WO2021151675A1 - Block boot for railway track systems - Google Patents
Block boot for railway track systems Download PDFInfo
- Publication number
- WO2021151675A1 WO2021151675A1 PCT/EP2021/050638 EP2021050638W WO2021151675A1 WO 2021151675 A1 WO2021151675 A1 WO 2021151675A1 EP 2021050638 W EP2021050638 W EP 2021050638W WO 2021151675 A1 WO2021151675 A1 WO 2021151675A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- block
- block boot
- ribs
- rib
- boot according
- Prior art date
Links
- 241001669679 Eleotris Species 0.000 claims description 23
- 229920001971 elastomer Polymers 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 239000000806 elastomer Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
- E01B3/40—Slabs; Blocks; Pot sleepers; Fastening tie-rods to them
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
- E01B1/005—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with sleeper shoes
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/01—Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/09—Ballastless systems
Definitions
- the invention relates to a block boot for railway track systems according to the preamble of claim 1 .
- So-called slab tracks are increasingly preferred to ballasted tracks since they allow an increased performance of the track with regard to the attainable speeds and reduced maintenance costs.
- sleeper block units are used where a sleeper block that is usually made of concrete is received in a block boot made of molded rubber and an elastomer damper is placed between the bottom of the sleeper block and the bottom of the block boot.
- the block boot is encased in concrete, and on the upper side of the sleeper block, a fastening system for a rail is arranged. It has been known for some time to provide ribs on the inner walls of such block boots in order to reduce the contact area between the block boot and the sleeper block.
- the fins lead to some difficulties in the manufacture of the block boot.
- the mold has to be thoroughly cleaned before every molding process.
- the fine grooves that will subsequently form the fins have to be carefully cleaned so that they will be entirely filled with rubber during the molding process.
- the finished block boot is removed from the mold, there is a risk that the fine fins remain caught in the aforementioned grooves and are torn off from the block boot.
- the risk that the fine fins are already snapped or sheared off while the block boot is assembled with the sleeper block cannot be entirely excluded either.
- vertex line designates a theoretical line extending furthest from the respective side wall along the rib at the free end of each rib.
- the tapered shape of the rib eliminates a weakness of the known prior art, namely the small cross-sectional area of the fin at its junction to the rib, and thereby promotes both a simpler manufacture of the block boot and its durability without impairing its advantageous properties.
- Figure 1 a top view of a block boot of the invention
- Figure 2 a section along line II - II in Figure 1 through a long side wall of the block boot of Figure 1 ;
- Figure 3 a detail of Figure 2 on an enlarged scale over Figure 2;
- Figure 4 a section along line IV - IV in Fiqure 1 throuqh a short side wall of the block boot of Figure 1 ;
- Figure 5 a detail of Figure 4 on an enlarged scale over Figure 4.
- Block boot 1 has a substantially rectangular ground plan with rounded edges 4, two long side walls 2, two short side walls 3, a bottom 5 ( Figure 2) and an upper opening 6 with a surrounding rim 7, Its height is e.g. 158 mm.
- side walls 2 and 3 are slightly inclined in order to allow a later replacement of the sleeper block and of the encased block boot 1.
- Figure 2 shows a section through !ong side wall 2 of block boot 1 along line II - li in Figure 1, Rim 7 of upper opening 6 upwardly tapers to an apex 8 that will subsequently lie against the sleeper block, prevents the ingress of dust and guides water running down on the outside of the sleeper block to the outside of block boot 1 , Externally, rim 7 is provided with a surrounding bulge 9 that reinforces rim 7 and forms a mark for the concrete filling height while the sleeper block unit is being encased.
- the transition from side wall 2 as well as side wall 3 ( Figure 4) to bottom 5 forms a radius.
- ribs 10 that extend in parallel to bottom 5 and rim 7 are arranged, in the illustrated example 18 of them, Alternatively, more or less ribs 10 may be provided. In the illustrated example, the dimensions of ribs 10 and their intervals are uniform.
- FIG. 3 shows a detail of Figure 2 illustrating two ribs 10 at an enlarged scale over that of Figure 2.
- each one of ribs 10 first tapers slightly conically from a base width 13 toward the interior of block boot 1 and ends in a rounded shape having a radius 11
- Reference numeral 24 denotes a vertex line that extends at the highest point of rib 10, as measured from side wall 2, along rib 10 perpendicularly to the drawing plane of Figure 3.
- 12 denotes the height of rib 10, and 14 the space between two ribs 10. Due to the radius 11 of ribs 10, the contact area between the block boot and a sleeper block subsequently received therein is nearly reduced to a contact line per rib 10 in the area of vertex line 24.
- Figure 4 shows a section through short side wall 3 of block boot 1 along line IV - IV in Figure 1 ,
- ribs 15 that extend in parallel to rim 7 and bottom 5 are arranged, in the illustrated example 9 of them. Alternatively, more or less ribs 15 may be provided. In the illustrated example, the dimensions of ribs 10 and their intervals are uniform.
- a drainage opening 23 is provided in side wall 3, directly above the bottom, so that water that may be present in block boot 1 may flow off before encasing.
- FIG 5 shows a detail of Figure 4 illustrating one rib 15 entirely and a second one partly at an enlarged scale over that of Figure 4,
- each one of ribs 15 extends toward the interior of block boot 1 and asymmetrically tapers from a base width 19 to an apex having a small radius 17 of e.g. less than 1 mm, while a shorter wall section 20 forms a steeper angle and a longer wall section 21 forms a flater angle with side wall 3.
- Wall sections 20 and 21 are preferably straight but may alternatively be slightly convex.
- Reference numeral 25 denotes a vertex line that extends at the highest point of rib 15, as measured from side wall 3, along rib 15 perpendicularly to the drawing plane of Figure 5, 18 denotes the height of rib 10, and 22 the space between two ribs 15, Due to the radius 17 of ribs 15, the contact area between the block boot and a sleeper block subsequently received therein is nearly reduced to a contact line per rib 15 in the area of vertex line 25. At the end of longer wall section 21 near the wall, a radius 16 may be provided.
- the described design of the ribs enhances the elastic properties of the block boot in the sense that the block boot recovers its original shape more quickly under low lateral forces.
- the variability of the contact surfaces under lateral forces also increases the longevity of the block boot since a constant contact of the entire surface of the rib on the sleeper block is avoided.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sealing Devices (AREA)
- Diaphragms And Bellows (AREA)
- Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2021212688A AU2021212688A1 (en) | 2020-01-28 | 2021-01-14 | Block boot for railway track systems |
KR1020217009879A KR20210099551A (ko) | 2020-01-28 | 2021-01-14 | 철도 궤도 시스템을 위한 블록 부트 |
EP21700219.5A EP4097299A1 (de) | 2020-01-28 | 2021-01-14 | Blockschuh für eisenbahnschienensysteme |
US17/795,008 US20230056693A1 (en) | 2020-01-28 | 2021-01-14 | Block boot for railway track systems |
BR112022014265A BR112022014265A2 (pt) | 2020-01-28 | 2021-01-14 | Bota de bloco para sistemas de trilhos ferroviários |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP20154091.1 | 2020-01-28 | ||
EP20154091 | 2020-01-28 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2021151675A1 true WO2021151675A1 (en) | 2021-08-05 |
Family
ID=69374228
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2021/050638 WO2021151675A1 (en) | 2020-01-28 | 2021-01-14 | Block boot for railway track systems |
Country Status (6)
Country | Link |
---|---|
US (1) | US20230056693A1 (de) |
EP (1) | EP4097299A1 (de) |
KR (1) | KR20210099551A (de) |
AU (1) | AU2021212688A1 (de) |
BR (1) | BR112022014265A2 (de) |
WO (1) | WO2021151675A1 (de) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2740788A1 (fr) * | 1995-11-07 | 1997-05-09 | Vagneux Traverses Beton | Traverse de chemin de fer et elements constitutifs d'une telle traverse |
EP0773323A1 (de) * | 1995-11-09 | 1997-05-14 | Allevard | Schwellenschuh für schotterlosen Gleisoberbau |
DE10196374B4 (de) | 2000-06-30 | 2012-01-26 | Sonneville Ag | Blockschuh für Eisenbahnschienensysteme |
EP3358077A1 (de) * | 2017-02-01 | 2018-08-08 | Margaritelli Ferroviaria S.p.A. | Verkleideter querträger und methode zur herstellung dieses verkleideten querträgers |
US20190345675A1 (en) * | 2018-05-10 | 2019-11-14 | Press-Seal Corporation | Vibration dampening railway tie boot |
-
2021
- 2021-01-14 EP EP21700219.5A patent/EP4097299A1/de not_active Withdrawn
- 2021-01-14 US US17/795,008 patent/US20230056693A1/en active Pending
- 2021-01-14 AU AU2021212688A patent/AU2021212688A1/en active Pending
- 2021-01-14 BR BR112022014265A patent/BR112022014265A2/pt not_active Application Discontinuation
- 2021-01-14 KR KR1020217009879A patent/KR20210099551A/ko not_active Application Discontinuation
- 2021-01-14 WO PCT/EP2021/050638 patent/WO2021151675A1/en active Application Filing
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2740788A1 (fr) * | 1995-11-07 | 1997-05-09 | Vagneux Traverses Beton | Traverse de chemin de fer et elements constitutifs d'une telle traverse |
EP0773323A1 (de) * | 1995-11-09 | 1997-05-14 | Allevard | Schwellenschuh für schotterlosen Gleisoberbau |
DE10196374B4 (de) | 2000-06-30 | 2012-01-26 | Sonneville Ag | Blockschuh für Eisenbahnschienensysteme |
EP3358077A1 (de) * | 2017-02-01 | 2018-08-08 | Margaritelli Ferroviaria S.p.A. | Verkleideter querträger und methode zur herstellung dieses verkleideten querträgers |
US20190345675A1 (en) * | 2018-05-10 | 2019-11-14 | Press-Seal Corporation | Vibration dampening railway tie boot |
Also Published As
Publication number | Publication date |
---|---|
EP4097299A1 (de) | 2022-12-07 |
BR112022014265A2 (pt) | 2022-09-20 |
US20230056693A1 (en) | 2023-02-23 |
KR20210099551A (ko) | 2021-08-12 |
AU2021212688A1 (en) | 2022-08-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US8490664B2 (en) | Pneumatic vehicle tire | |
US8844594B2 (en) | Pneumatic tire with tread having blocks and transverse grooves | |
JP5738990B2 (ja) | 転動ノイズを減少させたトレッド | |
EP0393873A2 (de) | Reifen für Fahrzeuge | |
KR102051850B1 (ko) | 불규칙 마모 억제 타이어 | |
US4560302A (en) | Draining ditch for draining of roadways | |
JP2001518580A (ja) | レールユニット | |
US6364214B1 (en) | Block boot for railway track systems | |
EP0049879B1 (de) | Abdeckung für Eisenbahnschwellen | |
US20230056693A1 (en) | Block boot for railway track systems | |
KR20140137340A (ko) | 시일을 구비하는 레일 패드 | |
EP3245335B1 (de) | Dichtungsanordnung zwischen schwellenblock und schwellenschuh eines eisenbahnschienensystems | |
WO1998045537A1 (en) | Rail pads | |
CN110087909B (zh) | 用于重型货车轮胎的胎面 | |
US20220135089A1 (en) | Treadplate for a floor of a gangway and gangway | |
KR100609258B1 (ko) | 트랙의 섹션을 위한 지지장치 | |
HU223616B1 (hu) | Csillapítóprofil vályús sín részére | |
JPH10258615A (ja) | 空気入りラジアルタイヤ | |
US6601280B1 (en) | Method of converting a mold | |
KR100654643B1 (ko) | 복공판 | |
KR100728544B1 (ko) | 차량용 공기입 타이어 | |
CN211368363U (zh) | 一种桥梁的伸缩缝结构 | |
EP3540124B1 (de) | Doppelverbundträger für brücke | |
EP3904119A1 (de) | Reifen | |
KR20010088679A (ko) | 타이어 |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 21700219 Country of ref document: EP Kind code of ref document: A1 |
|
REG | Reference to national code |
Ref country code: BR Ref legal event code: B01A Ref document number: 112022014265 Country of ref document: BR |
|
ENP | Entry into the national phase |
Ref document number: 2021212688 Country of ref document: AU Date of ref document: 20210114 Kind code of ref document: A |
|
WWE | Wipo information: entry into national phase |
Ref document number: 202217048945 Country of ref document: IN |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
ENP | Entry into the national phase |
Ref document number: 2021700219 Country of ref document: EP Effective date: 20220829 |
|
ENP | Entry into the national phase |
Ref document number: 112022014265 Country of ref document: BR Kind code of ref document: A2 Effective date: 20220719 |