US850667A - Cistern-former. - Google Patents
Cistern-former. Download PDFInfo
- Publication number
- US850667A US850667A US30585806A US1906305858A US850667A US 850667 A US850667 A US 850667A US 30585806 A US30585806 A US 30585806A US 1906305858 A US1906305858 A US 1906305858A US 850667 A US850667 A US 850667A
- Authority
- US
- United States
- Prior art keywords
- cistern
- former
- sections
- flanges
- stave
- 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
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C45/00—Injection moulding, i.e. forcing the required volume of moulding material through a nozzle into a closed mould; Apparatus therefor
- B29C45/17—Component parts, details or accessories; Auxiliary operations
- B29C45/40—Removing or ejecting moulded articles
- B29C45/44—Removing or ejecting moulded articles for undercut articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
- B28B7/168—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes for holders or similar hollow articles, e.g. vaults, sewer pits
Definitions
- Cistern-Forrhers of which the following is a specification.
- This invention relates to cistern-formers, the object of the invention being to provide a sectional or knockdown former around or about which the Wall or walls of the cistern are adapted to be formed out of a suitable composition embodying cement, the construction of the former being such that it may be readily set up and knocked down or taken apart after the wall of the cistern has hardened suflioiently.
- Figure 1 is a diametrical longitudinal section through a cistern, showing the construction of the former and the arrangement and use of the same prior to its removal.
- Fig. 2 is a horizontal section through the former.
- Fig. 3 is a plan view of one of the adjustable rings or hoops used at the top and bottom of the former.
- Fig. 4 is a side elevation of the same.
- Fig. 5 is an enlarged sectional view of adjoining stave-sections, showing the means for coupling the same to ether.
- Fig. 6 is a sectional view of one of t e stave-sections.
- Fig. 7 is a detail perspective view illustrative of the means for coupling the sections together.
- the c1stern-former contemplated in this invention may be described as composed of three main partsa cylindrical central part 1, a dome-shaped top part 2, and an inverted frusto-conical lower part 3, all of said parts being joined together in a manner hereinafter described to form one continuous former around which the cement composition is introduced into the excavation for the cistern, as shown in Fig. 1.
- each of the parts 1, 2, and 3 is composed of a plurality of stave-sections, and in order to clearly understand the construction of the cistern-former as a whole I will proceed with the description of the lower frusto-conical portion 3.
- the said portion 3 is composed of the requisite number of stave-sections 1, each iof which is made tapering or wider at one end 7 than the other and provided along its converging side edges with inwardly-projecting flanges 5, each of which is provided along its length and at suitable intervals with oblong holes 6.
- the flanges 5 are brought together, as shown in Fig.
- the flanges are provided with slots 10, standing vertically and adapted to receive a bottom ring or hoop 11, which is shown in detail in Figs. 3 and 4, said hoop being composed of several sections which overlap each other, some of the sections be' ing provided with longitudinal slots 12, while the other sections are provided with clamping-bolts 13, passing through the slots 12, thereby providing for adjusting the size of the hoop 1 1 to correspond with the size of the cistern at the top or bottom, as the case may be, and the number of stave-sections employed in connection therewith, according to the size of the completed cistern.
- Fig. 1 By reference to Fig.
- the hoop 11 enters the slots 12 of the flanges of all the stave-sections, and thus forms an additional brace for preventing the spreading of the former at the top and bottom, it being noted that a corresponding ring or hoop 11 is employed at the top or mouth of the cistern, where the flanges of the upper stave-sections forming the dome 2 are correspondingly slotted to receive said top ring or hoop, as shown in Fig. 1.
- the intermediate cylindrical part 1 and the dome-shaped top part 2 are constructed in sections the same as the lower frusto-con ical part 3 and bolted together in the same manner, as hereinabove described, the flanges of one part being adapted to overlap the flanges of the adjoining part, as shown in Fig. 5, and held together by means of coupling-bolts 7, the same as those previously described and illustrated. in detail in Fig. 7.
- the body portions of the stave-sections of the top part 2 extend downward outside of the corresponding body portions of the part 1, as shown at 14:, and the body portions of the stave-sections 0f the part 2 extend downward outside of and overlap the upper edges of the stave-sections of the art 3, as shown at 15 in Fig. 1.
- Some of t e stave-sections are provided with trap-doors 16 to enable the workmen to remove any earth or other matter which may accumulate upon the outside of the former after the same is set in place in the excavation formed therefor, the excavation being illustrated at 17 in Fig. 1.
- the excavation 17 is made sufficiently larger than the external dimensions of the former to leave a surrounding space, which when the former has been put in place is filled with a composition embodying cement, which when hardened constitutes the wall 18 0f the cistern.
- Bands or rings 19 may be embedded in the composition wall 18 to serve as braces or reinforcing elements therefor, if desired, and said bands or rings may be arranged at any suitable distance apart.
- a cistern-former embodying a cylindrical body part, a dome-shaped top part, and a frusto-conical lower part, each of said parts being composed of a circular series of detachably-connected sections or staves, the sections of one part embracing and overlapping the sections of the adjoining next lower part or parts and all of the parts ben g provided with abutting flanges formed with oblong holes, bolts having oblong heads removably fitted to the holes in said flanges, and braces connecting said flanges.
- a cistern-former embodying a cylindrical body part, a dome-shaped top part, and a frusto-conical bottom part, each of said partsbeing composed of a plurality of detachably connected sections having abuttmg flanges extending from top to bottom and having slots, means for securing said flanges together, and annular braces or hoops fitted to the slots in all of said flanges of the stavesections of the top and bottom parts of the former, substantially as described.
- a cistern-former embodying a circular series of sections or staves having inwardlyprojecting flanges extending from top to bottom thereof and provided at the top and bottom of the former with open slots, means for securing said flanges together, and hoops removably fitted in all of the slotsat the top and bottom of the former, substantially as and for the purpose described.
- a cistern-former embodying a circular series of sections or staves provided with inwardly-projecting flanges extending from top to bottom thereof and having slots in their upper and lower ends, means for securing said flanges together, and hoops removably fitted in all of said slots and made extensible in size, substantially as and for the purpose set forth.
Description
PATENTBD APR. 16, 1907.
G. A. MITCHELL. GISTERN FORMER. APPLICATION I'YILED MARIN, 1906.
' I 2SHEETS-SHEET 1.
Fig l J 0*. fl. mizch izz,
wit" eases 7H: uonn s PETERS cmjwnsmucram o.
gnuzufoz I No, 850,667. Y PATENTED APR.1-6, 190v.v
0. A. MITCH-ELL. OI'STBRN FORMER. APPLICATION FILED MAR. 13, 1906.
2 SHEETSSHEET 2.
CHARLES A. MITCHELL, OFIINDIANAPOLIS, INDIANA.
CISTERN-FORIVIER.
Specification of Letters Patent.
Patented April 16, 1907.
Application filed March 13, 1906. Serial No. 305,858-
To all whom it may concern.-
Be it known that I, CHARLES A. MITCHELL, a citizen of the United States, residing at Indianapolis, in the county of Marion and State of Indiana, have invented new and useful Improvements in Cistern-Forrhers, of which the following is a specification.
This invention relates to cistern-formers, the object of the invention being to provide a sectional or knockdown former around or about which the Wall or walls of the cistern are adapted to be formed out of a suitable composition embodying cement, the construction of the former being such that it may be readily set up and knocked down or taken apart after the wall of the cistern has hardened suflioiently.
With the above and other objects in view, the nature of which will more fully appear as the description proceeds, the invention consists in the novel construction, combination, and arrangement of parts hereinafter more fully illustrated, described, and claimed.
In the accompanying drawings, Figure 1 is a diametrical longitudinal section through a cistern, showing the construction of the former and the arrangement and use of the same prior to its removal. Fig. 2 is a horizontal section through the former. Fig. 3 is a plan view of one of the adjustable rings or hoops used at the top and bottom of the former. Fig. 4 is a side elevation of the same. Fig. 5 is an enlarged sectional view of adjoining stave-sections, showing the means for coupling the same to ether. Fig. 6 is a sectional view of one of t e stave-sections. Fig. 7 is a detail perspective view illustrative of the means for coupling the sections together.
The c1stern-former contemplated in this invention may be described as composed of three main partsa cylindrical central part 1, a dome-shaped top part 2, and an inverted frusto-conical lower part 3, all of said parts being joined together in a manner hereinafter described to form one continuous former around which the cement composition is introduced into the excavation for the cistern, as shown in Fig. 1.
Each of the parts 1, 2, and 3 is composed of a plurality of stave-sections, and in order to clearly understand the construction of the cistern-former as a whole I will proceed with the description of the lower frusto-conical portion 3. The said portion 3 is composed of the requisite number of stave-sections 1, each iof which is made tapering or wider at one end 7 than the other and provided along its converging side edges with inwardly-projecting flanges 5, each of which is provided along its length and at suitable intervals with oblong holes 6. In setting up the section 3 of the cistern-former the flanges 5 are brought together, as shown in Fig. 5, and secured by means of bolts 7 one of the latter being illus trated in detail in Fig. 7 and comprising an oblong head 8 and a winged nut 9, the head 8 being adapted to be passed through the open ings 6 in the flanges 5, after which the bolt is given a quarter-turn, which prevents said bolt from slipping out of the holes in the flanges. By then tightening the nut 9 the flanges are securely bound together.
At their lower ends the flanges are provided with slots 10, standing vertically and adapted to receive a bottom ring or hoop 11, which is shown in detail in Figs. 3 and 4, said hoop being composed of several sections which overlap each other, some of the sections be' ing provided with longitudinal slots 12, while the other sections are provided with clamping-bolts 13, passing through the slots 12, thereby providing for adjusting the size of the hoop 1 1 to correspond with the size of the cistern at the top or bottom, as the case may be, and the number of stave-sections employed in connection therewith, according to the size of the completed cistern. By reference to Fig. 1 it will be seen that the hoop 11 enters the slots 12 of the flanges of all the stave-sections, and thus forms an additional brace for preventing the spreading of the former at the top and bottom, it being noted that a corresponding ring or hoop 11 is employed at the top or mouth of the cistern, where the flanges of the upper stave-sections forming the dome 2 are correspondingly slotted to receive said top ring or hoop, as shown in Fig. 1.
The intermediate cylindrical part 1 and the dome-shaped top part 2 are constructed in sections the same as the lower frusto-con ical part 3 and bolted together in the same manner, as hereinabove described, the flanges of one part being adapted to overlap the flanges of the adjoining part, as shown in Fig. 5, and held together by means of coupling-bolts 7, the same as those previously described and illustrated. in detail in Fig. 7.
The body portions of the stave-sections of the top part 2 extend downward outside of the corresponding body portions of the part 1, as shown at 14:, and the body portions of the stave-sections 0f the part 2 extend downward outside of and overlap the upper edges of the stave-sections of the art 3, as shown at 15 in Fig. 1. Some of t e stave-sections are provided with trap-doors 16 to enable the workmen to remove any earth or other matter which may accumulate upon the outside of the former after the same is set in place in the excavation formed therefor, the excavation being illustrated at 17 in Fig. 1.
It will be observed that the excavation 17 is made sufficiently larger than the external dimensions of the former to leave a surrounding space, which when the former has been put in place is filled with a composition embodying cement, which when hardened constitutes the wall 18 0f the cistern. Bands or rings 19 may be embedded in the composition wall 18 to serve as braces or reinforcing elements therefor, if desired, and said bands or rings may be arranged at any suitable distance apart.
By means of the construction hereinabove described and by reason of the particular shape of the former as a whole excavating for the cistern is made easier, as the bulk of the excavating is accomplished before the formation of the narrowing or contracted portion of the hole, thereby saving considerable trouble and work and obviating the tendency of the walls of the excavation to cave in and also effecting a considerable saving in the amount of cement or composition used. Furthermore, on account of narrowing or reducing the lower portion of the cistern any substance or foreign matter getting into the cistern will be directed toward the center there of, so that the cistern may be quickly cleaned out and all such matter removed. The particular shape of the cistern-walls renders the cistern self-bracing and less liable to break down and leak than the ordinary cylindrical cistern now in common use.
I claim 1. A cistern-former embodying a cylindrical body part, a dome-shaped top part, and a frusto-conical lower part, each of said parts being composed of a circular series of detachably-connected sections or staves, the sections of one part embracing and overlapping the sections of the adjoining next lower part or parts and all of the parts ben g provided with abutting flanges formed with oblong holes, bolts having oblong heads removably fitted to the holes in said flanges, and braces connecting said flanges.
2. A cistern-former embodying a cylindrical body part, a dome-shaped top part, and a frusto-conical bottom part, each of said partsbeing composed of a plurality of detachably connected sections having abuttmg flanges extending from top to bottom and having slots, means for securing said flanges together, and annular braces or hoops fitted to the slots in all of said flanges of the stavesections of the top and bottom parts of the former, substantially as described.
3. A cistern-former embodying a circular series of sections or staves having inwardlyprojecting flanges extending from top to bottom thereof and provided at the top and bottom of the former with open slots, means for securing said flanges together, and hoops removably fitted in all of the slotsat the top and bottom of the former, substantially as and for the purpose described.
4. A cistern-former embodying a circular series of sections or staves provided with inwardly-projecting flanges extending from top to bottom thereof and having slots in their upper and lower ends, means for securing said flanges together, and hoops removably fitted in all of said slots and made extensible in size, substantially as and for the purpose set forth. a
In testimony whereof I afiix my signature in presence of two witnesses.
CHARLES A. MITCHELL.
Witnesses:
SERAPH BAGE, WM. B. SCHWARTZ.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US30585806A US850667A (en) | 1906-03-13 | 1906-03-13 | Cistern-former. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US30585806A US850667A (en) | 1906-03-13 | 1906-03-13 | Cistern-former. |
Publications (1)
Publication Number | Publication Date |
---|---|
US850667A true US850667A (en) | 1907-04-16 |
Family
ID=2919126
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US30585806A Expired - Lifetime US850667A (en) | 1906-03-13 | 1906-03-13 | Cistern-former. |
Country Status (1)
Country | Link |
---|---|
US (1) | US850667A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2936504A (en) * | 1955-10-03 | 1960-05-17 | Stormaster Tornado Shelter Co | Process for making a concrete shelter |
US3012300A (en) * | 1955-10-03 | 1961-12-12 | Stormaster Tornado Shelter Co | Form for concrete shelter |
US3767157A (en) * | 1971-05-03 | 1973-10-23 | J Davis | Sectional interior concrete form |
US4081167A (en) * | 1975-10-14 | 1978-03-28 | Otto Heinzle | Vertically flaring concrete form |
US4406439A (en) * | 1981-05-06 | 1983-09-27 | Garter Max J | Poured concrete forming system for spa pools |
US5979138A (en) * | 1997-12-12 | 1999-11-09 | Allen; Timothy R. | Adjustable concrete forms |
US20070221819A1 (en) * | 2006-03-24 | 2007-09-27 | Murphy Mark W | Septic tank fabrication system |
-
1906
- 1906-03-13 US US30585806A patent/US850667A/en not_active Expired - Lifetime
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2936504A (en) * | 1955-10-03 | 1960-05-17 | Stormaster Tornado Shelter Co | Process for making a concrete shelter |
US3012300A (en) * | 1955-10-03 | 1961-12-12 | Stormaster Tornado Shelter Co | Form for concrete shelter |
US3767157A (en) * | 1971-05-03 | 1973-10-23 | J Davis | Sectional interior concrete form |
US4081167A (en) * | 1975-10-14 | 1978-03-28 | Otto Heinzle | Vertically flaring concrete form |
US4406439A (en) * | 1981-05-06 | 1983-09-27 | Garter Max J | Poured concrete forming system for spa pools |
US5979138A (en) * | 1997-12-12 | 1999-11-09 | Allen; Timothy R. | Adjustable concrete forms |
US20070221819A1 (en) * | 2006-03-24 | 2007-09-27 | Murphy Mark W | Septic tank fabrication system |
US8048346B2 (en) * | 2006-03-24 | 2011-11-01 | Murphy Mark W | Septic tank fabrication system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US850667A (en) | Cistern-former. | |
US1280173A (en) | Wall-tie. | |
US1190002A (en) | Building-column. | |
US1166987A (en) | Silo. | |
US1168909A (en) | Construction of tubular members. | |
US875518A (en) | Sectional sewer-mold. | |
US1029024A (en) | Culvert-mold. | |
US927806A (en) | Collapsible cistern-mold. | |
US879662A (en) | Culvert-mold. | |
US1215983A (en) | Silo. | |
US1160131A (en) | Silo-mold. | |
US1130947A (en) | Collapsible concrete-form. | |
US1027176A (en) | Collapsible form for concrete culverts. | |
US1212397A (en) | Silo construction. | |
US739549A (en) | Mold or form for concrete walls. | |
US1123473A (en) | Mold. | |
US907878A (en) | Knockdown form for the construction of concrete bins. | |
US1316768A (en) | Charles p | |
US1293163A (en) | Concrete drain-pipe. | |
US1212211A (en) | Adjustable concrete-form. | |
US733810A (en) | Adjustable cistern-forming device. | |
US1033916A (en) | Post. | |
US804167A (en) | Form for making cisterns and cesspools. | |
US854524A (en) | Supporting structure for building culverts and the like. | |
US902666A (en) | Form for making cisterns. |