EP1803872A1 - Gebäude aus Betonelementen und Herstellungsverfahren - Google Patents

Gebäude aus Betonelementen und Herstellungsverfahren Download PDF

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Publication number
EP1803872A1
EP1803872A1 EP05028686A EP05028686A EP1803872A1 EP 1803872 A1 EP1803872 A1 EP 1803872A1 EP 05028686 A EP05028686 A EP 05028686A EP 05028686 A EP05028686 A EP 05028686A EP 1803872 A1 EP1803872 A1 EP 1803872A1
Authority
EP
European Patent Office
Prior art keywords
concrete
compact secondary
substation according
panels
secondary substation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP05028686A
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English (en)
French (fr)
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EP1803872B1 (de
Inventor
Carsten Thrue
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ABB Technology AG
Original Assignee
ABB Technology AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ABB Technology AG filed Critical ABB Technology AG
Priority to AT05028686T priority Critical patent/ATE483869T1/de
Priority to EP05028686A priority patent/EP1803872B1/de
Priority to DE602005024034T priority patent/DE602005024034D1/de
Priority to CN2006101683735A priority patent/CN1991111B/zh
Publication of EP1803872A1 publication Critical patent/EP1803872A1/de
Application granted granted Critical
Publication of EP1803872B1 publication Critical patent/EP1803872B1/de
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
    • E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
    • E04H5/04—Transformer houses; Substations or switchgear houses

Definitions

  • the present invention relates to a concrete structure, for example a transformer station.
  • CCS Compact Secondary Substations
  • concrete material is in general a well known concept.
  • the material is preferred because of its weather ability, structural properties, design possibilities, fire properties and it's generally well known properties within the building industry.
  • doors and the hinging of doors is often a problem within CSS Concrete buildings.
  • the doors are made as a concrete filled pre-welded steel frame, resulting in a heavy construction with substantial loads on hinges as consequence.
  • foundation plates in the lower parts of the building are demounted in order to allow cables to be mounted and others.
  • the mounting of the foundation plates which are most often produced in galvanised steel, requires inserts or similar in the concrete parts allowing mounting and demounting. Quite often this is resulting in tolerance problems, or quite complex designs that eliminate tolerance problems.
  • a compact secondary substation for an electrical apparatus such as a transformer, comprising a foundation plate, two concrete panels provided as walls on opposites sides of the foundation plate and fastened to the foundation plate, a roof covering the space between the two concrete panels and optionally fastened to the panels, a gable at each end of the substation, wherein at least one of the gables is made of sheet metal parts and comprises a door entrance.
  • a method for providing a Compact Secondary Substation comprises moulding two concrete panels as walls, providing a foundation plate and a roof, erecting the two panel on opposite sides of the foundation plate, fastening the panels to the foundation plate and connecting the roof to the top of the two panels, providing end gables at each end of the substation, wherein at least one of the gables is made of sheet metal parts and comprise a door entrance.
  • the moulding of one of the two concrete panels comprises providing a flat bedplate as moulding surface, erect mould sides on the bedplate to define edges of the panel and openings in the panel, fill concrete into the mould and remove the mould sides and the bed plate after concrete hardening.
  • the erect mould sides may for example be chipboard sides.
  • Pre-cast concrete panels according to the invention are easy to manufacture, for example as flat walls. They can be made without the necessity of a pre-manufactured mould, using only a flat bedplate as moulding surface. Chipboard sides may be erected on the bedplate, creating a one-off mould that eventually is torn apart when the concrete panel is de-moulded. Reinforcements, inserts and other parts to be moulded into the concrete panel are placed with coarse tolerances before the mould is filled with concrete.
  • a Concrete CSS can be erected. Moulded into the different concrete panels creating the overall structure a number of welding plates allows the concrete panels to be welded together.
  • the substation in a preferred embodiment is a transformer house with at least a first and a second room, wherein the first room contains the high voltage part of the electricity, namely a high voltage equipment and the second room contains the low voltage part of the electricity, namely a low voltage equipment.
  • the substation may also contain a third room for the transformer. Consisting of a minimum of three different rooms - the low voltage room, the high voltage room and the transformer room - the overall layout of a CSS can be made simple. Each of the gable ends of the housing may be made entirely of sheet metal parts, allowing full access to the electrical equipment in the low voltage and the high voltage rooms. In the middle of the CSS the transformer may be placed, with access through ventilation doors integrated in the concrete panels. When installing the transformer, the roof can be lifted off the structure.
  • Lightweight components are defined as components that do not load its supporting structure - the concrete panel - with substantial forces. The magnitude of these forces may vary from application to application and should be defined more specifically in each case.
  • the support of lightweight components includes threaded inserts to be placed correctly on the concrete panel mould, or similar steel part devices especially prepared for each application.
  • steel parts are typically not following a standard, but are usually manufactured from application to application. Often, the steel parts are produced locally at the concrete panel manufacturer, who is normally handling the steel reinforcements used in concrete panels. The result is generally improvised solutions, costly and inappropriate steel parts.
  • the most commonly seen device is a flat, massive steel plate with threads added to the side placed against the concrete panel mould.
  • the compact secondary substation according to the invention may have an embodiment wherein the concrete panels of the substation comprise first profiles constituting first metallic welding plates partly integrated in the concrete panels and wherein the foundation plate comprises second profiles for welding connection between the panels and the foundation plate.
  • the compact secondary substation according to the invention may have an embodiment wherein at least one of the concrete panels of the substation comprises a second profile constituting a door frame moulded into the concrete panel.
  • the compact secondary substation according to the invention may have an embodiment wherein the first profile or the second profile or at least one are generally U shaped or C-shaped with a base and a first and a second part extending laterally from opposite edges of the base to form the legs of the U shaped or C-shaped cross section, wherein the first part has a row of segments resembling a teeth-like structure along the edge of the base and the second part extends into a third part that is bend at an angle relatively to the second part.
  • the lightweight components require more than one connection point to the supporting structure, meaning that position tolerances between two connection points becomes critical.
  • the upper and lower hinge of the door should be attached in a way securing the door to open and close correctly. If the interrelated distances between the two hinges are not having narrow tolerances, the door would never work properly.
  • the compact secondary substation may advantageously contain a profile for embedding in the concrete panel during moulding, the profile having a cross section which is generally U shaped or C-shaped with a base and a first and a second part extending laterally from opposite edges of the base to form the legs of the U shaped or C-shaped cross section, wherein the first part has a row of segments resembling a teeth-like structure along the edge of the base and the second part extends into a third part that is bend at an angle relatively to the second part.
  • the design of the part allows usage on edges of concrete panels as well as anywhere on the concrete panel sides. This universal usage is important, since it offers maximum flexibility to the concrete panel designer without compromising an industrialized solution with respect to production, using one pre-manufactured type of welding plate generally.
  • the welding plate may be used on both sides of the concrete panels, along edges and on plane surfaces.
  • the profile is easy to manufacture at low cost, implies a high degree of flexibility to the concrete panel designer, and can withstand a high tearing strength when embedded in the concrete structure.
  • it is suited as welding plates in order to fasten concrete panels to foundation plates of compact secondary substation, such as transformer houses.
  • Other applications are as door frames moulded into concrete panels, for example as used in compact secondary substation, such as transformer houses.
  • the base is flat and the first and the second part extend laterally at a right angle from the base.
  • the end parts of the segments are bent at an angle.
  • Each of the segments may have at least one hole.
  • the gaps between the segments may be adapted in accordance with a net mask size of a metal net used for reinforcement of the concrete structure.
  • the third part may have a row of holes along the base in order to accommodate concrete inside these holes.
  • the third part has other segments in a teeth-like structure.
  • the gaps between the other segments are adapted in accordance with a net mask size of a metal net used for reinforcement of the concrete structure.
  • Each of the segments may, for instance, have one of the other segments as a counterpart with equal distances from one end of the profile.
  • the third part may be bent at an angle of between 25 and 65 degrees, preferably between 25 and 55 degrees, for example bent at an angle of around 45 degrees.
  • the base is more than two times and less than 5 times, for example around 3 times, wider than the height of the legs of the U-shaped or C-shaped cross section.
  • the length of the base may be at least 2 times larger than its width, for example around 3 times its width.
  • Such a profile may be made of a bent sheet of metal.
  • the profile illustrated as part of a combination may as well be used independently of a substation, as the profile is of a general nature and may be used for other types of concrete panels than the one described in the foregoing.
  • FIG. 1 shows a compact secondary substation 30 for an electrical apparatus, such as a transformer, comprising a foundation plate 31, two concrete panels 32, 33 provided as walls on opposites sides of the foundation plate 31 and fastened to the foundation plate, a roof 34 covering the space 35 between the two concrete panels 32, 33 and connected to the panels 32, 33.
  • an electrical apparatus such as a transformer
  • the concrete panels 32, 33 are provided with openings 36, 37 into which ventilation doors 38, 39 as shown in FIG.2 and FIG. 5 can be mounted.
  • the transformer 43 is shown in greater detail in FIG. 4.
  • a gable 40, 41 at each end of the substation 30 is made of sheet metal parts and comprises a door 42 entrance.
  • the substation 30 in form of a transformer house is provided with at least a first room 44 and a second room 45.
  • the first room 44 contains the high voltage part of the electricity and the second room 45 contains the low voltage part of the electricity.
  • the substation also contains a third room 46 for a transformer 43. Consisting of a minimum of three different rooms - the high voltage room 44, the low voltage room 45 and the transformer room 46 - the overall layout of a CSS can be made simple.
  • the transformer 43 is shown in greater detail in FIG. 4 illustrating high voltage connections 47 and low voltage connections 48.
  • the concrete panels 32, 33 as shown in FIG. 1 are fastened to the foundation plate 31 and to the gables by welding plates 1.
  • a welding plate is shown in greater detail in FIG. 6 through FIG. 10.
  • FIG. 6 is an image of a profile/welding plate 1 in a first embodiment suited as a welding plate in a substation according to the invention.
  • the profile is generally U shaped with a straight base 2 and a first 3 and a second part 4 extending laterally from opposite edges 5, 6 of the base 2 to form the legs 7, 8 of the U shaped or cross section, which is illustrated by the end section in FIG. 7.
  • the profile 1 has a length L, a width W and a height H.
  • the first part 3 has a row of segments 9 resembling a teeth-like structure along the edge 6 of the base 2 with gaps 13 between the segments.
  • the second part 4 extends into a third part 10 that is bent at an angle 11 relatively to the second part 4.
  • the third part 10 is angled at 45 degrees relatively to the second part 4.
  • the third part 10 comprises other segments 12 matching the row of segments 9 from the first part 3 of the U-shape. This row of other segments 12 is angled 45 degrees inwards in the cross section, in order to minimize the circumscribed circle.
  • the length L of the profile is approximately three times the width W of the profile.
  • the base 2 of the U-shape has a width W which is approximately three times wider than the height of the U-shape side.
  • accurate dimensions of the profile can vary from application to application, as well as the ratios mentioned.
  • the steel part 4 is suited for use around a corner 14 of a concrete panel 15, as illustrated in FIG. 8, which can be useful in some applications.
  • the height H of this second part 4 of the welding plate 1 and the gaps 13 between the other segments 12 is chosen with respect to the environmental class of the overall concrete structure. As illustrated in FIG. 9, the height may be chosen to allow the normally used reinforcement net 16 to be placed on top of the welding plate with the net extending through the gaps 13.
  • the gaps 13 between the teeth-like segments 9 in the welding plate are chosen in accordance with the net mask size.
  • FIG 10. A further application is illustrated in FIG 10.
  • the tearing strength of the welding plate 1 according to the invention can be improved by through-going reinforcement steels 17 using the holes 19 placed in the segments 9 in the welding plate 1. Size and exact position of these holes can vary from application to application. If no through-going reinforcement steels are used, the holes 19 add to increased tearing strength allowing the liquid concrete to fill the void.
  • the thickness of the welding plate 1 is chosen in accordance with the chosen manufacturing method, which is foreseen to be sheet steel bending machine based. With this commonly used production method, a cheaper device can be manufactured, and a more accurate production is possible, compared to welding methods. This increases the quality of the assembly method, since some device uncertainties are removed.
  • FIG. 11 illustrates a second embodiment of a profile 1' according to the invention, namely a door frame profile. Taking an approach from a sheet metal manufacturing point of view, the design of a door frame profile is done by machining and bending of a piece of sheet metal.
  • a C-shaped cross section is used as basis for the device, best seen on FIG. 13.
  • a first part 3 of the C-shaped profile 1' comprises segments 9 as a row of teeth which have end parts 18 that are bent at an angle relative to the first part 3.
  • the teeth-like segments 9 are included in the geometry for tearing strength purposes, allowing the liquid concrete to fill the void under the bent end part of the sheet metal flange 3.
  • the base 2 of the C-shape is made several times wider than the height of the first 3 and second part 4 of the C-shape.
  • this base flange 2 a pattern of holes, threads or similar can be pre-manufactured in the base 2 for later mounting purposes.
  • the second part of the C-shape is higher, topped by an inward bended third part 11 with large holes 21.
  • This third part 11 is incorporated as a flange in the geometry for tearing strength purposes, allowing the liquid concrete to anchor the door frame profile 1' during the distribution in the concrete panel 15 mould.
  • a cellular foam 22 for example self-adhesive, of EPDM or similar as shown in the cross sectional view of FIG. 14, the pre-manufactured pattern on the inner side 23 is kept free of concrete. Only the teeth-like segment section 24 as well as the inward bended third part 10 is in contact with the concrete, serving as load bearing parts of the profile 1.
  • penetration is possible for screws, rivets or similar.
  • the design of the door frame profile 1' allows usage on edges of concrete panels 15 as illustrated in more detail in FIG. 15, as well as anywhere on the concrete panel sides. This universal usage is important, since it offers maximum flexibility to the concrete panel designer. Most commonly a door frame profile 1' would be used along one of the concrete panel 15 edges 14, hence making positioning easy since the base part 2 can be placed up against a mould side.
  • the profile illustrated as part of a combination may as well be used independently of a substation, as the profile is of a general nature and may be used for other types of concrete panels than the one described in the foregoing.
  • a method for providing a Compact Secondary Substation 30 comprises moulding two concrete panels 32,33 as walls, providing a foundation plate 31 and a roof 34, erecting the two panel 32,33 on opposite sides of the foundation plate 31, fastening the panels to the foundation plate and connecting the roof 34 to the top of the two panels, providing end gables 40,41 at each end of the substation 30 , wherein at least one of the gables is made of sheet metal parts and comprise a door 42 entrance.
  • the moulding of one of the two concrete panels 32,33 comprises providing a flat bedplate as moulding surface, erect mould sides on the bedplate to define edges of the panel and openings in the panel, fill concrete into the mould and remove the mould sides and the bed plate after concrete hardening.
  • the erect mould sides may for example be chipboard sides.
  • substation 30 with concrete panels 32,33 as walls is of a general nature and may be constructed without the profile of the invention.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Power Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Securing Of Glass Panes Or The Like (AREA)
  • Panels For Use In Building Construction (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP05028686A 2005-12-29 2005-12-29 Gebäude aus Betonelementen und Herstellungsverfahren Active EP1803872B1 (de)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AT05028686T ATE483869T1 (de) 2005-12-29 2005-12-29 Gebäude aus betonelementen und herstellungsverfahren
EP05028686A EP1803872B1 (de) 2005-12-29 2005-12-29 Gebäude aus Betonelementen und Herstellungsverfahren
DE602005024034T DE602005024034D1 (de) 2005-12-29 2005-12-29 Gebäude aus Betonelementen und Herstellungsverfahren
CN2006101683735A CN1991111B (zh) 2005-12-29 2006-12-27 混凝土结构

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP05028686A EP1803872B1 (de) 2005-12-29 2005-12-29 Gebäude aus Betonelementen und Herstellungsverfahren

Publications (2)

Publication Number Publication Date
EP1803872A1 true EP1803872A1 (de) 2007-07-04
EP1803872B1 EP1803872B1 (de) 2010-10-06

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EP05028686A Active EP1803872B1 (de) 2005-12-29 2005-12-29 Gebäude aus Betonelementen und Herstellungsverfahren

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EP (1) EP1803872B1 (de)
CN (1) CN1991111B (de)
AT (1) ATE483869T1 (de)
DE (1) DE602005024034D1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104088488A (zh) * 2014-05-21 2014-10-08 浙江电联通信机房工程技术有限公司 一种移动式特种复合板基站堡

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7009954U (de) * 1970-03-18 1970-06-18 Driescher Spezialfab Fritz Transformatorstation aus fertigbauteilen.
DE7007094U (de) * 1970-02-26 1970-07-09 Steinheider & Kaiser Bauausfue Transformatorenstationsgebaeude aus einzelnen stahlbetonelementen.
DE3729793A1 (de) * 1986-09-11 1988-03-31 Betonbau Gmbh Netzstationsgebaeude
US5242249A (en) * 1991-08-12 1993-09-07 Mmi Products Pre-cast panel lifting insert
EP0563436A1 (de) * 1992-03-31 1993-10-06 Betonbau GmbH Transportable Raumzelle und Verfahren zum herstellen einer Raumzelle
DE10001621A1 (de) * 2000-01-17 2001-10-31 Beton Elemente Und Baustoffwer Bausatz für ein (Kompakt-)Stationsgebäude

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2723591B1 (de) * 1977-05-25 1978-11-02 Hof Betonwerk Fertigbauwerk
BE1012646A3 (nl) * 1996-10-11 2001-02-06 Lithobeton Nv Hoogspanningscabine.
DE29624387U1 (de) * 1996-12-07 2002-12-19 Driescher Spezialfab Fritz Verteilungs- und/oder Umspannstation
ES2157770B1 (es) * 1999-03-24 2002-03-01 Schneider Electric Espana Sa "centro de transformacion para redes electricas".
DE10002630A1 (de) * 1999-12-10 2001-06-13 Betonbau Gmbh Umspannstation

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7007094U (de) * 1970-02-26 1970-07-09 Steinheider & Kaiser Bauausfue Transformatorenstationsgebaeude aus einzelnen stahlbetonelementen.
DE7009954U (de) * 1970-03-18 1970-06-18 Driescher Spezialfab Fritz Transformatorstation aus fertigbauteilen.
DE3729793A1 (de) * 1986-09-11 1988-03-31 Betonbau Gmbh Netzstationsgebaeude
US5242249A (en) * 1991-08-12 1993-09-07 Mmi Products Pre-cast panel lifting insert
EP0563436A1 (de) * 1992-03-31 1993-10-06 Betonbau GmbH Transportable Raumzelle und Verfahren zum herstellen einer Raumzelle
DE10001621A1 (de) * 2000-01-17 2001-10-31 Beton Elemente Und Baustoffwer Bausatz für ein (Kompakt-)Stationsgebäude

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104088488A (zh) * 2014-05-21 2014-10-08 浙江电联通信机房工程技术有限公司 一种移动式特种复合板基站堡
CN104088488B (zh) * 2014-05-21 2016-11-16 浙江电联通信机房工程技术有限公司 一种移动式特种复合板基站堡

Also Published As

Publication number Publication date
EP1803872B1 (de) 2010-10-06
ATE483869T1 (de) 2010-10-15
CN1991111A (zh) 2007-07-04
CN1991111B (zh) 2010-05-19
DE602005024034D1 (de) 2010-11-18

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