초록 ▼

The invention is a watertight joint seal for precast concrete box modules used to form underground enclosures to control the discharge of water runoff from roads and parking areas. The modules become sections of a tunnel structure, and the joint seal of the invention is constructed by forming the en

The invention is a watertight joint seal for precast concrete box modules used to form underground enclosures to control the discharge of water runoff from roads and parking areas. The modules become sections of a tunnel structure, and the joint seal of the invention is constructed by forming the end of the walls of each module with mating offset inside and outside edge surfaces that are joined by an intermediate surface, applying sealing strips to the inside and outside edge surfaces of one end wall, compressing the modules against each other, and injecting an expansive grout into the cavity formed by the sealing strips and the modules' end surfaces. After the grout cures under the pressure resulting from its own expansion, the joint is watertight and does not suffer from leakage through cracks caused by the creep and relaxation characteristics which generally occur in joints formed with conventional grout or only rubber gaskets.

대표청구항 ▼

What is claimed as new and for which Letters Patent of the United States are desired to be secured is: 1. A method of constructing a watertight joint seal between mating concrete structures with walls which have end surfaces, the method comprising: shaping the end surfaces of the walls at the matin

What is claimed as new and for which Letters Patent of the United States are desired to be secured is: 1. A method of constructing a watertight joint seal between mating concrete structures with walls which have end surfaces, the method comprising: shaping the end surfaces of the walls at the mating ends of each module to include interior edge surfaces and exterior edge surfaces offset from each other in different planes and connected by intermediate surfaces; bonding sealing strips to the interior edge surfaces and exterior edge surfaces of at least one module; aligning and compressing the mating ends of the modules against each other to hold the interior edge surfaces and the exterior edge surfaces of the modules together with the sealing strips between the modules; and with the modules compressed together, injecting expansive, cementitious grout to fill a cavity formed by the intermediate surfaces between the sealing strips and the modules' end surfaces. 2. The method of claim 1 further including forming within at least one module at least one grout injection passage that extends from a surface accessible after the modules are compressed together and terminates at the cavity formed between the modules. 3. A watertight joint seal between mating modular concrete structures with walls which have end surfaces, the joint seal comprising: end surfaces of the walls at the mating ends of each module including interior edge surfaces and exterior edge surfaces offset from each other in different planes and connected by intermediate surfaces; sealing strips bonded to the interior edge surfaces and exterior edge surfaces of at least one module; the mating ends of the modules aligned and compressed against each other with the sealing strips between the modules; and expansive, cementitious grout within a cavity formed by the intermediate surfaces between the sealing strips and the modules' end surfaces. 4. The joint seal of claim 3 further including at least one grout injection passage that extends from a surface accessible after the modules are compressed together and into the cavity formed between the modules. 5. The joint seal of claim 4 wherein at least one grout injection passage has an opening on an exterior surface of a module and terminates in the cavity formed between modules. 6. The joint seal of claim 4 wherein at least one grout injection passage terminates in the cavity formed between modules at a location within the cavity adjacent to a location at which adjacent walls of modules meet. 7. The joint seal of claim 3 wherein the sealing strips are continuous and constructed of closed cell neoprene. 8. The joint seal of claim 3 installed in an assembly in which one module is a closed end wall.