US860400A - Sewer-pipe. - Google Patents

Sewer-pipe. Download PDF

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Publication number
US860400A
US860400A US31431506A US1906314315A US860400A US 860400 A US860400 A US 860400A US 31431506 A US31431506 A US 31431506A US 1906314315 A US1906314315 A US 1906314315A US 860400 A US860400 A US 860400A
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pipe
ties
concrete
layer
reinforcing
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US31431506A
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Edward L Maag
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L39/00Joints or fittings for double-walled or multi-channel pipes or pipe assemblies
    • F16L39/005Joints or fittings for double-walled or multi-channel pipes or pipe assemblies for concentric pipes

Definitions

  • This invention relates to improements in pipes oi that type which are commonly employed for the con- A i @struction of sewers and 'which areiormed insections connectedby spigot jointes
  • the pipe embodied in 'the present invention is digned iw'be formed oi some plastic material such as concrete having a .number oi peculiarly designed reinforcing members embedded therein. l'he reinforcing members'are peculiarly iormed so as to prevent any serious injury to j the pipe by a slight cracking ofthe concreteand also so asto enable the concrete to be thoroughly taxnped the formation ot' the pipe.
  • FIG. l is aside elevation ot' a sewer pipe coni structed in accordancem'th the invention. parts be ing broken away; Pig. 2 is a transverse sectional View through the pipe on the line 2'2.-i F'Lg. 1: Fig. 3 is a detail view ot' one oi the U-siraped ties; Fig. 4 is a de- Fig. 6 shows a modification et' the tie illtEnated in -rig.-4. l
  • the numeral 1 designates vthe Apipe which is enlargedat one'end to yiorzn thebell 2 andv which is i shownas having a circular cross section, although i other cross sections could be. employed without dei parting from the spirit oi the invention.
  • This pipe- ⁇ which is formed oi some plastic triat'erah
  • Preferably concrete,' is reinforced by ymeans o the ti l3 embed. ded in the concrete.
  • ties areangular and are approximatelyy ll-shaped and comprise a cross b ar y4 which isla'terally disposed inthe concrete so as turesist any tendency of the pipe to burst or split longii tndinally.
  • the preferred method of procedure is to placevenough concrete in the mold to form one layer which mayl be Y designatedin the drawings by the numeral 6.v
  • the U-shaped ties are then placed in position andthe layer oi concrete thoroughly tamped.
  • Thenext layer T of concrete may then be placed in the mold upon the ⁇ first layerand the process again repeated, the ties ⁇ 3 in the second layer being so placed that the crues' bars 4 alternate and oyerlap the cross bats 4 in the layer Band'that the arms 5 the layer 7 extend longitudinally/along the pipe so as to overlap and loosely engage the cross bars 4 ot' the ties in .the layer 6.
  • the pipe is thus formed by a series oi successive layers each of rt'hichiis thoroughly tamped'so as toelixninate the voids ⁇ and force the Vconcrete into a closeuniun ,wv-ithth'e'tie's-fvv L, Where thcpipe 'B formedvtvith afbell 2, the same preferably basa continuous lring or kband 8 embedded therein, which 'is overlapped by a series oflongitndi.' 1700 nal reinforcing rods v9 extending into they body of the These ,longitudinal rods 9 comprisev twouarms pipe.
  • 'tin-s 3 may be given a zgzagconstmction, as show-nin Fig. Brand the tit-s 9 ⁇ iol' the'bellmay also be .'vena eimilar construction as vshown in Fig. ⁇ 6.
  • a pipe having: u bell at one enti thereof and formed o! kplastic material. U-shaped reinforcing memliersfemliedded, in the body of the pipe. n reinforcing rlnglembedded in the bell vand longitudinally extending reinforcing rods provided' with intermediate onset portions und having one end 40' v overlapping the reinforcing ring und theutherend oven' ⁇ f lapping the 'li-shaped reinforcing members in the body ofi;k v

Description

. Be it known that I,y Bowan L. llano, a citizen j. .ni the United States, res'ding at`fClarksburg, in the ty county oi Ross and State or'. hiofhave invented cer rmwano nomad-oricmnnsnndomo.
` SEWER-PIPEL- tain new and useiul Improvements in SewerfPipes', oi
- 'which the following is arspe-cieatiou.
This invention relates to improements in pipes oi that type which are commonly employed for the con- A i @struction of sewers and 'which areiormed insections connectedby spigot jointes, The pipe embodied in 'the present invention is digned iw'be formed oi some plastic material such as concrete having a .number oi peculiarly designed reinforcing members embedded therein. l'he reinforcing members'are peculiarly iormed so as to prevent any serious injury to j the pipe by a slight cracking ofthe concreteand also so asto enable the concrete to be thoroughly taxnped the formation ot' the pipe.
` feo `tails of constructionvand the means for effecting the Y mult, 4reference is to be had to the iollowingdescrip tion and accompanying in irhich:
For a full` description oi the invention and the'merits thereof and also to acquire a knowledge oiy the den u Y `lSpe-cicationy of etters Patent. f applies snilpi; 2s. 190s. y sen-a 550.314.315.-
' Figure l is aside elevation ot' a sewer pipe coni structed in accordancem'th the invention. parts be ing broken away; Pig. 2 is a transverse sectional View through the pipe on the line 2'2.-i F'Lg. 1: Fig. 3 is a detail view ot' one oi the U-siraped ties; Fig. 4 is a de- Fig. 6 shows a modification et' the tie illtEnated in -rig.-4. l
following description and indicated in all the views' tail n'ew ot one of` the longitudinal ti employed to bind the bell to the bodyo the pipe; Figu showsr a modification of the Ueshaped 'tieshown in Fig. 3; and,
Corresponding and like parts are-referred to in the Aoi the drawings by the saniert-ference characters.
The numeral 1 designates vthe Apipe which is enlargedat one'end to yiorzn thebell 2 andv which is i shownas having a circular cross section, although i other cross sections could be. employed without dei parting from the spirit oi the invention. This pipe- `which is formed oi some plastic triat'erah Preferably concrete,'is reinforced by ymeans o the ti l3 embed. ded in the concrete. ties areangular and are approximatelyy ll-shaped and comprise a cross b ar y4 which isla'terally disposed inthe concrete so as turesist any tendency of the pipe to burst or split longii tndinally. t each end or' the mss bars 4 there is an arm 5 and these arms 5 extend longitudinally along thepipe so as to resist any tendency oi the concrete to bre-.tk transversely.
` y One of the most seriousob'ections that have-been brought forward against the use oi reinforced concrete hitherto has been that the concrete almost invariably cracks with age and that the Cracks have a tendency patented' .my 1o, iso?.
1 w mnt-Imereinforcingmanoirs.. n m11 um, he
seen .that in the construction oi a reinforced concrete pi pe,` it would'be veryv objectionable to employ either` transverse rings extending'continuonsly around the pipe or continuous longitudinalmembers, jsince when thecracks once'started, they would follow the continuous mekmbern'andy very *quickly produce a rnpture. lniorderto overcome this dil'liculty; theA U- shaped reinforcing ties 3 are'amtnged in succesive transverse series of rings around the pipe, the crossv `bars inr each `ring being in staggered relation to the and obtain asecure bond between the concrete and the reinforcing members. Inv constructingthe pres- `ent'pipe.' itis preferably formed in a. series of succensite layers which are each thoroughly taznp'edt.
The preferred method of procedure is to placevenough concrete in the mold to form one layer which mayl be Y designatedin the drawings by the numeral 6.v The U-shaped ties are then placed in position andthe layer oi concrete thoroughly tamped. Thenext layer T of concrete may then be placed in the mold upon the `first layerand the process again repeated, the ties `3 in the second layer being so placed that the crues' bars 4 alternate and oyerlap the cross bats 4 in the layer Band'that the arms 5 the layer 7 extend longitudinally/along the pipe so as to overlap and loosely engage the cross bars 4 ot' the ties in .the layer 6. The pipe is thus formed by a series oi successive layers each of rt'hichiis thoroughly tamped'so as toelixninate the voids `and force the Vconcrete into a closeuniun ,wv-ithth'e'tie's-fvv L, Where thcpipe 'B formedvtvith afbell 2, the same preferably basa continuous lring or kband 8 embedded therein, which 'is overlapped by a series oflongitndi.' 1700 nal reinforcing rods v9 extending into they body of the These ,longitudinal rods 9 comprisev twouarms pipe. v i l0, one of the arms connected by an offset portion ,being embedded in the bell, nhile theopposte arm l is embedded'in the body oi the pipe and overlaps 105 and loosely engages the U-shaped reinforcingl ties 3. rIt will thusb'e seen, that the bell 2 is securelycorp nected tothe' body of. the pipe and that it is reinforcedA by thfering 8 against the lateral pressure ex crted by the spigot 1l oi the adjacent pipe when the 11.0
'tin-s 3 may be given a zgzagconstmction, as show-nin Fig. Brand the tit-s 9 `iol' the'bellmay also be .'vena eimilar construction as vshown in Fig. `6.
'Having thus tlearrbetl- --they invention, what is claimed as newta: v y;
l. A com-rete construction embodying nseries of ungulnr reinforcing ties with cross membersnnd longitudinal menti-trag saldtics heimarrang'edy in staggered reatlon 10 and in encoessive layers oi' which the cross members of the onteiiayer overlap the longitudinal members of the inner- L15-etant] the longitudinal members o t the unterlayer. overlap the cross members of the inner layer.y f
2. A concrete construction embodying reintorclng tiel '-r 15 ai' angular tot-monument embodying a cross memberrand 20 theit'inerlayer.`
ado-,noo l om bars of twurndjavent ties ln tinb adjacent series.
'4.k A mnt-rete cnnstrm-tinn embodying U-aliuped reinforcing;v ties embedded therein ln a, plurality.'l ot transverselyv extending series :intilu rncvesnire layers. thev U-shaped ties o! one :sl-.riesl of each layer being in staggered relation to the other series of the same layer. the ties at the outer 'v layer overlapping the ties:V ot -the inner layer nml in such `staggered relation thereto that vthe arms oi' eat-h tie'ln the outer series overlap and engage thecross hars ol two :t d"
jarent ties In the adjacent serlek. y
5.Y A pipe having: u bell at one enti thereof and formed o! kplastic material. U-shaped reinforcing memliersfemliedded, in the body of the pipe. n reinforcing rlnglembedded in the bell vand longitudinally extending reinforcing rods provided' with intermediate onset portions und having one end 40' v overlapping the reinforcing ring und theutherend oven'` f lapping the 'li-shaped reinforcing members in the body ofi;k v
the pipe;
yIn testimony whereof I- nlllx my signature in presence ofi f two wjitnesseu.
-` p ,f pointant.. ma; fu.. n.15"
KWitnesu-s:
P. K. man, f Hatter E, j
US31431506A 1906-04-28 1906-04-28 Sewer-pipe. Expired - Lifetime US860400A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3838837A (en) * 1973-02-08 1974-10-01 New York Wire Mills Corp Method and fabric for pipe reinforcement
US3838494A (en) * 1973-05-16 1974-10-01 Concrete Pipe Machinery Co Method of assembling bell and cage units to form pipe reinforcing cages
US3871410A (en) * 1971-01-25 1975-03-18 Trefilunion Lattice for the reinforcement of tubular concrete elements

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3871410A (en) * 1971-01-25 1975-03-18 Trefilunion Lattice for the reinforcement of tubular concrete elements
US3838837A (en) * 1973-02-08 1974-10-01 New York Wire Mills Corp Method and fabric for pipe reinforcement
US3838494A (en) * 1973-05-16 1974-10-01 Concrete Pipe Machinery Co Method of assembling bell and cage units to form pipe reinforcing cages

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