US1740110A - Means fob safeguarding concrete structures against leaking fractures - Google Patents

Means fob safeguarding concrete structures against leaking fractures Download PDF

Info

Publication number
US1740110A
US1740110A US1740110DA US1740110A US 1740110 A US1740110 A US 1740110A US 1740110D A US1740110D A US 1740110DA US 1740110 A US1740110 A US 1740110A
Authority
US
United States
Prior art keywords
fractures
safeguarding
concrete structures
grooves
structures against
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
Publication date
Application granted granted Critical
Publication of US1740110A publication Critical patent/US1740110A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/16Sealings or joints

Definitions

  • My invention relates to concrete reservoirs and'the like for storing water which as theretoforefconst-ructed are provided with many so called expansion joints which .arecut through or extend through the entire thickness of the walls so as to divide the latter into slabs, the intended purpose of the cut through the joints-being to minimizevthe possibility of fracture of the concrete by permitting the slabs to freely expand or contract.
  • expansion joints areefl'ective only to a small degree inthe prevention of fractures, the joints in actual practice weakening the walls and thus increasing the possibility of fracture and leaka e. o
  • the filler material is preferably 1 non-hardening in order that it may respond to the weight of the water contained in the V x reservoir to effectively seal the fracture 5 against leakage.
  • the false joints may be spanned by laminations of a material which is flexible and Waterproof, the flexibility of the material permitting it to respond to the weight of the water in forcing the fill ing material to the crackand yet protecting the filling material against the deteriorating I action of water and the elements.
  • My invention is not limited in its adaptatiorrto walls of concrete as it will be undertured, nor is it restricted to materials used forwalls, as it can be, applied to pavements and streets.
  • FIG. 1 is an enlarged fragmentary vertical sectional view of a portion of the bottom wall of the reservoir shown in Figure 1;
  • Figure 3 is aview similar to Figure 2, showing-a modification of'the means shown in Figures 1 and 2 for safeguarding the concrete walls ofthe reservoir against leaking fractures.
  • FIG. l I have shown a portion of a reservoir in which the side and bottom walls are constructed of slabs 15 of concrete or similar material; having expansion or contraction 'oints 16, preferably sealed against leakage y the. means embodied-in my copending application Serial No. 138,457, filed September 29, 1926.
  • This joint sealing means includes a plurality of flexible membranes 17 superimposedand of graduated lengths.
  • the grooves contain a-filler 19 which is of suitable non-hardening compound such asfasphalt poured hot into the grooves.
  • the filler 19 in each groove is substantlally triangular in cross section its .upper or outersurface being slightly convex so that the pressure of water thereon when the reservoir is filled will tend to force the filler inwardly of the groove, when a fracture occurs in the groove thereby operating to seal the fracture against leakage of water therethrough.
  • I 3 Ii -combination, a body of material capable of fracture having grooves in one sur face thereof, a non-hardening waterproof filler for the grooves, and laminations of flexible, material superimposed on the filler of each groove and bridging the groove.
  • a waterproof and non-hardening subl posed on'said substance and spanning the 3.
  • a body of material capable of fracture and having a surface thereof grooved .at intervals to form false joints for confining fracturing of the material to the stance filling the grooves, and a member of flex ble and waterproof, material superimedges of the grooves.v
  • a body of material capable of fracture and having a surface thereof formed with intersecting grooves to ' provide false joints for confinmg fracturingof the material to the joints, and .a water )roof' compond filling the grooves to prevent cakage of fractures at the false joints.
  • a body of fracturable material having a surface groove therein, a non-hardening and waterproof filler in the groove, and a yieldable liquid proof covering for the groove.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Building Environments (AREA)

Description

Dec. .17, 1929.- E.- R. ODEN I 1,740,110
I ii- E;
I g i NNNNNN OR Patented Dec; 17, 1 929 UNITED STATES ;PATENT OFFICE" EUGENE R. claim, or pruvxnnsnm, cALIFoRN'IA i Application filed November 11, 1926. Serial No. 14'(,837.
- My invention relates to concrete reservoirs and'the like for storing water which as theretoforefconst-ructed are provided with many so called expansion joints which .arecut through or extend through the entire thickness of the walls so as to divide the latter into slabs, the intended purpose of the cut through the joints-being to minimizevthe possibility of fracture of the concrete by permitting the slabs to freely expand or contract. It is of course well known that the expansion joints areefl'ective only to a small degree inthe prevention of fractures, the joints in actual practice weakening the walls and thus increasing the possibility of fracture and leaka e. o
It is a purpose'of my invention to provide a means by which the possibility of fracture is greatly minimized in any body or slab of con- 0 crete-or similar material capable of fracture and, in such manner that when fractures do occur they will be confined to predetermined paths and automatically sealed against leak- In carrying out my invention I course the surface of a concrete wall or slab at calculated points in a manner to form what I term false joints, false in the sense that the courses or grooves do not extend entirelycdmpletely through the wall or slab. By the vprovision 'of such false joints the wall 01; slab is weakened to asmall degree at these'points and to the extent of restricting any fractures: which might occur to the false joints rather than at points'between the latter. By filling the false joints with a suitable waterproof material it will be manifest that when a fra'c-' ture does occur the filler will function to plug 40 the crack and thus prevent passage of water thereintol The filler material is preferably 1 non-hardening in order that it may respond to the weight of the water contained in the V x reservoir to effectively seal the fracture 5 against leakage. -Further, the false joints may be spanned by laminations of a material which is flexible and Waterproof, the flexibility of the material permitting it to respond to the weight of the water in forcing the fill ing material to the crackand yet protecting the filling material against the deteriorating I action of water and the elements.
My invention is not limited in its adaptatiorrto walls of concrete as it will be undertured, nor is it restricted to materials used forwalls, as it can be, applied to pavements and streets. a
I will describe only two means of safeguarding concrete' and similar, structures against leaking fractures, and will then point out the novel features thereof in claimsz In the drawings Figure l is a view showing in fragmentary sectionalperspective a reservoir having incorporated therein one means of safeguard.-
ing 'the concrete walls thereof against leak v ing fractures; v v Figure 2 is an enlarged fragmentary vertical sectional view of a portion of the bottom wall of the reservoir shown in Figure 1;
Figure 3 is aview similar to Figure 2, showing-a modification of'the means shown in Figures 1 and 2 for safeguarding the concrete walls ofthe reservoir against leaking fractures.
l In Figure l I have shown a portion of a reservoir in which the side and bottom walls are constructed of slabs 15 of concrete or similar material; having expansion or contraction 'oints 16, preferably sealed against leakage y the. means embodied-in my copending application Serial No. 138,457, filed September 29, 1926. This joint sealing means includes a plurality of flexible membranes 17 superimposedand of graduated lengths. I In'the upper or outer surfaces of the slabs grooves 18 are formed by coursing the concrete while in a plasticstate, the grooves being preferably of V form in cross section and' "co-extensive in length or width with-the slabs.
In the present instance I have shown the grooves extending in two directions on each slab so that they intersect, the grooves extending in eithe'; direction being parallel and spaced from etch other and form the edges of the slabs. a
As shown-in Figure 2 the grooves contain a-filler 19 which is of suitable non-hardening compound such asfasphalt poured hot into the grooves. The filler 19 in each groove is substantlally triangular in cross section its .upper or outersurface being slightly convex so that the pressure of water thereon when the reservoir is filled will tend to force the filler inwardly of the groove, when a fracture occurs in the groove thereby operating to seal the fracture against leakage of water therethrough.
In Figure 3 erty is preserved. The membranesbeing flexible allow the weight of the water to still function'in pressing the filler into any. fractures which may occur in the groove so as to seal the latter againstleakage.
Although I have herein shown and described only two-means of safeguarding concrete structures againstl-eaking fractures, it 1s to be understood that varlous changes and modifications may be made therein without departing from the spirit of the invention and the spirit-and scope of the appended claims.
.I claim: I 3 1. Ii -combination, a body of material capable of fracture having grooves in one sur face thereof, a non-hardening waterproof filler for the grooves, and laminations of flexible, material superimposed on the filler of each groove and bridging the groove.
2. In combination, a body of material ca= pable of fracture and having a surface thereof grooved at intervals to form false joints for confining fracturing of the material to the oints, and a waterproof compound filling the grooves toprevent leakage of fractures at the false joints.
' oints, a waterproof and non-hardening subl posed on'said substance and spanning the 3. In combination, a body of material capable of fracture and having a surface thereof grooved .at intervals to form false joints for confining fracturing of the material to the stance filling the grooves, and a member of flex ble and waterproof, material superimedges of the grooves.v
4. In combination, a body of material capable of fracture and having a surface thereof formed with intersecting grooves to 'provide false joints for confinmg fracturingof the material to the joints, and .a water )roof' compond filling the grooves to prevent cakage of fractures at the false joints.
5. In combination, a body of fracturable material having a surface groove therein, a non-hardening and waterproof filler in the groove, and a yieldable liquid proof covering for the groove. Y j EUGENE R. ODEN.
I have shown two flexible .membranes 20 overlying the groove and serving as a protection against deterioration of the filler by the elements so that its sealing prop-
US1740110D Means fob safeguarding concrete structures against leaking fractures Expired - Lifetime US1740110A (en)

Publications (1)

Publication Number Publication Date
US1740110A true US1740110A (en) 1929-12-17

Family

ID=3419586

Family Applications (1)

Application Number Title Priority Date Filing Date
US1740110D Expired - Lifetime US1740110A (en) Means fob safeguarding concrete structures against leaking fractures

Country Status (1)

Country Link
US (1) US1740110A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2580034A (en) * 1948-12-18 1951-12-25 Patent & Licensing Corp Covered expansion joint
US2850196A (en) * 1955-06-06 1958-09-02 Goodyear Tire & Rubber Joint structure
US4016692A (en) * 1972-10-20 1977-04-12 F. Von Langsdorff Bauverfahren Gmbh Composite paving structures and laying units therefor
US4544305A (en) * 1984-02-01 1985-10-01 Hair Roberta A Interlocking slab element for covering the ground and the like
US5173003A (en) * 1988-08-31 1992-12-22 Hair Roberta A Interlocking slab element and ground surface cover
US20030156443A1 (en) * 2002-02-19 2003-08-21 Moriarty Sharon L. High capacity memory module with built-in performance enhancing features
US20210131052A1 (en) * 2019-02-21 2021-05-06 Guangdong Research Institute Of Water Resources And Hydropower Aqueduct leakage repairing method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2580034A (en) * 1948-12-18 1951-12-25 Patent & Licensing Corp Covered expansion joint
US2850196A (en) * 1955-06-06 1958-09-02 Goodyear Tire & Rubber Joint structure
US4016692A (en) * 1972-10-20 1977-04-12 F. Von Langsdorff Bauverfahren Gmbh Composite paving structures and laying units therefor
US4544305A (en) * 1984-02-01 1985-10-01 Hair Roberta A Interlocking slab element for covering the ground and the like
US5173003A (en) * 1988-08-31 1992-12-22 Hair Roberta A Interlocking slab element and ground surface cover
US20030156443A1 (en) * 2002-02-19 2003-08-21 Moriarty Sharon L. High capacity memory module with built-in performance enhancing features
US20210131052A1 (en) * 2019-02-21 2021-05-06 Guangdong Research Institute Of Water Resources And Hydropower Aqueduct leakage repairing method
US11920313B2 (en) * 2019-02-21 2024-03-05 Guangdong Research Institute Of Water Resources And Hydropower Aqueduct leakage repairing method

Similar Documents

Publication Publication Date Title
CN105220713B (en) The waterproof construction of outer wall of basement subsiding crack
US1740110A (en) Means fob safeguarding concrete structures against leaking fractures
BRPI0621976A2 (en) fluid delivery device and method of providing an active substance
CN205557856U (en) Leakage structure is prevented at building expansion joint
KR19990022167U (en) device for stagnant water interception in wall
US1772821A (en) Concrete revetment
US2123016A (en) Cribbing
US1122866A (en) Expansion and contraction joint.
US1572887A (en) Building construction
KR20160046750A (en) An expansion joint preventing water leakage in the underground structure's connecting part and constructing method thereof
US2245633A (en) Joint cover
JP6544212B2 (en) Connection member and steel sheet pile wall
US1727242A (en) Burial vault
WO2007065961A1 (en) Set of construction parts which form a double-row and double-linkage system for building walls
US1332409A (en) Key-interlocking hollow-tile construction of silos
US3390498A (en) Concrete wall with plug
US1260024A (en) Tank.
US3524390A (en) Sealed joint intersection
US1879430A (en) Dam and method of constructing the same
US749765A (en) William n
US1334600A (en) Building construction
US1646997A (en) Concrete pavement for reservoirs, dams, levees, and the like
US2290424A (en) Expansion joint
CN207331770U (en) A kind of waterproof connecting structure of underground reserved passageway mouth
US2734466A (en) hammial