US1892701A

US1892701A - Revetment and process of laying the same

Info

Publication number: US1892701A
Application number: US425935A
Authority: US
Inventors: George M Hoffman
Original assignee: Individual
Current assignee: Individual
Priority date: 1930-02-05
Filing date: 1930-02-05
Publication date: 1933-01-03
Anticipated expiration: 1950-01-03

Description

Jan. 3, `1933. Gf. M. HOFFMAN 1,892,701

l REVETMENT AND PROCESS oF LAYING THE SAME Filed Feb. 5, 1930 4 Sheets-Sheet l l Jan. 3, 1933. G, M, HQFFMAN 1,892,701

REVETMENT AND PROCESSv OF LAYING THE SAME Jan. 3, 1933. G. M. HOFFMAN 1,892,701 u REVETMENT AND PROCESS 0F LAYING THE SAME Filed Feb. 5, 1930 4 Sheets-Sheet 5 :NVE TOR WZ/ m ATTORNEY# G. M. HOFFMAN REVETMENT AND PROCESS 0F LAYING THE SAME Jan. 3, 1933.

Fi-led Feb. 5, 1930 4 Sheets-Sheet 4 I INVEN Patentedv Jan. 3, 1933 GEORGE M. HOFFMAN, OF UPPER,.iMONTCLAIR, NEW JERSEY REVETMENT AND PROCESS OF LAYING THE SAME Application led February This invention relates to a revetment for preventing erosion of'river-banks and to the process of laying the same or installing it in place.. The revet-ment is made up of slabs, preferably made of reinforced concrete, which overlapf at the ends land also atthe edges and are assembled to make upa mat which is eXpansible because the slabs are perl. mitted to move or slide to some extent with respect to each other. In this way, the mat can adjust itself to irregularities on the surface wherethe mat is laid, which irregularities may, foi` example, be caused by holes being washed out by thewater under therevetment.- In this way, the'slabs are not required to be suspended acrossholes to have-them form bridges across holes larger than'any individual slab.

In carrying out this invention, the slabs are made inthe form of rectangular blocks with the corners cut off, and they are lowered into place in such a manner that they over- 'lap in the desired way. The slabs arepreferably installed by beginning at the'V upper portion of the river bank and installinga row of slabs beginning down the river and4 installing them in succession up the river and 1 following this by successive rows 4with the upper edges of the slabs overlapping the lower edges of slabs lin the preceding row;

However, the slabs can be installed by firstl installing a lower row fof `slabs and subsequently installing successively higher rows.

N TheA former method has beenlfound to be preferable. Y i

Guide cables are used for Vguiding the slabs into place so that no workinengare'required-to descend below the water to place or shift the slabs, and thek guide cables may be clipped after the slabshave beenlowered and left in place to aid in keeping the slabs in their overlapped relation but still. permit them to slide to some extent with respect to eachother to provide the expansibility of the `mat as a r whole.

The invention will heunderstood from the description in connection with the'accompanying drawings,`in which Fig. l'is a .planV view of a river bend with the revetment in place; Fig. 2 is a plan view showinga part of 5, 193,0. serial No. 425,935(

the revetment and a barge for placing the slabs; Fig. 3'is a vertical section, partly broken away, showing the Vrevetment being installed; Fig. 4 is aplan view of one ofthe slabs Fig 5 isan end view of Fig. 4; Fig. 6 a plan view of Va sectionY of the revetment showing a plurality of slabs in place; Fig. 7 is a side view showing one of the slabs being lowered; Fig. 8 isav section on an enlarged scale showing part of-the revetment inV place and a slab being guidedinto place;'Fig. 9 isa section similar to Fig. 8 showing a later step in the process of laying the revetment,

and Fig. l ris a ing to Fig. 9. v

In the drawings, referencecharacter l indicates a bend in a river and 2 indicates the sloping bank of the river along the outside of the bend inthe river that needs protection against erosion by the current of the stream. The revetinent 3 is in the form of a mat of slabs, such las concrete, with their edges as well as their ends overlapping in such a manner that they can move relative to each other, thus producing an expansible revetment that will effectively protect the bank.

One of the slabs a of concrete is shown on an enlarged scale in Fig. 4 having reinforcing rods and having its corners lcut oft', as indicated at 6, for a purpose which will be understood as the description proceeds. .The upper edge of the slab when it is being lowered, or the lower edge of the same when it is in place in therevetinent, is provided with perspective view correspondsuspension members 7 'for lowering the slab' Y s clips 8 and 9, another cable passes along the same side near the other end of the f slab `through the clips 10 and 1l, and a third cable passes through the clip 12 on the other side of the slab,'as will be explained more in detail below. Y

Y kY

yaa

Anchor bolts 13 for the clips are embedded in the concrete near the corners ot the slab. Each slip clip may be made up of a short U-bolt with a head 15 at the end of one leg and a nut 15 at the end of the other leg with a cross bar 14 extending from one leg to the other so that, by removing` the nut 15, the cross bar 14 may be turned to admit a cable, whereupon the cross bar is returned and the nut 15 screwed on. Gr clips of other sorts may be attached to the slabs to enable them to be guided into position by the guide cables.

A barge from which the slabs may be lowered or placed in position is indicated at 16 with a barge 17 for a supply of the slabs anchored near it. Piles oi' slabs 18 are indicated on the barge 17 and the-barge 16 is provided with a crane 19 for picking up the slabsfand moving them into vplace to be lowered by the lowering cable on the barge 16.

The operation of lowering the .slabs into place to form the mat for vthe revetment will now be described. The barge 16 is put in place so that the side thereof is parallel to the river bank where the revetment isto be placed and approximately above the iirst or uppermost row ot slabs that -areto extend up and down the river. Cables are then extended from reels on the placing barge 16-al1nost vertically downwardly and then to stakes on-tlie shore, these stakes being spaced apart distances slightly less than the length of one of the slabs. One cable 20 at the beginning of the row ot slabs extends from a reel 21 on the barge over a slieave 22almost straight downwardly and thence to the stake 23 above the water level. Two cables, 24, 25, constituting a pair, spacedtrom the cable 2O a distance corresponding to the distance between the stakes on the shore, extend from

reels

26 and 27, respectively. on the barge over

sheaves

28 and 29, respectively, downwardly and then to the next stake 30 up the river. The cable 24 lies behind the cable 25 in Figs. 2 and 6, so the lead line therefrom is made dotted in these ligures.

A. 'lowering reel 31 located so that the cable 32, therefrom which passes over the sheave 33, lies between the cable 20 and the pair of

cables

24 and 25.

Two

more cables

34 and 35, .constituting 4another pair, spaced from the vpair 24 and 25 a distance corresponding to the distance between the stakes on the shore,extend from i' the

reels

36 and 37, respectively, on the barge over

sheaves

33 and 39, respectively, to the next. stake 40 up the river, and so on to the end ofthe barge with a'corresponding number ot' lowering reels 31.-

The slabs are lowered and placed as follows:

The slab L is picked up by the crane 19 from a pile 18 and swung into position where the cable 32 from the lowering reel 31 can be attached. The cable 32 carries a. cross bar 41 (Fig. 7 that is provided with grab hooks 42 for the suspension members 7 and releasing lines 43 pass from any convenient place on the barge to the hooks 42, so that these hooks can be released when the slab has been lowered into position. Any other convenient lowering device may be used for this purpose.

In lowering the lirst slab a, it is brought by the crane into such a position that the cable 20passes through the slip clips 8 and 9 on the side toward the barge, and the next cable up the river, namely, cable 24, passes through the

slip clips

10 and 11 on the same side of the slab. Also, the cable 25 passes through the clip 12 on the other side of the slab from the clip 10 and near it, and the slab is lowered untily its lower edge strikes the ground. Thereupon the cables 2O and 24 are slacked, permitting the edge carrying the suspension members 7 to turn downwardly in a clockwise direction as seen in'Fig. 1, while the cable 25 is kept taut. The cable 25 will then extend in substantially a straight line from the clip 12 on the slab a, which clip 12 is now along the upper edge of the slab, to the sheave 29. This cable 25 is now in position to serve as a guide for the next slab al of the row.

The next slab al is lowered in exactly the same manner above described for the slab a, the cable 25 serving for slab a, in the way cable 2O had served for the slab a, and the cable 34 serving for the slab a1 thesame way that cable 24 had served for slab a, and the cable 35 passing through the clip 12 of slab a, thesame way that cable 25 passed through the clip 12 of slab a. This is repeated for the whole row of slabs a, al, a2. etc. to the end of the barge. The cables may be slacked during the placing ol the slabs a suliicient amount to permit the slabs to become substantially horizontal and then slacked some more to permit the slabs to lie flat upon the surface of the ground after a row has been installed or the slacking of the cables can be permitted to be finished without stopping the slabs near the horizontal position.

The first slab Z9 of the next row is laid in a similar way, the placing barge 16 beiner moved about the width of a slab away from the shore at the beginning of the placing of the next Arow of slabs Z), Yb1, 72g, etc. In the lowering of the first slab 71 of the second row, the

cables

20 and 24 serve the same way they did tor the slab a, and the cable 25 passes through the clip 12 of slab b the same way it passed through the clip 12 of slab a. The slab Z) is thus guided so that it will overlap the slab a when it is lowered into position. 1When the cables 2O and 24 are slacked, slab 5 will still overlap slab a. The cable 25 is then in position to cause the next slab 7), to be guided b v it and the cable 34 so that its upper edge will .overlap `the lower edge of the slab al and 'its theslabs and locating the guide clips on the l cut-away portions cause the slabs to-overlap in the properv positions. Although smal-l areas are left at the corners of the assembled slabs through which the ground is exposed, this does noharni. In fac-@there is an advantage in this because water from underneath the revetment can escape through these openings. v

The cross-sectional views 8 and 9 and the perspective view l() will aid in understanding how the. slabs c, c1, etc. are guided into place, although the operation is the same as that already described. The sections through Figs. 8 and 9 are taken along the line of the

cables

24 and 25 of Fig. 6. In Fig. 8, the row a, al, etc. and the row b, b1, etc. have been finished and the lirst slab of the row c is being lowered into position. The cable 20 that is parallel to the cable 24 is, of course, not shown on this figure, but the cable 24 is shown passing through the clips l0 and ll and the cable 25 is shown passingthrough the clip l2 of the slabc. The cables guide the slab c so that its lower edge strikes the topside of the slab Z) the proper distance above its lower edge 46 to provide the desired amount of overlapping. The cables 2() and 24 are then slacked, permitting the slab c to assume a horizontal position or even the position shown in Fig. 3. The guide clip 12 on the slab c causes the lower portion of the cable 25 to assume such a position that it will guide the end of the next slab c1 of this row into position so that it will overlap the lower edge of the slab l and also its down-the-river end will overlap the up-the-river end of the slab c.

The slab c1 is shown being guided into position in Figs. 9 and l0 with the cable 25 passing through its clips 8 and 9. l Of course, the

cable 34 of the next pair is passing through its clips l0 and ll and the cable 35 of the next pair is passing through its clip l2. These two cables and corresponding clips are not shown in Fig. 9 to avoid confusing the drawing. The slab c1 is shown in Fig. l() as having assumed an unlikely posit-ion, so that it will be more clear from this figure how the cable 25 guides the slab c, into position to make it overlap the slabs c and l.

l claim:

l. In combination, a revetment slab having a. plurality of guide clips for one side and one for the other side and guide cables,

said slab being adapted to slide on said guide cables.

V A revetment ycomprising slabsl of parallelepipedon form having their edges overlappinfr.

3. A revetment comprising slabs of parallelepipedon form having their edges and their, ends overlapping in longitudinal and transverse rows. .p

y 4. A revetment comprising slabs having 'their edges and their ends overlapping in longitudinal and transverse rows with cables along the transverse rows.

A .revetment comprising slabs'having their edges and their-ends overlapping inlong'itudinal and transverse rows with cables alongthe transverse rows .between the slabs.

6. A- revetment comprising slabs having their edges and their ends overlapping in longitudinaland transverse rows f with vcables passing under each, end of the slabs.

A revetment-comprising slabs rectangular in cross section'in all planes perpendicular to its vsurface having at least one-of their edges overlapping. l

8. A revetment comprising parallelepipedon shaped slabs `with cut-away corners having'theirr edges and their ends overlapping jwith open spaces through therevetment at thecut-away portions of the slabs.

9. rlhe process of placing' slabs to form a revetment which comprises lowering slabs edgewise in succession so that the end of one will overlap the endzoi a preceding one and its edge will overlap thevedge of another preceding one." g

l0. The process of placing slabst-oform a revetment` which vcomprises lowering slabs edgewise in Isuccession so that the end of fone will overlap the end of'a preceding one and its edge 'will overlap the edge of another preceding one rby causing the 'preceding ones to hold guides in position for succeeding ones.

il.' The process of placing slabs to form a revetment `which. comprises `lowering slabs edgewise in succession so that the end of one will overlap the endof a preceding one and its edge will overlap the edge of another preceding one, each one that is-lowered positioning guides for tollowin'gslabs.l

12.- The process` of forming a revetment which .comprisesproviding aY plurality of flexible guides vand using said guides' for guiding slabs ci' said revetment. into Aposition 14V. A revetment comprising slabs having their edges overlapping in longitudinal rows Cf) i CLD vwith cables across transverse rows of said slabs.

15. A revetinentcomprising slabs having their sides entirely of plane surfaces, each slab having an edge overlapped by another slab.

1G. A revetlnent .comprising rectangular' slabs with cut-away corners.y each slab having an edge overlapped by another slab.

17. A revetment comprising rectangular slabs with corners cut oli' having their sides and ends overlapping with open spaces through the revetinent at the cut-away portions of the slabs, said slabs being at an angle to the surface on which said revetment lies.

18. A revetment comprising slabs and pairs of cables slidably connected to said slabs, one of the cables of each pair lying at a higher elevation than the other one, and the slabs overlapping at each pair of cables.

19. In a revetment, pairs of cables, the cables of each pair lying in substantially vertical planes, and a row of slabs, each one of said slabs having one end above the two cables gageable by a cable Vpassing along the opposite side of said slab.

26. In combination, a revetment slab having aplurality of cable guides thereon, a plu- GEORGE M. HOFFMAN.

of one pair and below one cable of an adjav cent pair of cables.

20. In a revetment, .pairs of cables, the cables of each pair lying in substantially vertical planes, and a row of overlapping slabs, each one of said slabs having an end extending between a pair of cables.

21. A revetment comprising pairs of cables, one of the cables of each pair lying at a higher elevation than the other one, slabs Voverlapping at each pair of cables, and guide clips on said slabs for said cables.

22. The process which comprises sliding and guiding a slab downwardly "along two parallel cables at substantially the same level into place in a revetment and simultaneously causing said slab to move a third guide cable for a succeeding slab into place for guiding another slab into position in said revetment.

23. A revetment slab of substantially rectangular shape having cable guiding means located near opposite ends thereof for engagement by cables on the same side thereof, and cable guiding means located near a corner of said slab `engageable by a cable passing along the opposite side of said slab.

24. A revetment slab of substantially rec* tangular shape having cable guiding means located near opposite ends thereof for engagement by cables on the same side thereof, cable guiding means located near a corner of said slab engageable by a cable passing along the opposite side of said slab, and a suspension member at one edge of said slab.

25. A revetment slab of substantially rectangular shape having corners cut off and having cable guiding means located near 0pposite ends thereof for engagement by cables on the same side thereof, and cable guiding means located near a. corner of said slab en-