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CN-224211577-U - Reinforcing steel bar stacking bracket for shield tunnel connection channel construction

CN224211577UCN 224211577 UCN224211577 UCN 224211577UCN-224211577-U

Abstract

The utility model belongs to the field of building construction, and particularly relates to a reinforcing steel bar stacking bracket for shield tunnel connection channel construction, which comprises at least two placement devices; each placement device comprises a connecting plate and a limiting rod connected with the connecting plate, wherein the connecting plate is connected with a bolt hole of a tunnel segment through a connecting nut. The support frame is used for constructing the reinforcing steel bar stacking bracket of the shield tunnel connecting channel, the connecting bolt of the tunnel duct piece is used as an installation point, the connecting plate is directly connected with the limiting plate and then integrally installed on the tunnel duct piece to be used as a temporary drag-and-drop bracket, so that the construction standardization of the shield tunnel connecting channel is improved, the construction efficiency is improved, and the influence on the safety quality caused by messy stacking of materials is reduced.

Inventors

  • ZHANG YUE
  • REN FUZHI
  • Zheng Jiushuo
  • YU HAO
  • DING JIE
  • WANG BO
  • LI HAN
  • WANG ZIHAO
  • TAN JINGHUI
  • SHAO DONGDONG
  • ZHANG YANDONG
  • LIANG GUOHUI
  • ZHANG LIFENG
  • LIU YING

Assignees

  • 中国建筑第六工程局有限公司
  • 中建六局交通建设有限公司

Dates

Publication Date
20260508
Application Date
20250507

Claims (7)

  1. 1. A reinforcing steel bar stacking bracket for shield tunnel connection channel construction is characterized by comprising at least two placement devices, wherein each placement device comprises a connecting plate and a limiting rod connected with the connecting plate, and the connecting plate is connected with a bolt hole of a tunnel segment through a connecting nut.
  2. 2. The reinforcing steel bar stacking bracket for shield tunnel connecting passage construction according to claim 1, wherein the bolt holes of the tunnel segments of adjacent placement devices are positioned on the same horizontal line.
  3. 3. The steel bar stacking bracket for the shield tunnel connecting channel construction is characterized in that the limiting rod is an iron rod, the connecting plate is an iron plate, and the limiting rod is in full-welded connection with the connecting plate.
  4. 4. The reinforcing steel bar stacking bracket for shield tunnel connection channel construction according to claim 1, wherein the height of the limiting rod is 0.8-1.5m.
  5. 5. The reinforcing steel bar stacking bracket for shield tunnel connection channel construction of claim 1, wherein the top of the limiting rod is provided with a sponge package, and the outer side of the sponge package is provided with a color adhesive tape.
  6. 6. The bracket for stacking construction steel bars for a shield tunnel connecting passage according to claim 1, wherein the rod body of the limiting rod is provided with a reflective strip.
  7. 7. The steel bar stacking bracket for shield tunnel connecting channel construction according to claim 1, wherein the limiting rods are connected by using a warning belt.

Description

Reinforcing steel bar stacking bracket for shield tunnel connection channel construction Technical Field The utility model belongs to the field of building construction, and particularly relates to a reinforcing steel bar stacking bracket for shield tunnel connection channel construction. Background In recent years, urban rail transit networks are quickened by multiple cities nationwide to excavate urban underground spaces, reasonably dredge traffic flow and solve the problem of traffic jam existing in the current city. The subway tunnel connecting channel has small engineering scale and large construction risk. The communication channel engineering is a channel for connecting the two tunnels in the uplink and the downlink, and is generally constructed after the establishment of the tunnels in the uplink and the downlink. The construction period of the subway tunnel connecting channel engineering is required to be tight, the construction period is short, and professional construction procedures are multiple. The communication channel engineering is the control engineering of the whole tunnel and is also the key control construction period of the engineering. The method relates to a plurality of professional procedures such as drilling, freezing, excavating, grouting, reinforcing steel bars, waterproofing, templates, concrete, grouting and the like, and has more parallel cross operations and high requirements on construction organization and construction management. The subway communication channel is used as a component part of subway construction, and standardized construction of the communication channel becomes a key ring for improving the safety and civilization construction of the whole tunnel construction. The construction of the connecting channel is basically carried out after the tunnel is formed, so that the construction of the connecting channel is easy to cause certain influence on the environment of the formed tunnel, such as the stacking confusion of materials required by the construction of the connecting channel, the influence on the transportation of materials by vehicles, the pollution of the construction materials of the connecting channel to the formed tunnel and the like. The development of the standardized construction of the connection channel construction has important significance for creating construction civilized construction sites and improving the appearance quality of subway tunnels. The steel bar engineering is one of the most critical working procedures in the construction of connecting channels, and the supply of the semi-finished steel bars is ensured to be an important guarantee for improving the construction work efficiency. Because the ground construction site is limited, in order to improve the construction efficiency, the reinforcing steel bar raw materials are transported to the construction site of the connecting channel for stacking for standby after being processed in advance, and the higher requirements are clearly put into the material stacking site at the connecting channel in the combined planning tunnel. Disclosure of utility model The utility model aims to overcome the defects in the prior art and provides a reinforcing steel bar stacking bracket for shield tunnel connecting channel construction. The utility model adopts the following technical scheme to realize the aim: A reinforcing steel bar stacking bracket for shield tunnel connection channel construction is characterized by comprising at least two placement devices, wherein each placement device comprises a connecting plate and a limiting rod connected with the connecting plate, and the connecting plate is connected with a bolt hole of a tunnel segment through a connecting nut. The bolt holes of the tunnel segments of the adjacent placement devices are positioned on the same horizontal line. The limiting rod is an iron rod, the connecting plate is an iron plate, and the limiting rod is connected with the connecting plate in a full-welded mode. The height of the limiting rod is 0.8-1.5m. The top of the limiting rod is provided with a sponge package, and the outer side of the sponge package is provided with a color adhesive tape. The rod body of the limiting rod is provided with a reflecting strip. The limiting rods are connected by using a warning belt. Compared with the prior art, the utility model has the beneficial effects that: the support frame is used for constructing the reinforcing steel bar stacking bracket of the shield tunnel connecting channel, the bolt holes of the tunnel duct pieces are used as mounting points, the connecting plates are directly connected with the limiting plates and then integrally mounted on the tunnel duct pieces to be used as temporary dragging and dropping brackets, the construction efficiency is improved, and the influence on the safety quality caused by messy stacking of materials is reduced. The stacking bracket provided by the utility model has the advantages that