EP0570373A1 - A building structure, particularly a road bridge structure. - Google Patents
A building structure, particularly a road bridge structure.Info
- Publication number
- EP0570373A1 EP0570373A1 EP91919294A EP91919294A EP0570373A1 EP 0570373 A1 EP0570373 A1 EP 0570373A1 EP 91919294 A EP91919294 A EP 91919294A EP 91919294 A EP91919294 A EP 91919294A EP 0570373 A1 EP0570373 A1 EP 0570373A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- blocks
- building structure
- membrane
- course
- anchorage
- 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
Links
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 239000012528 membrane Substances 0.000 claims abstract description 15
- 239000010426 asphalt Substances 0.000 claims abstract description 7
- 239000007788 liquid Substances 0.000 claims abstract description 7
- 239000000853 adhesive Substances 0.000 claims abstract 2
- 230000001070 adhesive effect Effects 0.000 claims abstract 2
- 239000011800 void material Substances 0.000 claims abstract 2
- 239000004576 sand Substances 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 8
- 230000035515 penetration Effects 0.000 claims description 3
- 239000004566 building material Substances 0.000 claims 1
- 238000011065 in-situ storage Methods 0.000 claims 1
- 238000000034 method Methods 0.000 claims 1
- 229920000136 polysorbate Polymers 0.000 claims 1
- 230000008093 supporting effect Effects 0.000 abstract description 3
- 230000000149 penetrating effect Effects 0.000 abstract 2
- 239000004744 fabric Substances 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
- E01D19/083—Waterproofing of bridge decks; Other insulations for bridges, e.g. thermal ; Bridge deck surfacings
Definitions
- a building structure particularly a road bridge struc ⁇ ture.
- the invention relates to a building structure of the kind set forth in the introductory part of claim 1.
- a particularly important field of use of such a build ⁇ ing structure is for road bridges, where the lower part consists of a supporting beam of reinforced concrete covering a span of the bridge, while the upper part serves to carry the traffic and to transfer both verti ⁇ cal and horizontal forces resulting from the traffic to the lower part.
- the invention will in the following be described with particular reference to that field of use, but it will be realized that the invention may likewise be used for other building structures where similar problems exist.
- a building structure of the kind referred to is known from PCT/DK 90/00211.
- An important feature of that structure is that the membrane is practically not sub ⁇ jected to shearing or tearing stresses, because hori ⁇ zontal forces resulting from changes of speed and di ⁇ rection of vehicles driving and anoeuvering on the bridge are transferred to the anchorage blocks of the lower part in a direction perpendicular to the mem ⁇ brane portions covering the flanks of the anchorage blocks.
- the upper part comprises a continuous layer of re-inforced concrete moulded on top of the membrane and forming the recesses to accomodate the hood-clad anchorage projections of the lower part.
- cracks may be formed in such a layer when the lower part undergoes elastic vibrations under the traffic load.
- the cracks are enlarged because the concrete is crushed and crumbles along the edges of the cracks, whereby the lifetime of the upper part can become unsatisfactory without, however, impairing the safeguard against penetration of liguids into the lower part of the structure.
- the concrete poured into the voids of the course of pavement blocks may be of a type expanding in the pro ⁇ cess of setting, in order to obtain a closer fit of the concrete against the inner and outer contours of the voids, i.e. between the hood portions covering the flanks of the anchorage blocks, and the side faces of surrounding pavement blocks.
- a sand filling material of relatively uniform grain size such as beach sand, which, when compressed, has a much higher pore volume than multi-grade sand, and a correspondingly higher penetrability to liquids, and is therefore more suit- able for draining off liquids collecting on the free surface of the upper part.
- the pavement blocks are laid on a thin layer of the same sand material spread on the upper surface of the membrane or a hydrophilic layer placed on top of the membrane in the same manner as disclosed in PCT/DK 90/00211.
- the upper surface of the course of pavement "blocks, in ⁇ cluding the surface of the concrete filling the voids, is in itself capable of carrying traffic, even heavy load traffic, such as service traffic during the con ⁇ struction period.
- the free sur- face of the structure assumes the character of a normal road surface, and besides the asphalt has the function of locking the pavement blocks against acci ⁇ dental lifting or tilting under the influence of high speed traffic.
- Fig. 1 is a partial vertical section through a build ⁇ ing structure according to one embodiment of the inven ⁇ tion
- Fig. 2 is a horizontal section along the line II-II in Fig. 1.
- a liquid impervious membrane 1 is loosely laid out on the upper surface of a reinforced concrete beam 2.
- Anchorage blocks 3 of a solid strong material are bolted to the upper surface of beam 2 and are covered with hoods 4 of the membrane material having horizontal collars 5 which are sealed to the membrane cloth 1.
- a draining mat 6 of hydrophilic material is placed on top of the membrane cloth 1.
- On the top of the draining mat a course of concrete pavement blocks 7 are laid in a thin layer of beach sand (not shown) .
- the joints 8 between the pavement blocks are likewise filled with beach sand.
- the pavement blocks 7 are of the well-known type having zig-zag contour portions fitting together in a firm bonding pattern, such as the product marketed under the trade-name of SF pave ⁇ ment blocks.
- Pavement blocks 7 are omitted in areas around each hood-clad anchorage block 3,4 so as to form voids which are filled with concrete 9 which may be of the expanding type to establish a particularly close fit between the hood-clad anchorage blocks 3-4 and the surrounding pavement blocks 7.
- a layer of asphalt 10 is laid on top of the pavement blocks and the surface of the concrete 9 filling the voids.
- This layer adheres to the pavement blocks and thereby locks these against accidental lifting or tilting under the influence of high-speed traffic, as previously mentioned.
- the avoidance of lifting or tilting of the blocks therefore does not depend on the thickness and weight of the pavement blocks 7. These can therefore be made considerably thinner and lighter than in a pavement laid on a gravel bed.
- the consequent reduction of the gravity of the pavement is particu ⁇ larly important in the case of bridge structures.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
- Road Signs Or Road Markings (AREA)
- Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
- Medicines Containing Plant Substances (AREA)
- Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK238690A DK238690D0 (en) | 1990-10-03 | 1990-10-03 | COURSE CONSTRUCTION |
DK2386/90 | 1990-10-03 | ||
PCT/DK1991/000302 WO1992006246A1 (en) | 1990-10-03 | 1991-10-02 | A building structure, particularly a road bridge structure |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0570373A1 true EP0570373A1 (en) | 1993-11-24 |
EP0570373B1 EP0570373B1 (en) | 1995-05-03 |
Family
ID=8112022
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP91919294A Expired - Lifetime EP0570373B1 (en) | 1990-10-03 | 1991-10-02 | A building structure, particularly a road bridge structure |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP0570373B1 (en) |
AT (1) | ATE122117T1 (en) |
AU (1) | AU8662591A (en) |
DE (1) | DE69109497T2 (en) |
DK (2) | DK238690D0 (en) |
FI (1) | FI93564C (en) |
NO (1) | NO179620C (en) |
WO (1) | WO1992006246A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005064083A1 (en) | 2003-12-30 | 2005-07-14 | Thygesen Soeren | Layered construction |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101824796B (en) * | 2010-04-27 | 2011-12-21 | 江苏法尔胜新日制铁缆索有限公司 | All-sealed vibration damping and water preventing device with large regulating quantity |
CN113916689B (en) * | 2021-10-27 | 2023-09-19 | 北京建筑大学 | Method for determining strength of waterproof bonding layer paved on polymer concrete steel bridge deck |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE563835C (en) * | 1932-11-10 | Otto Seidler | Street paving made of artificial stones supported on pillars | |
CH424846A (en) * | 1965-09-17 | 1966-11-30 | Etasa Ag | Method for attaching a drainage and ventilation element to a concrete slab with a cover layer and means for practicing the method |
DE2543243C2 (en) * | 1975-09-27 | 1985-04-25 | Dyckerhoff & Widmann AG, 8000 München | Bridge structure with slidingly supported on the superstructure and without interruption over this traffic route |
DE3043633C2 (en) * | 1980-11-19 | 1982-08-19 | Willibald 7060 Schorndorf Luber | Device for draining concrete bridge seals |
DE3244413A1 (en) * | 1982-12-01 | 1984-07-12 | Rhein-Lippe Straßen- und Tiefbau GmbH, 4300 Essen | Method for constructing or renewing the roadway surface of reinforced-concrete bridges |
AU6295490A (en) * | 1989-08-21 | 1991-04-03 | Soren Thygesen | A building structure, particularly a road bridge structure, and a method of making such a building structure |
-
1990
- 1990-10-03 DK DK238690A patent/DK238690D0/en not_active Application Discontinuation
-
1991
- 1991-10-02 AU AU86625/91A patent/AU8662591A/en not_active Abandoned
- 1991-10-02 DE DE69109497T patent/DE69109497T2/en not_active Expired - Fee Related
- 1991-10-02 EP EP91919294A patent/EP0570373B1/en not_active Expired - Lifetime
- 1991-10-02 DK DK91919294.8T patent/DK0570373T3/en active
- 1991-10-02 AT AT91919294T patent/ATE122117T1/en not_active IP Right Cessation
- 1991-10-02 WO PCT/DK1991/000302 patent/WO1992006246A1/en active IP Right Grant
-
1993
- 1993-03-26 NO NO931130A patent/NO179620C/en unknown
- 1993-04-01 FI FI931473A patent/FI93564C/en not_active IP Right Cessation
Non-Patent Citations (1)
Title |
---|
See references of WO9206246A1 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2005064083A1 (en) | 2003-12-30 | 2005-07-14 | Thygesen Soeren | Layered construction |
Also Published As
Publication number | Publication date |
---|---|
FI93564B (en) | 1995-01-13 |
DE69109497D1 (en) | 1995-06-08 |
DE69109497T2 (en) | 1996-01-11 |
AU8662591A (en) | 1992-04-28 |
NO179620C (en) | 1996-11-13 |
DK0570373T3 (en) | 1995-10-09 |
EP0570373B1 (en) | 1995-05-03 |
ATE122117T1 (en) | 1995-05-15 |
FI931473A (en) | 1993-04-01 |
FI931473A0 (en) | 1993-04-01 |
WO1992006246A1 (en) | 1992-04-16 |
NO931130D0 (en) | 1993-03-26 |
FI93564C (en) | 1995-04-25 |
DK238690D0 (en) | 1990-10-03 |
NO931130L (en) | 1993-03-26 |
NO179620B (en) | 1996-08-05 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5024554A (en) | Bridge joint construction | |
US3932051A (en) | Highway construction | |
US4780021A (en) | Exodermic deck conversion method | |
CN109826093A (en) | A kind of bituminous concrete seamless expansion-contraction devices and its construction method | |
CS265399B1 (en) | Dilatation bridge closing device and method for producing thereof | |
EP0570373B1 (en) | A building structure, particularly a road bridge structure | |
EP0898623B1 (en) | Pavement for conveying vehicular traffic | |
CN108547209A (en) | A kind of single hole precast hollow slab jointless bridge and its construction method | |
US5487620A (en) | Draining pavement element, method for manufacturing it and pavement made with it | |
CN206706543U (en) | A kind of deck transverse slope adjusts structure | |
CN218756969U (en) | Novel combined telescopic device structure | |
US5964549A (en) | Structural beam for crack repair | |
RU2158797C1 (en) | Functional joint | |
KR20020025856A (en) | Prevention of approach slab settlement by applying non-com paction abutment backfilling method | |
JPH0565736A (en) | Drain ditch for replaceable concrete-paved road and repairing method there0f | |
KR20110038669A (en) | Monolithic foundation system with homopolymer/resistant aggregate pavement with a semi-continuous configuration | |
JPS5810723Y2 (en) | Road joint expansion device | |
RU2020197C1 (en) | Road pavement and method for its construction | |
CN115538295A (en) | Novel combined telescopic device structure and construction method | |
JPH0885906A (en) | Structure of road pavement having water permeability | |
JP2859139B2 (en) | Construction structure of pedestrian road boundary block and pedestrian road boundary | |
JPH083929A (en) | Sealing material for floor slab and bridge girder in bridge | |
SU1055803A1 (en) | Coating for slopes of hydraulic structures | |
JPS5929727B2 (en) | road joint | |
JPH06313306A (en) | Jointless multiple span floor slab bridge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 19930427 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE |
|
17Q | First examination report despatched |
Effective date: 19940304 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 19950503 Ref country code: ES Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY Effective date: 19950503 |
|
REF | Corresponds to: |
Ref document number: 122117 Country of ref document: AT Date of ref document: 19950515 Kind code of ref document: T |
|
REF | Corresponds to: |
Ref document number: 69109497 Country of ref document: DE Date of ref document: 19950608 |
|
ITF | It: translation for a ep patent filed |
Owner name: STUDIO CONSULENZA BREVETTI |
|
ET | Fr: translation filed | ||
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 19960130 Year of fee payment: 5 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed | ||
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 19970321 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 19970424 Year of fee payment: 6 Ref country code: BE Payment date: 19970424 Year of fee payment: 6 Ref country code: FR Payment date: 19970424 Year of fee payment: 6 Ref country code: LU Payment date: 19970424 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 19970429 Year of fee payment: 6 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Effective date: 19970501 |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee |
Effective date: 19970501 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19971002 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19971002 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19971002 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY Effective date: 19971031 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19971031 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19971031 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19971031 |
|
BERE | Be: lapsed |
Owner name: THYGESEN SOREN Effective date: 19971031 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 19971002 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 19990430 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 19990528 Year of fee payment: 8 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY Effective date: 19991030 |
|
EUG | Se: european patent has lapsed |
Ref document number: 91919294.8 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20000801 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DK Payment date: 20030429 Year of fee payment: 12 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20040430 |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: EBP |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20051002 |