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Energy dissipation and shock absorption tie device for retaining wall of high and large slope under action of strong shock
The invention discloses an energy dissipation and shock absorption tie device for a tall slope retaining wall under the action of strong shock, and relates to the technical field of shock absorption devices, the energy dissipation and shock absorption tie device comprises a tie piece, a force transmission mechanism and an anchoring mechanism; the two ends of the tie piece are connected with one end of a force transmission mechanism respectively, the other end of the force transmission mechanism is connected with the anchoring mechanism, and the anchoring mechanism is used for being connected with a retaining wall or a rear stabilizing system. The tying piece comprises a stabilizing column, an energy dissipation device and a connecting base. One end of the energy dissipation device is connected with one end of one connecting base, the other end of the energy dissipation device is connected with one end of the stabilizing column, the other end of the stabilizing column is connected with one end of the other connecting base, and the other ends of the connecting bases are connected with the force transmission mechanism. When the retaining wall generates displacement under the action of an earthquake, the pulling piece can be matched with the force transmission mechanism and the anchoring mechanism to dissipate energy, impact force on the retaining wall is reduced, vibration energy can be effectively absorbed under the action of earthquake force, damage to the retaining wall is reduced, and the stability of the retaining wall is improved.
本发明公开一种用于强震作用下高大边坡挡墙的消能减震拉结装置,涉及减震装置技术领域,包括拉结件、传力机构和锚固机构;拉结件的两端分别与一传力机构的一端相连接,传力机构的另一端与锚固机构相连接,锚固机构用于与挡墙或后方稳定体系相连接;拉结件包括稳定柱、消能器和连接座;消能器的一端与一连接座的一端相连接,消能器的另一端与稳定柱的一端相连接,稳定柱的另一端与另一连接座的一端相连接,连接座的另一端与传力机构相连接。在地震作用下,挡墙产生位移时,拉结件可配合传力机构以及锚固机构耗散能量,减少对挡墙的冲击力,在地震力作用下能够有效地吸收震动能量,从而减轻对挡墙的破坏,提高挡墙的稳定性。
Energy dissipation and shock absorption tie device for retaining wall of high and large slope under action of strong shock
The invention discloses an energy dissipation and shock absorption tie device for a tall slope retaining wall under the action of strong shock, and relates to the technical field of shock absorption devices, the energy dissipation and shock absorption tie device comprises a tie piece, a force transmission mechanism and an anchoring mechanism; the two ends of the tie piece are connected with one end of a force transmission mechanism respectively, the other end of the force transmission mechanism is connected with the anchoring mechanism, and the anchoring mechanism is used for being connected with a retaining wall or a rear stabilizing system. The tying piece comprises a stabilizing column, an energy dissipation device and a connecting base. One end of the energy dissipation device is connected with one end of one connecting base, the other end of the energy dissipation device is connected with one end of the stabilizing column, the other end of the stabilizing column is connected with one end of the other connecting base, and the other ends of the connecting bases are connected with the force transmission mechanism. When the retaining wall generates displacement under the action of an earthquake, the pulling piece can be matched with the force transmission mechanism and the anchoring mechanism to dissipate energy, impact force on the retaining wall is reduced, vibration energy can be effectively absorbed under the action of earthquake force, damage to the retaining wall is reduced, and the stability of the retaining wall is improved.
本发明公开一种用于强震作用下高大边坡挡墙的消能减震拉结装置,涉及减震装置技术领域,包括拉结件、传力机构和锚固机构;拉结件的两端分别与一传力机构的一端相连接,传力机构的另一端与锚固机构相连接,锚固机构用于与挡墙或后方稳定体系相连接;拉结件包括稳定柱、消能器和连接座;消能器的一端与一连接座的一端相连接,消能器的另一端与稳定柱的一端相连接,稳定柱的另一端与另一连接座的一端相连接,连接座的另一端与传力机构相连接。在地震作用下,挡墙产生位移时,拉结件可配合传力机构以及锚固机构耗散能量,减少对挡墙的冲击力,在地震力作用下能够有效地吸收震动能量,从而减轻对挡墙的破坏,提高挡墙的稳定性。
Energy dissipation and shock absorption tie device for retaining wall of high and large slope under action of strong shock
一种用于强震作用下高大边坡挡墙的消能减震拉结装置
HUANG SHUAI (Autor:in) / XIE ZHI (Autor:in) / MA HAO (Autor:in) / CHOI WON (Autor:in) / LI YIJUN (Autor:in) / WANG LUN (Autor:in) / LI BING (Autor:in) / HUANG QIAN (Autor:in) / YANG CHENMING (Autor:in) / HE XIN (Autor:in)
07.05.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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