| Case Study Index |

 
  1. Project Description
  1. Photo Gallery
  1. Design Concept

3.1 Site Context . 3.2 Building Form . 3.3 Interior Space . 3.4 Double Skin . 3.5 "Fish-mouth" . 3.6 Environmental Controls .

  1. Studies of Natural Ventilation
4.1 Wind Condition . 4.2 Building Aerodynamics . 4.3 Facades . 4.4 Reduction of Wind Pressures . 4.5 Natural Cross-Ventilation . 4.6 Influence of Window Opening . 4.7 Door Opening Forces . 4.8 Operating Restrictions in Natural Ventilation . 4.9 Summer Temperatures Inside the Facade .
  1. References  

 

| Created: 16 Aug 01 | Update: 23 Aug 2000 | By: Sam C M Hui (cmhui@hku.hk) | 


 

1. Project Description

 

Location: Essen, Germany
Client: Hochtief AG
Occupier: RWE AG
Date of Construction: 1994-1996
Architect: Ingenhoven, Overdieck, Kahlen & Partner
Collaborators: Achim Nagel, Klaus Frankenheim, Martin Slawic, Claudia de Bruyn, Regina Wuff

Building type: 

Office building - administrative headquarters for the electric company
Building Envelope:  Josef Gartner and Co.

No. of stories: 

31
Gross Area: 35,000m2
Construction Cost: £90 million
Climate Zone: Temperate
Approx. Percentage of Gross Floor Naturally Ventilated: 70%
Approx. Percentage of Net Floor Area Needing Artificial Lighting During Daylight Hours: 30%
Fuel/Approx. % Use: Mains electricity 99%; photovoltaics 1%

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2. Photo Gallery

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                                   Model Photo & Drawings

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                                       Exterior

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                                       Interior

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3. Design Concept

3.1 Site Context

As is widely known, in Europe any new building is required to blend in with the other buildings in a street.
The RWE Tower has the main building set back from the street, along with the pergola the height of which is aligned with the eaves of neighbouring houses. There was still need to obtain the special sanction of the municipal authorities to construct the skyscraper. As Achim Nagel, one of the IOK architects, explained, churches dating back to ancient times were the only tall buildings. The 162m height of the tower, including an aerial on the top, is the highest point in North-Rhine Westphalia, but does not look isolated, when it is seen from anywhere in the city. Its abstract and clear external appearance is essentially in harmony with the row of stores and houses in the street.

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3.2 Building Form

When compared to other prismatic forms, the cylindrical shape is ideal in terms of the relationship between exterior surface and interior volume. It also optimizes aerodynamics, energy needs, surface distribution, and choice of prefabricated elements.

With the cylindrical shape, air speeds are twice the wind pressure, which eases vertical circulation of airflow and the diagonal ventilation in all stories.

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3.3 Interior Space

The architects chose to separate the vertical communication cores and group them into a svelte, attached column. This simplified the distribution of offices, making the most of the interior space. The office levels are configured around a nucleus; they subdivide into conference rooms, round hallways, and peripheral bands of offices and stairs that interconnect some of the levels. The outer glass skin allows natural light to reach the internal core.

Each floor has a theme:

  • Entrance Hall with Sense of Space 

The elevator shafts are housed in a tower, detached from the main tower, so the ground floor has ample open space to share a continuity with the theater and the city park. On this level, the columns are a significant factor in the design, to indicate that the building is supported by them, whereas a sense of space is available at the same time. As with the columns, the walls are rough concrete, and the surface is coated with water paint for protection.

  • The Basement Open to the Garden

The first basement (actually half-underground) with a total surface area of 600sqm has a staff restaurant and dining rooms, the facade of which is glazed from floor to ceiling, since the view of the garden in the site is regarded as important for relaxation. The glass of the facade was formed from the development of a truncated cone. Every part of it has a different size and shape. The staff restaurant has three glazed doors for access to the garden over the lake.

Nature-oriented Office Rooms - The 2nd-18th and 20-24th floors are for office rooms. Due to the relatively small cylindrical plan of 32m in diameter, every office room faces the exterior, so as to admit the outer light directly and enjoy the panoramic view.

  • Transparent Elevators 

Four ordinary elevator shafts are installed in an independent tower built along side of the main building. Owing to their outside location, people can easily find where they are.

  • Sunny Boardroom on the Top Floor 

On the top floor, the 29th floor of the RWE Tower, there is a boardroom for gatherings of the RWE Group executives from around the world. The ceiling of the boardroom is fitted with a large toplight, and the sunlight from it is regulated by an electric curtain. Not only its facade, but also its partition panels are mostly made of glass, so as to enhance to view of the surrounding area.

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3.4 Double Skin

The main concern of the design of this 31-storey cylindrical tower is natural ventilation. This is achieved by its double-leaf facade, which is intended to provide good natural ventilation for perimeter office areas. The space inside the facade is supplied with outside air through a meandering arrangement of intake and exhaust louvres.

The double skin allows the RWE Tower to "breathe". It consists of an exterior sheet made of fixed glass panels - 2 x 3.6m modules that permit air circulation through corresponding slots, and an interior sheet with operable panels. A solar protection system is installed between both layers, which are 50cm apart. Strips, placed on the setting lines for the exterior facade modules, are perforated on the right side and solid on the left side, at the lower level. The disposition is reversed on the upper level, next to the roof, which guarantees a minimum diagonal of ventilation and prevents the return of recently evacuated air back into the spaces. The interior layer of the double skin is a conventional facade, insulated by collapsible panels that can be controlled manually.

  • Sun shading & thermal storage

When the solar radiation is strong, the temperature inside the double-skin rises as in a greenhouse. However, owing to the air inlets and outlets fitted to the top and bottom of each story, the air convects so as to take the heat away. An experiment using a life-size model proved that the hotter the facade became relative to the surrounding air, the more remarkable the convection effect that was achieved, so as to carry out the sunshading function. Of course, the thermal storage effect becomes vital, when there is a need to warm the room as in the winter season.

  • Natural Ventilation

The double skin allows natural ventilation in the tower. Even the upper workspaces can enjoy natural air control without having to fight wind gusts. Users can control their own environment. 

The natural ventilation in a high-rise could give rise to the following fears: a very force power might be required to open the room doors; the wind might stream from the room to the corridor, blowing papers about; the wind might also make disturbing noises. Actually, natural ventilation may be restricted or influenced by such constructional parameters as:

  • facade layout,
  • ventilation slits or louvres,
  • air-tightness of windows and doors,
  • design of doors (revolving doors, opening and closing mechanisms).

After the investigation of these condition for cross-ventilation during the design stage (which will be discussed in section 4), the mentioned problems have been solved by the design specific. Namely, the power required to open the doors is some 20% less than that in a 7-8 story building with a conventional facade; the wind entering is regulated, so as not to blow papers about; the air inlets and outlets are designed not to make noise. During some 70% of the year, it is possible to live in the high-rise with the controlled natural ventilation, without artificial cooling or heating. Of course, as the inner facade can be freely opened up to 15cm, the individuals in the office rooms can let in the wind to satisfy their own requirements. Of course a system of mechanical ventilation is also installed, but it is operated at most twice an hour, whereas there is a need to ventilate 4-6 times hourly and to spend a lot of energy to cool or heat the air in more conventional buildings. By harnessing the natural ventilation, one can avoid sick-building syndrome which one is apt to get in full air-conditioned multi-story buildings.

When the weather is forbidding, temperature is managed by an air-conditioning system with a minimum capacity of air recycling.

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3.5 "Fish-mouth"



The diagonial streaming of air

 

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The parts that support the outer facade as well as absorb or exhaust air are called "fish-mouths" by the architects, which are responsible for both the intake and outtake of air in the double-skin.

This is a pair of sashes, where one carries a "fish-mouth" with small holes on its upper part exclusively for intake, and another has a "fish- mouth" with small holes on its lower part exclusively for outtake, as indicated in the plan. Due to such a composition, the outside air from the intake "fish-mouth" is warmed inside the double-skin and diagonally ascends to be exhausted from the outtake "fish-mouth" at the neighboring sash. If both the "fish-mouths" had been laid out vertically, exhaust air would take the shortest path up to the floor above and enter it in the place of fresh environmental air. If this happened, air quality would decrease with every subsequent floor.

Because of the stack effect in stairwells and the elevator shafts, special attention was paid to where certain air locks and vents should be placed throughout the building. Through extensive wind tunnel and computer modeling, a design consensus was reached. When absorbed, the air stream is adjusted to a suitable speed, by going through the "fish-mouth." It is made slower in case the wind velocity is too great, whereas it is made faster in case their is no enough wind. Of course, no rain enters through the "fish-mouth." The sensors fitted to the aperture inform of the aerial conditions. 

As mentioned above, the "fish-mouth" can also be used by raising its cover as a footplate for cleaning, and is effective in preventing fire from spreading to upper or lower levels. Also, its gently curved bottom side is formed to reflect sunlight moderately and to take in solar energy to the maximum extent. Incidentally, because the air conditions, including the wind velocity, vary according to the altitude, there is a difference in size between the "fish-mouths" above the 16th floor and those below it.

As a matter of course, exhaustive studies were performed until the form of the "fish-mouth" was finally determined.

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3.6 Environmental Controls

Environmental conditions are managed by Building Management Systems (BMS) technology, with a single control panel in every room enabling light, temperature, facade and sun protection to be adjusted to individual requirements. Integrated ceiling elements set into the concrete soffits are also multifunctional, incorporating low-energy lighting and a water-flushed pipework system for cooling, as well as smoke alarms and sprinkler systems.

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4. Studies of Natural Ventilation

4.1 Wind Condition

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Wind velocities are measured at the local weather station. Winds are predominantly from the south, the south west, and the west, with a mean wind velocity (from KIN 4710) of 4.0m/s.

Due to the difference in height, wind profiles near the skyscraper & the meteorological conditions at several levels were further investigated. 

  • At height 110m: wind velocities exceed by approximately 20%
  • At height 60m: wind velocities exceed by approximately 5% (used as data for simulation of the cross-ventilation)

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4.2 Building Aerodynamics

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Wind pressure coefficients were determined in a wind tunnel study for the stimulation. The qualitative course of pressure distribution on the cylindrical exterior from 4 directions was recorded in the figure on the left.

The result of the wind tunnel test showed a marked pressure differences (+1.0 to -2.3), which would lead to an intensive cross-ventilation.

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4.3 Facades

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The double skin facade is intended to maintain floor by floor separation with the help of horizontally arranged dividers. To prevent exhaust-air influx into the lower floors, the exhaust louvre is diagonal in relation to the intake louvre.

With regard to the lateral dividers, the following variations were studied:

  • box windows

Vertical dividers in the facade seal the individual axes from one another and dampen the sound carried within the facade cavity, in effect creating a box window. (see facade structure.jpg)

  • perimeter double-leaf facade with two sectors

When a vertical divider is not used, the facade is only divided into separate sectors (NE and SW skin) by the two elevator shafts. Within these two sectors, the air taken in through the facade can flow in the direction of the perimeter of the building. (see section.jpg)

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 4.4 Reduction of Wind Pressures

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Without vertical dividers, the wind pressure can be partially reduced through free air movement in the direction of the building circumference in t he double facade cavity. The pressures inside the perimeter facade are essentially defined by the relation of the flow resistances for the ventilation louvres and by the facade cross-ventilation.

From the resulting figures, it is clear that the wind pressure differences acting in the cavity can be reduced by 50% during easterly wind in comparison with results given for the box window variation.

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4.5 Natural Cross-Ventilation

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The final simulation reproduces natural cross-ventilation, based on the pressure coefficients resulting from the wind-tunnel test. To simulate Cross-ventilation, observations were made of the following opening situations for easterly wind at an average velocity of 4m/s:

  • in each office: one open sliding window
  • in two windward offices (opening to the NE facade) and in one office located at the negative pressure peak (on the NE envelope): one sliding window each
  • in one windward office (facing the NE facade): one sliding window: in the negative pressure area (facing the SW facade) three offices have opened windows

The result of comparing the air-change behaviour in the opening situations under observation for the perimeter facade (double-leaf) and the box window variation is recorded in the figure on the left. (The numbers on the diagrams represent hourly air-change rates due to natural cross-ventilation).

  • Box Windows

(Refer to the diagram on the left, 1st column, top) When all sliding windows are opened, the air-change rate decreases proportionately. Offices near the dynamic pressure and at the negative pressure peak are most strongly cross-ventilated, while offices at the SW envelope are less strongly cross-ventilated.

(1st column, middle) When sliding windows are opened in windward offices and in the office at the negative pressure peak (middle figure), the air-change rates are predictably high, since these are the areas where the maximum wind pressure differential has its greatest impact.

(1st column, bottom) The peak value is lower, since the pressure difference between the maximum at the NE envelope and the negative pressure area in the SW envelope is not as defined as in the windward tract.

  • Perimeter Double-Leaf Facade

(2nd column, top) In contrast to the box-type windows, when windows are opened on all sides in this configuration, the air-change rates are higher in both building envelopes since the intake and exit air respectively, of an office can enter/leave through several louvres whereas, for box-type windows, this is possible only through the opening louvre within the grid line, because of the divider.

(2nd column, middle) When only some sliding windows are opened to the inner facade, the air-change rates are higher than observed for all-round opened sliding windows, since the outer air can flow more strongly across all air louvres of a facade segment towards the windows.

(2nd column, bottom) When office windows are opened in opposite envelopes, the room ventilation is almost double that observed when box windows are used. The air-change rates are less, despite the opposite envelopes, because a complete pressure balance is not achieved inside the NE envelope and high pressure differences remain. The intensive air exchange between the two sectors can be counteracted by closing office doors.

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4.6 Influence of Window Opening

Occupants can lessen the opened gap of the sliding door to manipulate the cross-ventilation in the room and to adjust it to their comfort level. It has been observed that a reduction of air change is possible when the gap is reduced for both the perimeter facade with two sectors and for box-type windows. The reduction is stronger in the former case, because of the pressure balance created by the facade cavity.

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4.7 Door Opening Forces

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When office doors are kept closed, cross-ventilation is very limited. However, the wind pressures on the outer envelope of the building also affect the offices, exerting pressure on the office doors and hence increasing door-opening forces. 

The following criteria were used to evaluate the forces acting upon doors:

  • door-opening forces should not exceed 40N (corresponds to 4kg) for continued operation
  • intermittent door-opening forces up to 60N are tolerable
  • the top limit for openability is a force of 100N

Furthermore, the evaluation was based on the assumption that no door closers would be used. When doors are equipped with closers, the opening forces would be exponentially increased by the door-closing force, whenever the operative directions of pressure force and door closers coincide.

  • Box Window

Test results for the box-type window were predictably poor. The flow resistance at the air slits is similar to that of the office door joints and can therefore only partially relieve the force acting upon the office doors. 

  • Perimeter Double-Leaf Facade

The resulting peak value of the door-opening force is only half that established for the box-type window. The opening situation with two windward side offices and one office near the negative pressure peak at the NE envelope clarifies the pressure decrease within one sector of the perimeter facade. The situation becomes more critical when windows in offices on both opposite sectors are open. The double-leaf facade with two perimeter sectors yields better results that does the box-type window configuration. This can be understood as a result of the simultaneous effect of the dynamic pressure and the negative pressure peak on a built envelop, so that the inner pressures in both envelopes are nearly identical. The remaining door-opening forces could be even further reduced by closing individual office doors.

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4.8 Operating Restrictions in Natural Ventilation

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Prediction can be made on how frequently natural ventilation may be restricted because of increased door-opening forces or draughts in a typical year. In the 1st scenario, windows and office doors can be opened in the observed office space and in all other offices; and in the other, doors and windows can be opened only in the office space observed and in one other office.
  • Door-Opening Forces in Office Rooms

(referring to the diagram on the left, top & middle) The result exhibit certain differences for both variations of facade design, i.e. for the door-opening forces and for the air-change rates. These differences, however, are not excessive the thus give a fair representation of typical values. For box-type windows, door-opening forces above 60N may occur, in extreme cases, in Office 6 for approximately 9.5% of the total operating period. for the perimeter facade, this occurs only approximately 3% of the time in Office 1. Door-opening forces above 100N should be avoided completely. All the same, They are likely to occur for box-type windows, for 3.5% of the total operating period and for the perimeter facade for only 0.5%. In both cases, the highest values are to be found on the SW envelope. for the perimeter facade, the conditions could be improved by closing individual corridor doors. 

  • Air-Change Rates in Offices

The result of the frequency of air-change rates higher than 25ac/h caused by natural cross-ventilation is recorded at the bottom of the left diagram.

In general, office air-change rates are slightly lower for the box-type window variation than for the perimeter facade scenario. Office air-change rates above 25/h can occur with thebox-type window for approximately 50% of the total operating period (58% for perimeter facade). Air-change rates above 200 are practically impossible in both scenarios. These observations apply to a standard floor plan with individual offices. For plan offices, the perimeter facade yields better results.

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4.9 Summer Temperatures Inside the Facade

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The fluctuation of summer temperatures inside the double-leaf facade is important in relation to window ventilation and the transfer heat rate of the offices. In the simulation, an automatic shading device was installed which closes when the solar incidence reaches 250 W/m2.
  • Facade Temperature Development in the Course of a Day

(refer to the 1st diagram on the left, top) During calms, the temperature conditions in the box-type window and the perimeter facade are comparable. In the NE envelope, the temperature peaks at 36oC; in the SW envelope, at 42oC. Inside the perimeter facade, the maximum temperatures are somewhat offset in the direction of the perimeter.

(1st diagram, bottom) It's a completely different picture for average wind velocities. The intensive cross-flow on the perimeter facade significantly decreases temperatures. In the NE envelope, temperatures for both facade variations peak at 32oC; in the SW envelope, they range from 36.0 to 39.5oC (box-type window) and 33.5 to 37.5oC (perimeter facade).

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  • Facade Ventilation Development in the Course of a Day

(refer to the 2nd diagram on the left, top) During calms, both variations exhibit almost identical thermal ventilation, where intake air flows through the lower slit and exit air through the upper slit. 

(2nd diagram, bottom) For oncoming wind, the outside air, in the case of the perimeter facade, flows into the building on the windward side the exits the building on the leeside. The more intensive cross-ventilation for the perimeter facade has a positive effect on natural ventilation so that some odour may be transported in the direction of the perimeter.

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  • Increased Temperatures in the Course of a Year

There are noticeable advantages for the perimeter facade with temperature increased.

(diagram on the left, top) In the NE section, depending upon orientation, temperatures rise above 30oC for 3 to 40 hours for box-type windows and 3 to 30 hours for perimeter facades, and temperatures rise above 26oC for 50 to 150 hours for box-type windows and 50 to 130 hours for perimeter facades.

(diagram on the left, bottom) In the SW section, the differences are even more evident. Temperatures above 30oC can be expected for 10 to 70 hours for box-type windows and 10 to 40 hours for perimeter facades, and temperatures above 26oC for 85 to 180 hours for box-type windows and 85 to 125 hours for perimeter facades during the operating period.

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5. References

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