US827186A - Crib construction. - Google Patents

Crib construction. Download PDF

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US827186A
US827186A US30092506A US1906300925A US827186A US 827186 A US827186 A US 827186A US 30092506 A US30092506 A US 30092506A US 1906300925 A US1906300925 A US 1906300925A US 827186 A US827186 A US 827186A
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timbers
longitudinal
face
crib
cross
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US30092506A
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Frank Simpson
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor

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  • whic My invention relatesl to improvements in -crib construction-,or Work particularly adaptable for wharves, sea-walls, lighthouses, and
  • the-object of the invention is to devise a vform or construction of crib which may be built by unskilled labor at a minimum expense and have a maximum stren th for a minimum is especially-adaptable for concrete sup'erstructures, which-may bemad'e in a sheltered spot. and then readilyl towed into place and' sunk, using the cheapest or any suitable form offilling with the least ⁇ expenditure of time, thereby avoiding exposure to the action of the waves, and such va crib as may be advantageouslypused as a scow or pontoon for carrying the iilling ma? terial forconstructional work, which will maintain its shape andrigidity when filled,
  • My invention consists in .thearrangement of face-timbers, cross face-timbers, longitudinal timbers, cross-ties, interior sheeting, floor, and deck,o all bound together in trusslike form, as hereinafter more particularly igure 1 is a perspective viewfofafcorner portion of a cribconstructed in accordance with my invention, the deck being for the most part removedand the crib .being'other- ⁇ Wisebroken away and in section, and the-ce- Y ment superstructure being also shown in B the longitudinaltimbers located,interme.
  • -Eig. 2 is a cross-section through myl crib with the cement structure.
  • Fig. l3 is a longitudinal section on the line y, Fig). 2.
  • Fig. .4 is .a sec- 'Fior 7 D tional plan on the line a 3f lnthe drawings, like letters of reference indicate correspondingparts yin cach ligure.
  • C is the cross face-timber immediatelyv above the flooring ⁇ and bottom face-timber at the endof the-crib..
  • A? represents the longitudinal simbers -endof the crib upon the cross :face-pieces 02j timbers are, the ⁇ cross-.ties E, whch rare' of the sa-me depthas ythe;face-timbers andare lo'- out' its length.
  • vSupplemental cross-ties E2 are provided underbers, and intermediate of thelongitudinal timbers E3.
  • I represents blocks which are locatedinter-V ,mediately offl the cross-ties E in thelowermost space between 4thef-.face-timbers Aand rest on the flooring, asJ indicated in.Fig.-l;.
  • J representsxfloorfbolts, which extend throughthe face-timber' ⁇ immediately, above;
  • f K represents throughvbolts, which extend
  • the flooring in place when the space isgnext 105' be noticed that the bolts, as indicated by such lines, extend through from the uppermost timber down to the bottom of the lowermost timber.
  • L is the vertical sheeting, which is preferably doubled and breaking joint, as indicated, and which extends around inside of the puzzlembers on all sides from the top of the uppermost longitudinal timber to the flooring,'be ing, if necessary, at the fiooring and at the top suitably calked, so as to form a water-tight Joint.
  • M is the deck planking, which extends crosswise, as indicated, and is provided with longitudinal cleats N, on which is molded by any suitable means a concrete superstructure O of any preferred form, such as shown in the drawings.
  • the outer face of' this concrete superstructure is provided with the longitudinal waling-timbers.
  • the concrete superstructure it will be noticed, at the bottom fills the sp ace between the cleats, thereby securely holding such structure in position and against lateral displacement by the impact of the waves.
  • the deck-planking M fits closely upon the top of the vertical sheeting.
  • the longitudinal timbers of the portion of the crib as shown in Fig. 1, which extends at right angles to the main portion necessarily form the cross-timbers at the corner where they cross the longitudinal timbers of the main portion, as will be readily understood, and the longitudinal timbers of the main portion form the cross-timbers of the right-angular-extending portion hereinbefore referred to. Consequently by this construction a very strong corner is providedfor the crib. This is only so of course where a corner is made in the cribwork.
  • One crib is connected to the end of the other by means of the longitudinal connecting-timbers P, which are bolted at the inside to the sheeting and the face-timbers by the bolts Q.
  • the ends of the longitudinal connecting-timbers project beyond the end of the crib, so as to extend into a corresponding position in the abutting crib.
  • these connecting-timbers one above the other on each side, it will be seen that the method of ,connecting the cribs is very secure and effectual.
  • Such a crib as I describe can be built with less timber and less iron than others ofwhicl I am aware.
  • the sheeting may be tongued and grooved, if necessary, so as to insure against leakage.
  • the crib may be filled with stone, gravel, or furnace-slag when exposed to the action of a heavy sea, but in quieter water sand, clay, or heavy mud can be used when the cribs are backed up on one side for use as wharves.
  • the crib When the sheeting'is calked, the crib may be partially filled with ballast before being towed into position where it is placed, thus saving valuable time in sinking it. It may be also used as a scow or pontoon.
  • the crib will not break apart as where the cribs are built with drift-bolts.
  • the crib may also be built with any desired slope or batter when used in a seaway, and when exposed to a very heavy sea the face can be covered with pl anking down to the bottom of the trough of the sea, so that there will be nothing to obstruct the action of the waves, which will expend their force gradually by running up the slope. It is also to be noted the great strength of the corners hereinbefore referred to.
  • each of the sides, ends, rows of ties and longitudnals are trusses, and as the floor is supported by these trusses it cannot sag under its load of ballast.
  • my crib is made of a truss-frame which carries all strains including flotation and load strains.
  • a crib comprising bottom, longitudinal face-timbers and crosstimbers, a fiooring supported on the same, the intermediate and upper face longitudinal and cross timbers resting at the ends one on the other, so as to form intervening spaces, the interior sheeting secured to the interior of the face cross and longitudinal timbers and forming a closed water-tight receptacle as and for the purpose specified.
  • a crib comprising bottom, longitudinal face-timbers and crosstimbers, a flooring supported on the same, the intermediate and upper face longitudinal and cross timbers resting at the ends one on the other, so as to form intervening spaces, the interior sheeting secured to the interior of the face cross and longitudinal timbers and forming a closed water-tight receptacle, the bottom blocks located in the bottom intervening space between the two lowermost longitudinal timbers and resting on the flooring, and fioor-bolts extending through the two lowermost longitudinal timbers, the blocks and the fiooring as and for the purpose specified.
  • a crib comprising bottom longitudinal face-timbers and crosstimbers, a fiooring supported on the same, the intermediate and upper face longitudinal and cross timbers resting at the ends one on IIO the other, so as to form intervening spaces, the interior sheeting secured to the interior of the face cross and longitudinal timbers and forming a closed Water-tight receptacle and the cross-ties having the ends located in the intervening spaces between the face longitudinal timbers' as and for the purpose specified.
  • a crib comprising bottom longitudinal face-timbers and crosstimbers, a iiooring supported on the same, the intermediate and upper face longitudinal and cross timbers resting at the ends one on the other, so as to form intervening spaces, the interior sheeting secured to the interior of the face cross and longitudinal timbers .and forming a closed Water-tight receptacle, the cross-ties having the ends located in the intervening spaces between the face longitudinal timbers and the through-bolts extending through all the face-timbers and the ends of the ties as and for the purpose specified.
  • a crib comprising bottom longitudinal face-timbers and crosstimbers, a flooring supported on the same,
  • the intermediate and upper face longitudinal' and cross timbers resting at the ends one on the other, so as to form intervening spaces, the interior sheeting secured to the interior of the face cross and longitudinal timbers and forming a closed Water-tight receptacle, and the corner vertical timbers and the bolts extending through such timbers and the face and cross longitudinal timbers as and for the purpose specified.
  • a crib comprising i bottom longitudinal face-timbers and crosstimbers, a flooringsupported on the same, the intermediate and'upper face longitudinal and cross timbers resting at the ends one on the other, so as to form intervening spaces,
  • a crib comprising bottom longitudinal face-timbers and crosstimbers, a fiooring supported on the same,
  • the longitudinal timbers of one portion forming cross-timbers on the longitudinal timbers of the other portion and a suitable lining for iheface-timbers as and for the purpose specil 10.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

I, .Nm 827,186.`
' CRIB CONSTRUCTION.
AIIPLIOATION FILED FEB. 13.1906.
PUBMED -JULY 311A 21906.
2- SHEETS-SHEET 1.
@EN C afd/@7500 PATENTED JULY' s1, 1906.
i B. s1MPs0N, 0R13 CONSTRUCTION. y LPPLIUAJIION :FILED TBB. 1a. 1906.
' 2 anatre-snm* 2'.
Ill v| im" *il f 1m;` Norms PETER: co., wAsHl'NczjoN, n. c
l UNITED vSTATES .rnrmv ormori.
FRANK-SIMPSON, oF'roRoNTo, oA-NADA.
. CRIBCONSTRUCTION- I certain newV and useful Improvements in Crib of which the following is a.
Construction,
specification.
amountof material, whic My invention relatesl to improvements in -crib construction-,or Work particularly adaptable for wharves, sea-walls, lighthouses, and
the-object of the invention is to devise a vform or construction of crib which may be built by unskilled labor at a minimum expense and have a maximum stren th for a minimum is especially-adaptable for concrete sup'erstructures, which-may bemad'e in a sheltered spot. and then readilyl towed into place and' sunk, using the cheapest or any suitable form offilling with the least` expenditure of time, thereby avoiding exposure to the action of the waves, and such va crib as may be advantageouslypused as a scow or pontoon for carrying the iilling ma? terial forconstructional work, which will maintain its shape andrigidity when filled,
Ano matter in what class of 'bottom it may be placed, and the sections of which may be held together, so as to form practically a continuous crib.
My invention consists in .thearrangement of face-timbers, cross face-timbers, longitudinal timbers, cross-ties, interior sheeting, floor, and deck,o all bound together in trusslike form, as hereinafter more particularly igure 1 is a perspective viewfofafcorner portion of a cribconstructed in accordance with my invention, the deck being for the most part removedand the crib .being'other-` Wisebroken away and in section, and the-ce- Y ment superstructure being also shown in B the longitudinaltimbers located,interme.
place but broken away and in section. -Eig. 2 is a cross-section through myl crib with the cement structure. Fig. l3 is a longitudinal section on the line y, Fig). 2. Fig. .4 is .a sec- 'Fior 7 D tional plan on the line a 3f lnthe drawings, like letters of reference indicate correspondingparts yin cach ligure.
.Arepresents .the bottom face-timbers, and
vS1: ecfca.tio11 of Letters ratent. Application filed February 13, 1906. Serial Ilm-300,925.
Patented July 31,1996."
arrangedgso .as to break joint. andV being, if desired, suitablycalked. L
C is the cross face-timber immediatelyv above the flooring `and bottom face-timber at the endof the-crib..
.angular extension of the crib.
A? represents the longitudinal facetimbers -endof the crib upon the cross :face-pieces 02j timbers are, the `cross-.ties E, whch rare' of the sa-me depthas ythe;face-timbers andare lo'- out' its length.
face-timbers are the longitudinal timbers E',
tweenthe face-timbers and; cross-ties. vSupplemental cross-ties E2 are provided underbers, and intermediate of thelongitudinal timbers E3.
(see Figs. 1,and. 4,) are stren .thenedinthe center by the addition of the locks E,
Grrepresents the 'corner-timbers, whichk are cross face-timbers bythe bolts yIlandlf, fre- *through the cross-timbers andthe faeertim --bers, itwill be readily seen that the .cor-ner 4of rendered rigid. 5,
I represents blocks which are locatedinter-V ,mediately offl the cross-ties E in thelowermost space between 4thef-.face-timbers Aand rest on the flooring, asJ indicated in.Fig.-l;.
. J representsxfloorfbolts, which extend throughthe face-timber'` immediately, above;
- the blocks, the blocks, the flooring,- and .-the
bottom face-timber, thereby 4 seciirely-holding`I the flooring. v
f K represents throughvbolts, which extend;
through all .the longitudinal timbers, Linc liiding the face-timbers` and the cross-ties;v at each side of and -atf'the center `of the crib4 and 1 1o through the blocks E4. Thesebolts are shown y for the `most part by dotted lines,V @Edit Ais alongitudinalface-timberimmedimelyy' f Y 'above-the bOOIIl face-timberA,ontherjghty y is alongitudinal timber'locatedpony-the .i655 l Hoor1155])..lflmedia'tely above the timberB, p 'i 'Y marine foundations, and such like uses; and
located one above the other; and resting at1 i the corner end .upon each other, so as vto leave v aspace betweenthe:face-timbersandat the 7o Interposed betweeny the longitudinal -facecated at desired distances apart in vertical y7 5 f sets from top to :bottom ofthe crib through-1 y i l' :Interposjed'.intermediatcly ormidway ofthewhich extend, as shown in Figs. land 4, be 8o,
neath the uppermost longitudinal face-tinl I i .l
.Y l. The centrallydisposed crossftimbers E,` f
held tothe longitudinal face-.timbers and'g I -spectively. Asthebolts extendcompletely.` the, Crib isvcry Securely s,trengthencl er1l--v 9.5
roof:
the flooring in place when the space isgnext 105' be noticed that the bolts, as indicated by such lines, extend through from the uppermost timber down to the bottom of the lowermost timber.
L is the vertical sheeting, which is preferably doubled and breaking joint, as indicated, and which extends around inside of the facetimbers on all sides from the top of the uppermost longitudinal timber to the flooring,'be ing, if necessary, at the fiooring and at the top suitably calked, so as to form a water-tight Joint.
M is the deck planking, which extends crosswise, as indicated, and is provided with longitudinal cleats N, on which is molded by any suitable means a concrete superstructure O of any preferred form, such as shown in the drawings. The outer face of' this concrete superstructure is provided with the longitudinal waling-timbers. The concrete superstructure, it will be noticed, at the bottom fills the sp ace between the cleats, thereby securely holding such structure in position and against lateral displacement by the impact of the waves.
The deck-planking M, hereinbefore referred to, fits closely upon the top of the vertical sheeting.
The longitudinal timbers of the portion of the crib, as shown in Fig. 1, which extends at right angles to the main portion necessarily form the cross-timbers at the corner where they cross the longitudinal timbers of the main portion, as will be readily understood, and the longitudinal timbers of the main portion form the cross-timbers of the right-angular-extending portion hereinbefore referred to. Consequently by this construction a very strong corner is providedfor the crib. This is only so of course where a corner is made in the cribwork.
b' One crib is connected to the end of the other by means of the longitudinal connecting-timbers P, which are bolted at the inside to the sheeting and the face-timbers by the bolts Q. The ends of the longitudinal connecting-timbers project beyond the end of the crib, so as to extend into a corresponding position in the abutting crib. As there may be several of these connecting-timbers,one above the other on each side, it will be seen that the method of ,connecting the cribs is very secure and effectual.
Such a crib as I describe can be built with less timber and less iron than others ofwhicl I am aware. The sheeting may be tongued and grooved, if necessary, so as to insure against leakage.
The crib may be filled with stone, gravel, or furnace-slag when exposed to the action of a heavy sea, but in quieter water sand, clay, or heavy mud can be used when the cribs are backed up on one side for use as wharves.
When the sheeting'is calked, the crib may be partially filled with ballast before being towed into position where it is placed, thus saving valuable time in sinking it. It may be also used as a scow or pontoon.
As all the bolts are through-bolts, the crib will not break apart as where the cribs are built with drift-bolts.
It can also be used as a caisson, the water being pumped out and the concrete laced in position in a solid mass instead of locks of concrete having to be molded for use below water-level. It is specially adapted to be used below water-level, and when so placed will last indefinitely.
The crib may also be built with any desired slope or batter when used in a seaway, and when exposed to a very heavy sea the face can be covered with pl anking down to the bottom of the trough of the sea, so that there will be nothing to obstruct the action of the waves, which will expend their force gradually by running up the slope. It is also to be noted the great strength of the corners hereinbefore referred to.
In the construction of the crib all the timbers may be marked or bored from templets, thus avoiding much time and labor.
It will be noticed that each of the sides, ends, rows of ties and longitudnals are trusses, and as the floor is supported by these trusses it cannot sag under its load of ballast. In fact, to put it shortly, my crib is made of a truss-frame which carries all strains including flotation and load strains.
What I claim as my invention is 1.' In crib construction, a crib comprising bottom, longitudinal face-timbers and crosstimbers, a fiooring supported on the same, the intermediate and upper face longitudinal and cross timbers resting at the ends one on the other, so as to form intervening spaces, the interior sheeting secured to the interior of the face cross and longitudinal timbers and forming a closed water-tight receptacle as and for the purpose specified.
2. In crib construction, a crib comprising bottom, longitudinal face-timbers and crosstimbers, a flooring supported on the same, the intermediate and upper face longitudinal and cross timbers resting at the ends one on the other, so as to form intervening spaces, the interior sheeting secured to the interior of the face cross and longitudinal timbers and forming a closed water-tight receptacle, the bottom blocks located in the bottom intervening space between the two lowermost longitudinal timbers and resting on the flooring, and fioor-bolts extending through the two lowermost longitudinal timbers, the blocks and the fiooring as and for the purpose specified.
3. In crib construction, a crib comprising bottom longitudinal face-timbers and crosstimbers, a fiooring supported on the same, the intermediate and upper face longitudinal and cross timbers resting at the ends one on IIO the other, so as to form intervening spaces, the interior sheeting secured to the interior of the face cross and longitudinal timbers and forming a closed Water-tight receptacle and the cross-ties having the ends located in the intervening spaces between the face longitudinal timbers' as and for the purpose specified.
4. In crib construction, a crib comprising bottom longitudinal face-timbers and crosstimbers, a iiooring supported on the same, the intermediate and upper face longitudinal and cross timbers resting at the ends one on the other, so as to form intervening spaces, the interior sheeting secured to the interior of the face cross and longitudinal timbers .and forming a closed Water-tight receptacle, the cross-ties having the ends located in the intervening spaces between the face longitudinal timbers and the through-bolts extending through all the face-timbers and the ends of the ties as and for the purpose specified.
5. In crib construction, a crib comprising bottom longitudinal face-timbers and crosstimbers, a flooring supported on the same,
the intermediate and upper face longitudinal' and cross timbers resting at the ends one on the other, so as to form intervening spaces, the interior sheeting secured to the interior of the face cross and longitudinal timbers and forming a closed Water-tight receptacle, and the corner vertical timbers and the bolts extending through such timbers and the face and cross longitudinal timbers as and for the purpose specified.
6. In crib construction, a crib comprising i bottom longitudinal face-timbers and crosstimbers, a flooringsupported on the same, the intermediate and'upper face longitudinal and cross timbers resting at the ends one on the other, so as to form intervening spaces,
the interior sheeting secured to the interior ofthe face, cross and longitudinal timbers and forming'a closed Water-tight'receptacle, and the intermediate longitudinal timbers extending' above and below the flooring and the intermediate blocks between the crossties and the through-bolts extending through the longitudinal timbers and ends ofl the cross-ties, and intermediate timbers and ties as and for the purpose specified.
7. In crib construction, a crib comprising bottom longitudinal face-timbers and crosstimbers, a fiooring supported on the same,
p the intermediate and upper face longitudinal and cross timbers resting at the ends one on the other, so as to form intervening spaces, the interior sheeting secured to the interior of the face, cross and longitudinal timbers and forming a closed Water-tight receptacle and the deck-plankin secured to the uppermost face, cross an longitudinal timbers and intermediate timbers as and for the purpose specified.
8. The combination With a crib formed With a .suitable deck-planking and cleats thereon, of a concrete superstructure molded or otherwise formed on top of the deck-planking and having its base molded around the cleats as and for the purpose specified.
9. A corner-crib formed With longitudinal face intermediate timbers and cross-timbers,
the longitudinal timbers of one portion forming cross-timbers on the longitudinal timbers of the other portion and a suitable lining for iheface-timbers as and for the purpose specil 10. In 'a cribWork construction, thecombination with the longitudinal face-timbers, flooring and lining or` interior sheeting secured to the face-timbers, of the connectingtimbers secured at the interior of the sheeting and extending beyond the end of the longitudinal timbers as and for the purpose specified. l
FRANK SIMPSON.
Witnesses B. BYD, E. MoEAcHEnN.
US30092506A 1906-02-13 1906-02-13 Crib construction. Expired - Lifetime US827186A (en)

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