An underground stormwater management system includes a first-flush chamber that receives the first flush. The chamber removably holds filter cartridges that close the chamber and filter the first flush as the first flush drains out of the chamber and into an underlying porous substrate. When the filter cartridges are used up, they can be replaced with new filter cartridges.

An underground stormwater management system includes a first-flush chamber that receives the first flush. The chamber removably holds filter cartridges that close the chamber and filter the first flush as the first flush drains out of the chamber and into an underlying porous substrate. When the filter cartridges are used up, they can be replaced with new filter cartridges.

A box type duct with circumferential obtuse angle connection. Unit plates respectively located on the upper, lower and two side surfaces are spliced in the circumferential direction to form a unit pipe section, and the unit pipe sections are spliced in the axial direction to form a box type duct; wherein the unit plate is an arc-shaped corrugated plate arched to the outside of the box type duct, and the adjacent unit plates form an obtuse angle of circumferential connection. The cross section of the duct is in an approximately rectangular box shape, so the utilization ratio of clearance of the duct is high; the unit plate adopts an arc-shaped structure, and by utilizing the pipe-soil joint stressing principle, the strength and bearing capacity of the overall structure are maximized; and the box type duct adopts flat flange or angle steel flange connection in the circumferential direction.

A box type duct with circumferential obtuse angle connection. Unit plates respectively located on the upper, lower and two side surfaces are spliced in the circumferential direction to form a unit pipe section, and the unit pipe sections are spliced in the axial direction to form a box type duct; wherein the unit plate is an arc-shaped corrugated plate arched to the outside of the box type duct, and the adjacent unit plates form an obtuse angle of circumferential connection. The cross section of the duct is in an approximately rectangular box shape, so the utilization ratio of clearance of the duct is high; the unit plate adopts an arc-shaped structure, and by utilizing the pipe-soil joint stressing principle, the strength and bearing capacity of the overall structure are maximized; and the box type duct adopts flat flange or angle steel flange connection in the circumferential direction.

The present disclosure discloses a self-reset flexible earthquake-resistant system of the prefabricated subway station, comprising prefabricated component prestressed tendon, waterproof rubber, and rubber bearing. The main structure of station is built by connection between prestressed tendon and prefabricated component, it changes the connection methods of connection node from consolidation joint to hinged joint which makes the subway station into a flexible system, while at the same time, self-reset function is realized by prestressed tendon; T and system is combined with rubber waterproof tape, and rubber bearing which is installed in connection site of prefabricated component, multi-protection measures of waterproof is realized, earthquake-resistant effect is also realized. Connection problem with the prefabricated component can be solved by the self-reset flexible earthquake-resistant system of the prefabricated subway station; underground station structure is changed into the flexible system through releasing bending moment in connection site of the prefabricated component, deforming ability of subway station is improved, the earthquake-resistant ability of underground subway station is improved.

The present disclosure discloses a self-reset flexible earthquake-resistant system of the prefabricated subway station, comprising prefabricated component prestressed tendon, waterproof rubber, and rubber bearing. The main structure of station is built by connection between prestressed tendon and prefabricated component, it changes the connection methods of connection node from consolidation joint to hinged joint which makes the subway station into a flexible system, while at the same time, self-reset function is realized by prestressed tendon; T and system is combined with rubber waterproof tape, and rubber bearing which is installed in connection site of prefabricated component, multi-protection measures of waterproof is realized, earthquake-resistant effect is also realized. Connection problem with the prefabricated component can be solved by the self-reset flexible earthquake-resistant system of the prefabricated subway station; underground station structure is changed into the flexible system through releasing bending moment in connection site of the prefabricated component, deforming ability of subway station is improved, the earthquake-resistant ability of underground subway station is improved.

An underground storage vault having a hatch affixed to a hatchway. The underfloor storage vault may be incorporated into a larger structure such that the surface of the vault's hatch may be flush with the surrounding floor, allowing for the hatch to be easily concealed. Once the concealment has been removed, fasteners can be undone so that the hatch can be removed from inhibiting access to the hatchway. Valuables and possessions can be stored in the vaults storage compartment and safely secured by re-affixing the hatch to the vault's hatchway.

An underground storage vault having a hatch affixed to a hatchway. The underfloor storage vault may be incorporated into a larger structure such that the surface of the vault's hatch may be flush with the surrounding floor, allowing for the hatch to be easily concealed. Once the concealment has been removed, fasteners can be undone so that the hatch can be removed from inhibiting access to the hatchway. Valuables and possessions can be stored in the vaults storage compartment and safely secured by re-affixing the hatch to the vault's hatchway.

Described herein are apparatus, systems and methods useful in forming vertical structures.

Described herein are apparatus, systems and methods useful in forming vertical structures.