6 metres long. Thanks to our flexible 3D software model, adjustments can be made easily upon request to meet the local conditions. Additional platforms are also possible to reduce the footprint. The mast, which consists of angle sections, is generally equipped with four internal platforms, and its antenna spacing is 0.9*h.

Mast heights
System height [m]
30
35
40
45
50
55
Weight [kg]
7690
9270
11320
12890
15250
17990
Footprint; each mast type can be extended with a tubular extension of up to 6 metres in length
Mast [m²]
26
23,5
22,5
22
22
21,5
Tubular extension [m²]
6
Foundations; embedment depth 2m
Without buoyancy
Width/Length [m]
6
6,5
7
7,5
8
8,5
Slab thickness [m]
0,6
0,7
0,7
0,7
0,8
0,8
With full buoyancy
Width/Length [m]
7
7,6
8,2
8,8
9,4
10
Slab thickness [m]
0,6
0,7
0,8
0,8
0,8
0,8
Attachment parts
Tubular extension
Length [m]
6
Cross-section [mm]
177,8 x 16
Weight [kg]
440
Platforms
Amount
4
Weight [kg]
125
Support tubes
Amount
maximum of 12 per platform
Platform
1st platform (top)
2nd-.4th platform (top)
Sector
Directional radio
Sector
Directional radio
Length [mm]
2700
2700
2700
2660
2660
2660
Overhang [mm]
285
285/500
300
305
285
300
Cross-section [mm]
114,3 x 6,3
88,9 x 5
114,3 x 6,3
114,3 x 6,3
88,9 x 5
114,3 x 6,3
Weight [kg]
63
40/47
103
60
40
101

Standards:

  • Verification in accordance with DIN EN 1993-3;
  • Wind zone II;
  • Terrain category II/III
  • Ice zone IV.
Implementation times
Structural inspection
Prerequisites
Order intake
Calendar days
14
Conceptual design
Prerequisites
Carrying out the structural inspection
Calendar days
45
Building permit procedure
Prerequisites
Approval of the conceptual design
Calendar days
14
Detailed design
Prerequisites
Obtaining building permit
Calendar days
14
Start of construction
Prerequisites
Approval of the detailed design
Calendar days
40
Construction period
Prerequisites
Start of construction
Calendar days
100

EET

The EET is similar to the EEW in many respects. The steel lattice mast has a tower height of 30 to 50 metres with an additional 6-metre tubular extension. The antenna spacing is also 0.9*h; it features internal access ladders and is equally flexible, efficient, and versatile. The primary difference lies in the platform configuration, since the EET features two internal platforms that can also be extended to serve as external platforms. Additional platforms are possible and reduce the footprint. Here, too, customisation to your requirements and local conditions is possible thanks to the flexible 3D software model.

Mast heights
System height [m]
30
35
40
50
Weight [kg]
3850
5540
7550
11560
Footprint; each mast type can be extended with a tubular extension of up to 6 metres in length
Mast [m²]
23
23
23
23
Tubular extension [m²]
2
Foundations; embedment depth 2m
Without buoyancy
Width/Length [m]
5,8
6,3
6,8
7,8
Slab thickness [m]
0,5
0,6
0,7
0,8
mit vollem Auftrieb
Width/Length [m]
6,8
7,4
8
9,2
Slab thickness [m]
0,5
0,6
0,7
0,8
Attachment parts
Tubular extension
Length [m]
6
Cross-section [mm]
177,8 x 12,5
Weight [kg]
304
Platforms
Amount
2 (external and internal platform)
Weight [kg]
218 (internal); 775 (external)
Support tubes
Amount
maximum of 12 per platform
Platform
1st platform (top)
2nd platform
Sector
Directional radio
Sector & directional radio
Length [mm]
2700
2000
2600
Overhang [mm]
365
365
365
Cross-section [mm]
88,9 x 5
88,9 x 5
88,9 x 5
Weight [kg]
60
53
45
Implementation times
Site survey
Prerequisites
Order intake
Calendar days
14
Conceptual design
Prerequisites
Carrying out the structural inspection
Calendar days
45
Building permit procedure
Prerequisites
Approval of the conceptual design
Calendar days
14
Detailed design
Prerequisites
Obtaining building permit
Calendar days
14
Start of construction
Prerequisites
Approval of the detailed design
Calendar days
40
Construction period
Prerequisites
Start of construction
Calendar days
100

Standards:

  • Verification in accordance with DIN EN 1993-3;
  • Wind zone II;
  • Terrain category II/III
  • Ice zone IV.

EEWA

The EEWA is the even more flexible version of the EEW: This steel lattice tower, which can reach heights of up to 40 metres, really comes in handy in confined spaces. Thanks to our flexible 3D software model, adjustments can be made easily upon request to meet the local conditions. Additional platforms are also possible to reduce the footprint. For the platform constructions, there is a bolted variant (2.5 metres and 5 metres below the top of the tower) as well as a clamped variant (variable mounting height). Depending on the application – whether directional radio, sector antenna or system components close to the antenna such as remote radio units – different support tube lengths can be used. Just as with the EEW, the steel lattice mast construction with an internal ladder consists of angle sections, with an antenna spacing of 0.9*h.

Mast-EEWA
Mast heights
System height [m]
20
25
30
35
40
Weight [kg]
3850
5550
6600
10850
14550
Footprint; each mast type can be extended with a tubular extension of up to 5 metres in length
Mast [m²]
24
22
20
23
20
Tubular extension [m²]
6
Foundations; embedment depth 2m
Without buoyancy
Width/Length [m]
4
5
5,5
6,1
6,5
Slab thickness [m]
0,5
0,5
0,6
0,7
0,7
With full buoyancy
Width/Length [m]
5,2
5,9
6,5
7,1
7,6
Slab thickness [m]
0,5
0,5
0,6
0,7
0,7
Attachment parts
Tubular extension
Length [m]
5
Cross-section [mm]
177,8 x 8
Weight [kg]
220
Platforms
Amount
2
Weight [kg]
62
Support tubes
Amount
maximum of 12 per platform
Sector
Directional radio
Length [mm]
1750
2750
3000
1200
Overhang [mm]
122 or 244
122 or 244
Cross-section [mm]
88,9 x 4
88,9 x 5
88,9 x 5
114,3 x 6,3
Weight [kg]
24
38
40
29
Implementation times
Structural inspection
Prerequisites
Order intake
Calendar days
14
Conceptual design
Prerequisites
Carrying out the structural inspection
Calendar days
45
Building permit procedure
Prerequisites
Approval of the conceptual design
Calendar days
14
Detailed design
Prerequisites
Obtaining building permit
Calendar days
14
Start of construction
Prerequisites
Approval of the detailed design
Calendar days
40
Construction period
Prerequisites
Start of construction
Calendar days
100

Standards:

  • Verification in accordance with DIN EN 1993-3;
  • Wind zone II;
  • Terrain category II/III
  • Ice zone IV.
Mast-EER

EER

The EER is a steel tubular mast with a tower height between 10 and 40 metres. The additional tubular extension is 5 metres long. What makes it special is that the antenna spacing can be customised. It is also versatile and can be installed quickly and easily. Furthermore, its appearance is very unobtrusive. The ladder is mounted on the outside, and external platforms can be customised.

Mast heights
System height [m]
10 to 40m in 5m gradation
Weight [kg]
Site-specific depending on antenna spacing and site
Footprint; each mast type can be extended with a tubular extension of up to 6 metres in length
Mast [m²]
as requested by customer
Tubular extension [m²]
Foundations
Without buoyancy
Width/Length [m]
Site-specific block foundation, depending on ground conditions and antenna spacing
Slab thickness [m]
With full buoyancy
Breite/Länge [m]
Slab thickness [m]
Attachment parts
Tubular extension
Length [m]
5
Cross-section [mm]
Site-specific depending on antenna spacing and customer wishes
Weight [kg]
Platforms
Amount
Site-specific depending on antenna spacing and customer wishes
Weight [kg]
Support tubes
Amount
  • Site-specific selection
  • Antenna mount for one of the several sector antennas
  • Antenna mount for directional antennas
  • Omnifork & GPS mount
Platform
Length [mm]
Overhang [mm]
Cross-section [mm]
Weight [kg]
Implementation times
Site survey
Prerequisites
Order intake
Calendar days
14
Conceptual design
Prerequisites
Carrying out the structural inspection
Calendar days
45
Building permit procedure
Prerequisites
Approval of the conceptual design
Calendar days
14
Detailed design
Prerequisites
Obtaining building permit
Calendar days
14
Start of construction
Prerequisites
Approval of the detailed design
Calendar days
40
Construction period
Prerequisites
Start of construction
Calendar days
100

Standards:

  • Verification in accordance with DIN EN 1993-3;
  • Wind zone II;
  • Terrain category II/III
  • Ice zone IV.

The City Mast

The City Mast has been specifically designed for use in urban environments: Its structure and appearance are modelled on a standard street lamp and, if desired, it can actually be used as such by installing street lighting at 7.50 metres above ground level. Its unobtrusive appearance allows it to blend perfectly into its surroundings in urban areas and makes it ideal for the installation of microcells. As the mast height is less than 10 metres, no building permit is required for the conical steel tubular mast. The foundation type used is a sleeve foundation.

Mast heights
System height [m]
9
Gewicht [kg]
150
Footprint; montage of street lamp optional
Mast [m²]
0,85
Foundations; embedment depth 1,5m
Width/Length [m]
0,85
Slab thickness [m]
1,5
Implementation times
Site survey
Prerequisites
Order intake
Calendar days
14
Conceptual design
Prerequisites
Carrying out the structural inspection
Calendar days
45
Detailed design
Prerequisites
Approval of the conceptual design
Calendar days
14
Start of construction
Prerequisites
Approval of the detailed design
Calendar days
30
Construction period
Prerequisites
Start of construction
Calendar days
20

Standards:

  • Verification in accordance with DIN EN 1993-3;
  • Wind zone II;
  • Terrain category II/III
  • Eiszone IV

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