Groundwater conservation, earthworks, sewer construction (open installation), Concrete / reinforced concrete, restoring road areas.
The construction project involves the creation of approximately 390 m sewer DN 2400 u. 2600 and 80 m DN 700 in an open design. Creating a relief and choke building in reinforced concrete. Earthworks for the construction of an open discharge trench with connection to the Kortelbach, creation of waterproof sheeting in the pits, roads and paths to the plant site roads / trails operation and restore traveled asphalt roads. This includes:
- Groundwater conservation;
- Approximately 22 500 m
2Storage and work areas free up;
- Approximately 1 700 meters
3Install mineral mixture for construction roads and service roads.
- 1 piece creating a temporary. Bridge superstructure SLW 60;
- About 4 300 meters
- About 10 000m
3Pipe grave excavation;
- Approximately 300 m sewer DN 2400 in open construction;
- 90 m sewer DN 2600 in open construction;
- 80 m sewer DN 700 in an open design;
- 2 manholes;
- Approximately 1 150 m
2establish watertight sheet piling;
- Approximately 380 m
3Monolith in Sohl- / wall and ceiling structures (SKU);
- 300 m
2Asphalt wearing course;
- About 3 000m
3Excavation work for drainage ditch;
- 200 m bar fencing with 2 pcs 2-bladed gates.
Backup and bauaffine services in the construction of SSW in Essen IIIb and Herne Essen and Herne
Repair works for 7 buildings on the A52 (Lot 2 and 3).
Repair works for 7 buildings on the A 52nd
Approximately 2 117 m
2Pavement in front, behind and put on the bridge repair;
ca. 611 m
2renew roadway sealing;
installing approximately 88 m roadway transition from asphalt;
about 2 698 m
2Concrete repair the superstructure, cap, WL, perform;
about 2 698 m
ca. 1055 m railing coat.
As part of the research project funded "Virtual Institute - electricity to gas and heat" (electricity, gas and heat) are examined in a consortium of different research institutions flexibility options in the future energy supply system. Besides the theoretical system analysis and optimizing components (electrolysis and methanation) and the construction of a demonstration plant will be part of the project. The strategic goal is to build a small technical system of components electrolyzer Methansierungseinheit, feeding into a gas network infrastructure and reconversion with various Gasendanwendungstechnologien under scientific conditions. These components are to be integrated as part of a higher-level regulation and control unit in a complete system with visualization.
Provisional escape and replacement staircase.
Provisional escape and replacement staircase consisting of
a tubular steel construction modular scaffold supply,
build, hold and after completion of the
Decks and bridge tower consist of elements of a
Modular scaffolding and is based in the school yard on the ground floor.
Dimensions of the staircase tower
Area: about 3.0 x 6.0 m
Overall height: 22.0 m
Storey heights: approx 3.74 (EC 5th floor).
Corrosion protection work for conservation practice and sealed restoration of the towers of the band bridges the
General measures Description:
The facades of the towers are built entirely back and in coordination with the conservation again
built according to traditional standards. The facades of conveyor bridges and the bridges remain largely Stroked
preserved and restored in situ. The complete primary structure including Brückenauflager
upgraded and partially rehabilitated.
Description of Buildings
The band bridges consist of the following individual structures or sections:
1. Band Bridge plant - Tower B.
2. Tower B.
3. Stitch ribbon bridge B.
4. Band Bridge Tower B - Tower C.
5. Tower C.
6. Stroked bridge C.
7. Ribbon Bridge Tower C - Tower D.
8. Tower D.
9. Stroked bridge D.
10. Ribbon Bridge Tower D - tower E.
11. Tower E.
12. Stitch ribbon bridge E.
The heights of the structures or sections are as follows:
OK towers (Attica) about 37 m
OK band bridges about 33 m
UK band bridges about 30 m
highest range supports carbon towers:
OK Stroked bridges about 44 m
UK Stroked bridges about 41 m
Below further information about the advertised corrosion protection work:
- Corrosion protection of steel columns and steel construction towers,
- The coatings are contaminated with heavy metals,
- The works are sequentially respectively at 2 towers execute simultaneously,
- Tower B and Tower D execution time 10 weeks
- Tower C and E tower design Time 8 Weeks,
- Total execution time 13 weeks
- Beginning mid April 2017th