US2483080A - Concrete foundation with sill - Google Patents
Concrete foundation with sill Download PDFInfo
- Publication number
- US2483080A US2483080A US690038A US69003846A US2483080A US 2483080 A US2483080 A US 2483080A US 690038 A US690038 A US 690038A US 69003846 A US69003846 A US 69003846A US 2483080 A US2483080 A US 2483080A
- Authority
- US
- United States
- Prior art keywords
- foundation
- seal bead
- sill
- seal
- mud sill
- 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
Links
- 239000011324 bead Substances 0.000 description 24
- 239000004568 cement Substances 0.000 description 13
- 238000010276 construction Methods 0.000 description 3
- 239000011505 plaster Substances 0.000 description 3
- 150000001875 compounds Chemical class 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/02—Flat foundations without substantial excavation
Definitions
- This invention relates to improvements in seal proof air tight mud sills for foundations.
- An object of the invention is to provide an improved seal proof air tight mud sill for foundations which will provide an efficient and durable foundation construction for buildings which will provide a solid support for the building joists when secured upon the mud sill, and a seal bead to which the sheathing may be secured.
- Another object of the invention is to provide an improved concrete foundation construction in which L-shaped anchoring bolts may be set at spaced intervals to extend upwardly to pass through a mud sill to hold the same on the foundation, and the forwardly extending bolts being adapted to extend through a seal bead whose corners will be sealed with corking compound or other sealing material.
- Another object of the invetnion is to provide an improved seal proof air tight mud sill for foundations which will be highly efiicient in operation, and relatively inexpensive to manufacture and produce.
- Figure l is a vertical sectional view through a concrete form with temporary seal bead and mud sill secured in place while the concrete hardens and sets;
- Figure 2 is a plan View looking down on the concrete form with temporary seal bead and mud sill in place;
- Figure 3 is a sectional view of the foundation after the form elements have been removed
- Figure 4 is a transverse sectional view through the upper end of the concrete foundation showing the L-shaped tie bolts imbedded therein, and the seal bead ready to be placed in position, and
- Figure 5 is a transverse sectional view of the completed foundation with the mud sill and seal bead secured thereto and corked with corking compound.
- a concrete footing l is first laid in a trench at the desired depth below the grade level, and spaced mold form 2 and 3 will be supported upon the said footing l and secured thereto in any desired manner.
- a temporary seal bead 4 Will be secured to the mold form 2 about one and five-eighth inches above the grade line, and a triangular shaped chamfer strip 5 will be placed exactly on the grade line and nailed to the inner surface of the seal bead 4.
- strips of board 6 will be disposed across the mold on the grade line between the form 3 and on top of the chamfer strip 5, to support the L-shaped anchor bolts with legs 1 and 8 which extend respectively through the seal bead 4 and the boards 6, said bolts being inter-connected by means of the steel reinforcing members l5.
- the concrete 9 is then poured into the mold to completely fill the same and is allowed to set and harden.
- the forms 2 and 3 will be stripped off after the concrete has hardened, and also the seal bead 4 will be removed and likewise the chamfer strip 5.
- the lower inside edge of the seal bead 4 is ripped off on an angle (Fig. 4).
- the cut-off corner of the seal bead 4 is sealed with corking gum plaster cement l0, and the seal bead is replaced and tightened snugly by tightening down on the legs I.
- a chalk line and straight edge are used to be sure the seal bead is level, after which the nuts l6 on the legs I will be further tightened to hold the seal bead in fixed position.
- the cut-01f corner of the foundation is filled with plastic cement H where the chamfer strip 5 was removed, and the cement is spread over the top Of the cement foundation, after which the mud sill l 2 will be placed in position thereon with the anchor bolts 8 extending therethrough.
- the chalk line and straight edge are again used to see that the mud sill is level, after which the nuts I? on the legs 8 will be tightened down firmly, thus completing the foundation which will be allowed to set and harden a few hours before laying the fioor joists thereon.
- a mud sill for foundations including a cement foundation notched out at its upper outside edge, spaced L-shaped anchor bolts embedded in said cement foundation and having legs extending outwardly and upwardly therefrom, a seal bead in said notched out portion of said foundation, a mud sill on said foundation, said seal bead and mud sill being secured to the foundation by the legs of said L-shaped bolts, the inner lower corner of said seal bead being cut-off on an angle, and corking gum plaster cement disposed between said seal bead and foundation to seal said opening formed by the cutting off of the lower corner of said seal bead, and a filler of sealing cement disposed betweensaid mud sill and the top of said cement foundation.
- a mud sill for foundations including a cement foundation notched out at its upper outside edge, spaced L-shaped anchor bolts embedded in said cement foundation and having legs extending outwardly and upwardly therefrom, a seal head in said notched out portion of said foundation, a mud sill on said foundation, said seal bead and mud sill being secured to the foundation by the.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Description
Sept. 27, 1949. c. 1.. WILSON 2,483,080
CONCRETE FOUNDATION WITH SILL Filed Aug. 12, 1946 Patented Sept. 27, 1949 UNITED STATES PATENT OFFICE CONCRETE FOUNDATION WITH SILL Charles L. Wilson, Billings, Mont.
Application August 12, 1946, Serial N0. 690,038
2 Claims. 1
This invention relates to improvements in seal proof air tight mud sills for foundations.
An object of the invention is to provide an improved seal proof air tight mud sill for foundations which will provide an efficient and durable foundation construction for buildings which will provide a solid support for the building joists when secured upon the mud sill, and a seal bead to which the sheathing may be secured.
Another object of the invention is to provide an improved concrete foundation construction in which L-shaped anchoring bolts may be set at spaced intervals to extend upwardly to pass through a mud sill to hold the same on the foundation, and the forwardly extending bolts being adapted to extend through a seal bead whose corners will be sealed with corking compound or other sealing material.
Another object of the invetnion is to provide an improved seal proof air tight mud sill for foundations which will be highly efiicient in operation, and relatively inexpensive to manufacture and produce.
Other objects will appear as the description proceeds.
In the accompanying drawings which form a part of this application,
Figure l is a vertical sectional view through a concrete form with temporary seal bead and mud sill secured in place while the concrete hardens and sets;
Figure 2 is a plan View looking down on the concrete form with temporary seal bead and mud sill in place;
Figure 3 is a sectional view of the foundation after the form elements have been removed;
Figure 4 is a transverse sectional view through the upper end of the concrete foundation showing the L-shaped tie bolts imbedded therein, and the seal bead ready to be placed in position, and
Figure 5 is a transverse sectional view of the completed foundation with the mud sill and seal bead secured thereto and corked with corking compound.
Like characters of reference are used throughout the following specification and the accompanying drawings to designate corresponding parts.
In carrying out the invention, there is provided an improved form of mud sill for foundations, to u be formed in the following manner.
A concrete footing l is first laid in a trench at the desired depth below the grade level, and spaced mold form 2 and 3 will be supported upon the said footing l and secured thereto in any desired manner.
A temporary seal bead 4 Will be secured to the mold form 2 about one and five-eighth inches above the grade line, and a triangular shaped chamfer strip 5 will be placed exactly on the grade line and nailed to the inner surface of the seal bead 4. After this, strips of board 6 will be disposed across the mold on the grade line between the form 3 and on top of the chamfer strip 5, to support the L-shaped anchor bolts with legs 1 and 8 which extend respectively through the seal bead 4 and the boards 6, said bolts being inter-connected by means of the steel reinforcing members l5. The concrete 9 is then poured into the mold to completely fill the same and is allowed to set and harden.
The forms 2 and 3 will be stripped off after the concrete has hardened, and also the seal bead 4 will be removed and likewise the chamfer strip 5. The lower inside edge of the seal bead 4 is ripped off on an angle (Fig. 4). The cut-off corner of the seal bead 4 is sealed with corking gum plaster cement l0, and the seal bead is replaced and tightened snugly by tightening down on the legs I. A chalk line and straight edge are used to be sure the seal bead is level, after which the nuts l6 on the legs I will be further tightened to hold the seal bead in fixed position.
The cut-01f corner of the foundation is filled with plastic cement H where the chamfer strip 5 was removed, and the cement is spread over the top Of the cement foundation, after which the mud sill l 2 will be placed in position thereon with the anchor bolts 8 extending therethrough. The chalk line and straight edge are again used to see that the mud sill is level, after which the nuts I? on the legs 8 will be tightened down firmly, thus completing the foundation which will be allowed to set and harden a few hours before laying the fioor joists thereon.
From the foregoing description, it will be apparent that there has been devised and provided a highly efficient form of seal proof air tight mud sill for foundations, which will be relatively simple to install, and which will be highly efiicient in use.
While the preferred embodiment of the instant invention has been illustrated and described, it will be understood that it is not intended to limit the scope of the invention thereto, as many minor changes in detail of construction may be resorted to without departure from the spirit of the invention.
Having thus described my invention what I 3 claim as new and desire to secure by Letters Patent of the United States is:
1. A mud sill for foundations including a cement foundation notched out at its upper outside edge, spaced L-shaped anchor bolts embedded in said cement foundation and having legs extending outwardly and upwardly therefrom, a seal bead in said notched out portion of said foundation, a mud sill on said foundation, said seal bead and mud sill being secured to the foundation by the legs of said L-shaped bolts, the inner lower corner of said seal bead being cut-off on an angle, and corking gum plaster cement disposed between said seal bead and foundation to seal said opening formed by the cutting off of the lower corner of said seal bead, and a filler of sealing cement disposed betweensaid mud sill and the top of said cement foundation.
2. A mud sill for foundations including a cement foundation notched out at its upper outside edge, spaced L-shaped anchor bolts embedded in said cement foundation and having legs extending outwardly and upwardly therefrom, a seal head in said notched out portion of said foundation, a mud sill on said foundation, said seal bead and mud sill being secured to the foundation by the. legs of said L-shaped bolts, the inner lower corner of said seal bead being cut-off on an angle, corking gum plaster cement disposed between said seal bead and foundation to seal said opening formed by cutting off of the inner lower corner of said seal bead, the upper edge of said foundation being cut off at an angle between the upper surfaces thereof and the adjacent wall of said notched out portion, and a sealing filling of plastic cement disposing in said opening thus formed and spread over the upper surface of the foundation prior to placing the mud sill in position thereon.
CHARLES L. WILSON.
REFERENCES CITED The following references are of record in the file of this patent:
UNITED STATES PATENTS 20 Number Name Date 983,214 Dean Jan. 31, 1911 1,622,962 Michod Mar. 29, 1927 1,929,226 Watkins Oct. 3, 1933 2,142,060 Miner Dec. 27, 1938 5 2,149,026 McBride Feb. 28, 1939 2,186,310 Von Hoefen Jan. 9, 1940
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US690038A US2483080A (en) | 1946-08-12 | 1946-08-12 | Concrete foundation with sill |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US690038A US2483080A (en) | 1946-08-12 | 1946-08-12 | Concrete foundation with sill |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US2483080A true US2483080A (en) | 1949-09-27 |
Family
ID=24770840
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US690038A Expired - Lifetime US2483080A (en) | 1946-08-12 | 1946-08-12 | Concrete foundation with sill |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US2483080A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2689987A (en) * | 1952-02-04 | 1954-09-28 | Joseph J Berger | Coupling device for building structures |
| US2797446A (en) * | 1952-06-19 | 1957-07-02 | Miller Rudi | Building construction |
| US3305987A (en) * | 1961-09-21 | 1967-02-28 | Floyd E Weaver | Joist-supporting structure and method |
| US4125980A (en) * | 1976-12-30 | 1978-11-21 | Miraldi Robert V | Foundation, method of constructing same and parts useable therein |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US983214A (en) * | 1910-03-19 | 1911-01-31 | William H Dean | Wall construction. |
| US1622962A (en) * | 1923-09-10 | 1927-03-29 | Charles L Michod | Building construction |
| US1929226A (en) * | 1931-02-16 | 1933-10-03 | Watkins Charles | Frame building |
| US2142060A (en) * | 1936-11-11 | 1938-12-27 | Roesch Porcelain Construction | Prefabricated building |
| US2149026A (en) * | 1937-12-01 | 1939-02-28 | Othmar A Moeller | Wood flooring |
| US2186310A (en) * | 1937-07-12 | 1940-01-09 | Metal Homes Inc | Metal building construction |
-
1946
- 1946-08-12 US US690038A patent/US2483080A/en not_active Expired - Lifetime
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US983214A (en) * | 1910-03-19 | 1911-01-31 | William H Dean | Wall construction. |
| US1622962A (en) * | 1923-09-10 | 1927-03-29 | Charles L Michod | Building construction |
| US1929226A (en) * | 1931-02-16 | 1933-10-03 | Watkins Charles | Frame building |
| US2142060A (en) * | 1936-11-11 | 1938-12-27 | Roesch Porcelain Construction | Prefabricated building |
| US2186310A (en) * | 1937-07-12 | 1940-01-09 | Metal Homes Inc | Metal building construction |
| US2149026A (en) * | 1937-12-01 | 1939-02-28 | Othmar A Moeller | Wood flooring |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2689987A (en) * | 1952-02-04 | 1954-09-28 | Joseph J Berger | Coupling device for building structures |
| US2797446A (en) * | 1952-06-19 | 1957-07-02 | Miller Rudi | Building construction |
| US3305987A (en) * | 1961-09-21 | 1967-02-28 | Floyd E Weaver | Joist-supporting structure and method |
| US4125980A (en) * | 1976-12-30 | 1978-11-21 | Miraldi Robert V | Foundation, method of constructing same and parts useable therein |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US2695159A (en) | Precast fence | |
| CN209145035U (en) | The node structure used for grouting at the installation joints of prefabricated building shear walls | |
| US1777926A (en) | Masonry construction | |
| US2483080A (en) | Concrete foundation with sill | |
| US4459063A (en) | Building construction | |
| US4375143A (en) | Mortar stop for hollow block foundation walls with attached locator tab | |
| US1684624A (en) | Concrete construction | |
| US2602321A (en) | Method of constructing a prefabricated bridge structure | |
| CN105780940B (en) | building expansion joint anti-leakage structure | |
| US2531576A (en) | Method of casting concrete building elements | |
| US6183575B1 (en) | Method and strip for sealing and formation of a sealable groove in a body of settable material | |
| US5339590A (en) | Trapezium-shaped aqueously-swelling concrete joint-sealing method | |
| JPH0475966B2 (en) | ||
| US2928274A (en) | Method of and means for installing a counterflashing in a wall | |
| US3067545A (en) | Artificial siding for frame buildings | |
| US1525797A (en) | Process for molding wall sections | |
| US8628703B2 (en) | Apparatus and system for forming concrete blockouts | |
| US9611615B2 (en) | Apparatus and method for stabilizing a slab foundation | |
| CN204753402U (en) | Thoughtlessly congeal soil box roof beam manhole and seal module system all | |
| JPS62170638A (en) | Anti-ant structure and ant-proof construction method | |
| GB1562661A (en) | Seals for construction joints in concrete slabs or other concrete structures | |
| FR2283273A1 (en) | Construction of walls using rendered panels - by pouring concrete on panels with concrete anchoring projections | |
| GB2058898A (en) | Damp Proof Course | |
| JPH0137044Y2 (en) | ||
| JPH0119697Y2 (en) |