E02D17/04

Cover band of steel pipe strut connector, steel pipe strut connector having same, and steel pipe strut assembly

A cover band has a cover band body provided with a cover band arch portion corresponding to the outer peripheral surface of a steel pipe strut and a plurality of cover band through holes formed on the cover band body in such a manner as to correspond to a plurality of strut coupling holes. The cover band through holes have shapes of long holes extended in one direction and the extended direction of at least one of the cover band through holes is made to cross the extended direction of the other cover band through hole.

SYSTEM AND METHOD FOR MOUNTING A WATERPROOFING SYSTEM TO SHORING FOR AN EXCAVATION WALL
20170284055 · 2017-10-05 · ·

System and method for mounting a waterproofing system comprising a waterproof membrane to shoring for an excavation wall. The mounting system comprises an induction disc having a conductive element, a first disc surface coated with an adhesive, and a second disc surface opposite the first disc surface. A target patch is affixed to the first disc surface by induction welding. The target patch has an outer portion which extends beyond the periphery of the induction disc. The outer portion is affixed to the waterproof membrane. A first hydrophilic washer is secured between the waterproof membrane and the second disc surface of the induction disc. A second hydrophilic washer is secured between the target patch and a rigid washer. A mounting fastener, such as a lag bolt screw, screw, bolt or nail, extends through each of the components and is fastened to the shoring.

SYSTEM AND METHOD FOR MOUNTING A WATERPROOFING SYSTEM TO SHORING FOR AN EXCAVATION WALL
20170284055 · 2017-10-05 · ·

System and method for mounting a waterproofing system comprising a waterproof membrane to shoring for an excavation wall. The mounting system comprises an induction disc having a conductive element, a first disc surface coated with an adhesive, and a second disc surface opposite the first disc surface. A target patch is affixed to the first disc surface by induction welding. The target patch has an outer portion which extends beyond the periphery of the induction disc. The outer portion is affixed to the waterproof membrane. A first hydrophilic washer is secured between the waterproof membrane and the second disc surface of the induction disc. A second hydrophilic washer is secured between the target patch and a rigid washer. A mounting fastener, such as a lag bolt screw, screw, bolt or nail, extends through each of the components and is fastened to the shoring.

Portable Cofferdam System
20220034059 · 2022-02-03 · ·

A portable cofferdam system for isolating a working area from water such as a culvert. The portable cofferdam system generally includes a first sidewall and a second sidewall each having an interior side, an exterior side, an upper edge, a lower edge and a rear edge. A middle wall is connected to the sidewalls opposite of the rear edges of the sidewalls forming a substantially U-shaped structure. An opening formed between the rear edges of the first sidewall and the second sidewall to allow for positioning about or near the inlet of an object or area to be kept dry such as the inlet of a culvert.

Portable Cofferdam System
20220034059 · 2022-02-03 · ·

A portable cofferdam system for isolating a working area from water such as a culvert. The portable cofferdam system generally includes a first sidewall and a second sidewall each having an interior side, an exterior side, an upper edge, a lower edge and a rear edge. A middle wall is connected to the sidewalls opposite of the rear edges of the sidewalls forming a substantially U-shaped structure. An opening formed between the rear edges of the first sidewall and the second sidewall to allow for positioning about or near the inlet of an object or area to be kept dry such as the inlet of a culvert.

Shoring device for corners
11427981 · 2022-08-30 ·

A shoring device for corners is shown and described. One of the models for the corner shoring device includes a first sidewall connected to a second sidewall, wherein the first sidewall and the second sidewall form an angled connection. A support wall is connected to each of the first sidewall and the second sidewall within the angle to prevent the sidewalls form closing in on each other.

Shoring device for corners
11427981 · 2022-08-30 ·

A shoring device for corners is shown and described. One of the models for the corner shoring device includes a first sidewall connected to a second sidewall, wherein the first sidewall and the second sidewall form an angled connection. A support wall is connected to each of the first sidewall and the second sidewall within the angle to prevent the sidewalls form closing in on each other.

METHOD FOR CONSTRUCTING INNER DUMP TYPE STRIP MINE PIT BOTTOM RESERVOIRS SECTION BY SECTION
20220267974 · 2022-08-25 ·

The present invention discloses a method for constructing inner dump type strip mine pit bottom reservoirs section by section, specifically including the following steps: S1: processing end slopes: discarding clay at a lowest step of an inner waste dump of a strip mine; S2: discharging concrete to slope faces of lowest steps of the end slopes on two sides of a pit bottom; S3: sealing the bottom; S4: discarding gravel into a pit of the strip mine; S5: laying geotextile; S6: re-adopting clay on the lowest steps of the end slopes of the inner waste dump, so as to form a reservoir sealing isolation layer; S7: constructing a plurality of reservoirs step by step in an advancing direction of the strip mine; S8: storing water resources: completing installation of water storage wells; S9: completing installation of water fetching wells; S10: storing water resources.

METHOD FOR CONSTRUCTING INNER DUMP TYPE STRIP MINE PIT BOTTOM RESERVOIRS SECTION BY SECTION
20220267974 · 2022-08-25 ·

The present invention discloses a method for constructing inner dump type strip mine pit bottom reservoirs section by section, specifically including the following steps: S1: processing end slopes: discarding clay at a lowest step of an inner waste dump of a strip mine; S2: discharging concrete to slope faces of lowest steps of the end slopes on two sides of a pit bottom; S3: sealing the bottom; S4: discarding gravel into a pit of the strip mine; S5: laying geotextile; S6: re-adopting clay on the lowest steps of the end slopes of the inner waste dump, so as to form a reservoir sealing isolation layer; S7: constructing a plurality of reservoirs step by step in an advancing direction of the strip mine; S8: storing water resources: completing installation of water storage wells; S9: completing installation of water fetching wells; S10: storing water resources.

Ring-shaped cofferdam and temporary pit excavation structure using tapered square pipe, and construction method thereof
11371204 · 2022-06-28 ·

A ring-shaped cofferdam and temporary pit excavation structure using tapered square pipes includes a plurality of tapered square pipes a trapezoidal cross-section, in which the plurality of tapered square pipes each have a coupling protrusion or a coupling groove formed in a longitudinal direction on a first side, the plurality of tapered square pipes each have a coupling protrusion or a coupling groove formed in the longitudinal direction on a second side, the plurality of tapered square pipes are assembled by coupling the coupling protrusions and the coupling grooves, a long side of two parallel sides of the trapezoid is disposed outside, and a short side is disposed inside.