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Application tebea horow .

1. Wɔ nkitahodi a ɛda keteke kwan so nna ne keteke kwan ntam no, buffering vibrations a efi keteke dwumadi mu .  

2. Wɔ nkurow akɛse mu keteke kwan so akwan so no, ɛtew track dede ne structure fatigue so .  

3. Wɔ akwan a ɛyɛ den a wɔfa so yɛ keteke kwan a ɛkɔ ntɛmntɛm mu no, ɛma ahotɔ a wɔde tra so no yɛ kɛse .  

4. Bere a wɔresiesie track no na wɔasesa no, hwɛ hu sɛ nneɛma a wɔde kyekyere nneɛma ho no yɛ den na ɛyɛ den .

Aguade ho nkyerɛkyerɛmu .

Saa fastener yi fa nonlinear vibration damping structure a ɛyɛ single-layer backing plate + rubber pads a ɛwɔ afã abien, a ɛma wosow damping effect a ɛyɛ mmerɛw a ɛyɛ 6-8dB, bere a ɛpia structure no nyinaa sorokɔ kɔ anyɛ yiye koraa no 37mm. Ebetumi de nneɛma a wɔde kyekyere nhama a ɛwɔ hɔ dedaw no asi ananmu tẽẽ a ɛnsakra track fapem no, na ɛtew ɛka ne bere a wɔde si kar no so kɛse.

Aguade no dwumadi .

Vibration suppression a etu mpɔn .:  

Double-layer nonlinear rubber layers (thermoplastic rubber + natural rɔba composite) nya ahoɔden a ɛyɛ adwuma bom, na ɛtew wosow a ɛdeda hɔ no so 6-8dB.  

Mfiridwuma mu nsakrae a ɛyɛ teateaa ultra-thin .:  

Ɛne structure height a etwa to a ɛyɛ 37mm, ɛne fastener nhyehyɛe ahorow a ɛwɔ nkyerɛwde a ɛwɔ hɔ dedaw no hyia.  

Nneɛma a ɛnyɛ nea ɛsɛe ade a wɔde si ananmu ne nea wɔyɛ no foforo .:  

Bolt positioning holes ne fasteners a ɛwɔ hɔ dedaw no hyia koraa, na ɛma vibration damping nkɔso a ɛwɔ zero foundation nsakrae.  

Ahobammɔ ho bɔhyɛ abiɛsa .:  

Pre-compression mfiridwuma ma rɔba layers hwɛ ma wotumi di so bere tenten creep; Dade akyi mprɛte ma mmoa a ɛyɛ den; Anti-eccentric adesoa tumi kɔ soro 30%.

Adwumayɛ ho nkyerɛkyerɛmu .

Vibration Damping level: Medium Vibration Damping (Nneɛma a wɔde hyɛ mu no 6-8dB .)  

Structural sorokɔ: 37mm ~ 42mm (ne nea wɔtaa fa so fastener ahunmu no hyia .)  

Core nhyehyɛe: biako-layer dade mprɛte akyi + abien-layer thermoplastic / abɔde mu rɔba composite damping layer .  

Ɔsom asetra: mfe 25 (trackside environment, -40°C~80°C adwumayɛ tebea .)  

Nneɛma a ɛyɛ nnam: Dynamic-static stiffness ratio ≤1.4, deformation ( -5% wɔ ɔbrɛ kyinhyia ɔpepem 3 akyi  

Nneɛma a atwa yɛn ho ahyia ho adansedi krataa: ɛne EN 14080 ogya ho ahobammɔ gyinapɛn ahorow hyia, a wɔatwam wɔ ROHS/Reach .

Beae a wɔde akwammisa krataa kɔ .

Metro Renovation Projects: Vibration Damping Upgrading a ɛwɔ tunnel lines a ɛwɔ hɔ dedaw no mu (wɔde mfitiase nneɛma a wɔde kyekyere nneɛma no si ananmu tẽẽ .)  

Nkurow akɛse mu keteke kwan nhyehyɛe ahorow: adesoa a wɔtew so ne dede a wɔhwɛ so ma ɔfã bridge ahorow a ɛkorɔn .  

Keteke a emu yɛ duru: wosow ahoɔden a wɔpete wɔ akwan a wɔfa so fa nneɛma mu .  

Station menewa mmeae: Nneɛma a ɛma wowosow no ho banbɔ wɔ mmeae a wɔdannan nneɛma wɔ mmeae a wɔdannan wɔn ho .  

Track Vibration Damping Transition Sections: Buffer zones a ɛka ballast mpa a ɛyɛ mpapahwekwa ne vibration damping ballast mpa ho .