Correction device of steel pillar without wind-resistant cable

• Main Authors: ZOU QI, DONG LIN, TANG YING, YANG SHIYU, FAN JINGLEI
• Format: Patent
• Language: English
• Published: 11.03.2015
• Subjects: BUILDING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIRUSE; BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; FENCING; FIXED CONSTRUCTIONS; FORMS; HANDLING BUILDING MATERIALS ON THE SITE; MASTS; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTINGBUILDINGS; SCAFFOLDING; SHUTTERING; SWIMMING OR SPLASH BATHS OR POOLS; TENTS OR CANOPIES, IN GENERAL

The utility model relates to a correction device of a steel pillar without a wind-resistant cable. A heel slab is arranged at the bottom of the steel pillar, and heel anchor ribs buried in the ground in advance are distributed on the periphery of the steel pillar. The correction device comprises a perpendicularity correction part and a deviation correction part, wherein the perpendicularity correction part comprises a correction part body, a first end of the perpendicularity correction part is perpendicularly provided with a supporting part in the first direction, a second of the perpendicularity correction part is provided with a clamping part used for clamping the heel slab in the second direction, and the second direction is opposite to the first direction; the deviation correction part comprises an abutting part, and a hooking part used for hooking the heel anchor ribs is formed on the abutting part. In the perpendicularity correction process, the clamping part of the perpendicularity correction part clamps the heel slab of the steel pillar, a lifting jack is supported between the supporting part and the ground, and the lifting jack is started to push the supporting part, so that the perpendicularity is corrected. In the deviation correction process, the hooking part of the deviation correction part hooks the heel anchor ribs on the periphery of the steel pillar, then the lifting jack is supported between the abutting part and the heel slab of the steel pillar, and the lifting jack is started to push the heel slab of the steel pillar, so that deviation correction is carried out.