US1104703A - Method of forming concrete piles in place. - Google Patents
Method of forming concrete piles in place. Download PDFInfo
- Publication number
- US1104703A US1104703A US7?9561A US1104703DA US1104703A US 1104703 A US1104703 A US 1104703A US 1104703D A US1104703D A US 1104703DA US 1104703 A US1104703 A US 1104703A
- Authority
- US
- United States
- Prior art keywords
- pile
- place
- concrete piles
- concrete
- forming concrete
- 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
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
Definitions
- the pile consists of o sheet metal tubular casing or fom] 6, of a cross section suited o h@ oof which the pe has, to sustain, or o obfafr conditions eguloted by the purpose px'efemby of oy'ndroa form, and is manie up o a plumhy of courses gomed end to @m1, so that; the ple will bo of such. ultif moto iongh as equirec. Centrally within :im out-oi' she, 6, 1s pl'ovlded an mner shell s ocec from the outer Shell.
- Said inner shell is comfenien'sfny oo noted of piping; of suaoe iamgor, ma horoof being threaderl t their oppofro, abut-ting ends and convoco red by ooi A mi, i0; file owsrmospiece ione? simboing formed of holi- ⁇ s'aown in. Th .rmer shll 4f oonoiilies channel of core through which ibo soi Washed owojf from undo?
- a in the Swine ligure, represents the inflow of Water through said jet pipe 1
- the weight of thev concrete filling l1 will cause the latter to sink ⁇ in the cavity formed in the soil.
- tl'ie ⁇ 1torin is extended upward by adding further sections to the outer and inner shells. This muy be conveniently done us shown in Figs. and 6, the ends of the outer shell being;- connected by means of butt strips 8 riveted in place by rivets 14. Next an upper section ot the inner shell 4 is fas: tened in place.
- One of theiinportent features of my improved method is that :ill the Concrete used in the making or' the pilemiiy be inspected, u'hieh insures uniformity of the mass.
Description
W; R. PHILLIPS. METHOD 0F Pomme CONCRETE PILES IN PLAGE.
I APPLICATION FILED APRHL 1913.
Patent@ July 2l, NM,
4 IN .VENTOR Wm. R. Philff'im DLV I TNESSES (2Q/CISL the form M11 hrough ibo com of' ih@ form and 'provong l "Nif arial No. $15,165 and 110W i I therebv wrox-x' my imo ixmeza shegfor woshng way the soil from unfer .the boom of tha pile, soms to obtain a cavity for the flotter to sink into.
The pile consists of o sheet metal tubular casing or fom] 6, of a cross section suited o h@ oof which the pe has, to sustain, or o obfafr conditions eguloted by the purpose px'efemby of oy'ndroa form, and is manie up o a plumhy of courses gomed end to @m1, so that; the ple will bo of such. ultif moto iongh as equirec. Centrally within :im out-oi' she, 6, 1s pl'ovlded an mner shell s ocec from the outer Shell. in the bottom @if fue o'wer @ad of he form-seotlon, o be oom-,oreal bottom 7 conveniently formed f @fined with a. im ange 7% which is :in place by rlves 13, 1n the bo'tom wsv oourse or sect-lon 6 o the outer f; on the. ground, is @stoned a recessed or' om; f o of the outer Section 6, os Well as ihsfew of the commi part o1;v bottom 7 of me mer shell me beveled so as to adopt hem out into he ground. lThe l l wldest pori; on of the bottom; is made o such dmmoiezo WSS t snugly he mtemof of lhs oue? si 'iion 6, 'and said botom 7 serves to Suppot ik@ fing 1lA o he ground, ding a soixung space at the bottom bottom of the form. hciune shell 4 is bu up iu longh in corrospomemce with the oue? fofm o, sous to @mend to the @op of tho uppermost kCourse of the lae; Said inner shell is comfenien'sfny oo noted of piping; of suaoe iamgor, ma horoof being threaderl t their oppofro, abut-ting ends and convoco red by ooi A mi, i0; file owsrmospiece ione? simboing formed of holi-` s'aown in. Th .rmer shll 4f oonoiilies channel of core through which ibo soi Washed owojf from undo? the is Qqxeef', as Shown 'l'm azu'ov V ha ism' sxe Ll fado of'such matar m io pei ohyrauo pipe, i, to be in rein, shown in Figs. 3 :md 6; S 'pipe oeng connected :Lt 3 with fable head of was *es follws: The lower section or course of between the vouter andiiimer shells is then filled .spith concrete es shown l; ai guide ruine (not shownLheyingbeen preyiously set up around thefori'h, so :is to `duide the pile straight when sinking into the ground. L :ind water under n suitziqble head is die?- charged through said pipe, and the latter being 'manipulated in such manner as to "nsh away the earth from under the bottom of the form o. The right :regulan-portion 3 of the jet pipe, 1, also serves esja ha'ndle, facilitating,r the manipulation of'the letter. The soitwashed nwziy from underthe form 6 is disttharged, together lwith the Waiter', through the spout 4 of the inner s'hell 4, as indicated by the arrows in the lower part :i nd :it Z; in Fig. the arrow, a, in the Swine ligure, represents the inflow of Water through said jet pipe 1 As the soil is washed from-under the form the weight of thev concrete filling l1 will cause the latter to sink` in the cavity formed in the soil. When theform has been so tur-sunk into the ground that its upper end is almost flush therewith tl'ie`1torin is extended upward by adding further sections to the outer and inner shells. This muy be conveniently done us shown in Figs. and 6, the ends of the outer shell being;- connected by means of butt strips 8 riveted in place by rivets 14. Next an upper section ot the inner shell 4 is fas: tened in place. The extension of the form so built is then also filled with concrete, and the hydraulic process of sinking' the pile is continued. ln Fi the vpile is shown as sunkits full depth, and as having' the inner shell 4 also filled 'With concrete, 12, which is the inil step in the construction of ,my pile. In someeases the filling of the outer form G, :is well as the inner shell 1L, in stead of being of concrete maybe sund, or other material which will peek sufficiently to impart solidity to the pile as n Whole, and render it .adopted to support its load.
One of theiinportent features of my improved method is that :ill the Concrete used in the making or' the pilemiiy be inspected, u'hieh insures uniformity of the mass.
claim:
l, The method of forming a concrete pile 'in place which consists in placing, Where the pileis to be formed, a tubular forni coin- The pipe, l, is then insertedv pi'ising outer und inner shells spaced' spurt, filling' the space between the shells with pile forming material, thereby Weighting the fjorm, supporting the filling above the v*ground solas to provide n scouring' space within the liottoiu'of. the foi-1n, sinkingthe form by scouring` :muy the soil troni under ,.,fgffby a hydraulic streuni introduced through the boreo' the forni, discharging seid soil through the bore, extending' upward the outer and inner shells ot the forni es the letter is sunk into the groundfeiiid iilliuo; such extensions with pile forming `materiel as required.l l 1 2. The method of forming s concrete pile in place which eonsistsin placing, Where the pile is to be formed, a tubular form comprising outer and jinnerlshellsspaeed apart, lhng the space between the shells with pile forming materiel, thereby Weightthe ground so sto provi e a scouring space within the bottom of' the forni, sinking the torni by scouring away the soil from under it by a hydraulic stream introduced through the bore'of the form, discharging seid soil ithrough the bore, extending upward the @outer and inner shells oit the form fis the latter is sunk into-the `ufround, .filling such es:- tensons with pile forming materiel as required, and finally filling also the scouring pile forming material. l
The method of `forming a concrete pile 'in place which consists in placing` where the pile is to be formed, a tubular forni comprising outer and inner shells spaced upm-t, filling the space between the shells with pile forming materiah tlierelov ,weighting the form, supporting 'the .filling above the ground so as to provide a 4scouringl splice Within the bottom of the form, sinking;V the form by scouring away the soil from under it by :i hydraulic stream introduced through the bore of the form, discharging said soil through the bore, extending,` upward the outer und inner shells of the forni :is'the latter' is sunk into the ground, filling suoli extensions With'pile forming materiel as re` quired, .and finally filling" also the scouring :space within the bottoni ot' the form und the bore of the forni with pile forming iiietei'izil WILLlAM R. PHILLPS.
Witnessesz CECIL LONG, WM. C. Soiiiiir'r.
ing the forig'supp'ortin the fillingy zibovey een space Within the bottom" of the `form with
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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US1104703TA |
Publications (1)
Publication Number | Publication Date |
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US1104703A true US1104703A (en) | 1914-07-21 |
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Family Applications (1)
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US7?9561A Expired - Lifetime US1104703A (en) | Method of forming concrete piles in place. |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3186181A (en) * | 1962-10-18 | 1965-06-01 | Raymond Int Inc | Filling of pile shells with concrete |
US3530677A (en) * | 1967-09-13 | 1970-09-29 | Ainsley Neville Ede | Manholes inspection chambers and pipe junctions |
-
0
- US US7?9561A patent/US1104703A/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3186181A (en) * | 1962-10-18 | 1965-06-01 | Raymond Int Inc | Filling of pile shells with concrete |
US3530677A (en) * | 1967-09-13 | 1970-09-29 | Ainsley Neville Ede | Manholes inspection chambers and pipe junctions |
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