US725751A - Caisson or coffer-dam. - Google Patents

Caisson or coffer-dam. Download PDF

Info

Publication number
US725751A
US725751A US14111503A US1903141115A US725751A US 725751 A US725751 A US 725751A US 14111503 A US14111503 A US 14111503A US 1903141115 A US1903141115 A US 1903141115A US 725751 A US725751 A US 725751A
Authority
US
United States
Prior art keywords
caisson
caissons
strip
wall
calking
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
Application number
US14111503A
Inventor
Daniel E Moran
Edwin S Jarrett
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US14111503A priority Critical patent/US725751A/en
Application granted granted Critical
Publication of US725751A publication Critical patent/US725751A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/02Restraining of open water
    • E02D19/04Restraining of open water by coffer-dams, e.g. made of sheet piles

Definitions

  • G11 ll III p nu at; ll ⁇ l ll I NVEN TORS: WITNESSES: VM
  • Our invention aims to provide certain improvements in caissons or cotfer-dams whereby the periphery thereof may be extended.
  • the improvement is especially useful where it is desired to entirely surround a space, such as a deep foundation or a basement for buildings, by a series of caissons or cotter-dams which shall hold back substantially all the water and earth on the outside of the inclosed space or wherever it is desired to construct a,
  • Figure 1 is a plan view of the adjacent ends of two timber caissons or cofferdams, showing our improvements applied thereto.
  • Fig. 2 is a view of the inner face of the caisson or coffer-dam shown in Fig. 1.
  • Fig.- 3 is a section of Fig. 2, taken on the line 3 3.
  • Fig. 4 is a view similar to Fig. 3, showing the construction preferably adopted at the lower portion of a pneumatic caisson.
  • Figs. 5 and 6 are plan views of other embodiments of the invention.
  • Fig. 7 is a transverse section ofanother form of the invention, taken on the line 7 7 of Fig. 8.
  • Fig. 8 is an inside face view of the construction shown in Fig. 7.
  • Fig. 9 is asectional view showing one manner of applying the-improvement to metallic caissons.
  • Fig. 10 illustrates a still further adaptation of the invention.
  • Figs. 10 illustrates a still further adaptation of the invention.
  • 11 and 12 are plan views of other embodiments of the invention applied to a singlewalled timber caisson.
  • the means for extending the periphery consists, preferably, of a device such, for example, as a vertical calking-strip carried in a position adjacent to the wall of the caisson and adapted to be moved outward, so as to extend the periphery of the caisson until it presses against the wall of the adjacent caisson, and thus closes the space between the two.
  • a device such, for example, as a vertical calking-strip carried in a position adjacent to the wall of the caisson and adapted to be moved outward, so as to extend the periphery of the caisson until it presses against the wall of the adjacent caisson, and thus closes the space between the two.
  • caisson both in its ordinary meaning of a vertical tubular structure having a continuous closed peripheral wall and arranged to be sunk under pneumatic pres- .so as to brace the latter.
  • Figure 1 shows a pair of rectangular timber caissons A A, arranged alongside each other and as close together as they can conveniently be sunk.
  • the caissons shown in this figure are a common type of rectangular double-walled caissons.
  • the outer wall B consists of vertical timbers arranged as close together as possible, but not necessarily water or air tight.
  • the inner wall 0 consists of similar timbers horizontally arranged and bolted to the outer wall, The inner wall is preferably calked tightly to make it substantially air-tight where pneumatic pressure is used and Water-tight in all cases.
  • the calking-strip D for extendingthe periphery ofthe caisson preferably lies in a vertical groove E, formed in the outer wall B, and consists of a wooden strip preferably extending throughout the depth of ,the caisson.
  • anysuitable means may be provided for holding the calking-strip withd rawn into the groove E during the sinking of the caisson and for forcing it out and against the adjacent caisson when desired.
  • the means which we show comprises a series of bolts F, connected to the calking-strip at suitable intervals of its length and extending into the caisson, where it may be drawn inward by means of a nut G, and means within the caisson for pressing against the bolts consisting, preferably, of plates H, which hear at their central portion against the ends of the bolts F and which maybe drawn up by means of bolts J, fixed in the wall of the caisson and extending through the ends of the plates H.
  • the means which we show comprises a series of bolts F, connected to the calking-strip at suitable intervals of its length and extending into the caisson, where it may be drawn inward by means of a nut G, and means within the caisson for pressing against the bolts consisting, preferably, of plates H, which hear at their central portion against
  • calking-strip may be continuous from end to end of the caisson, or it may extend over only a portion of the depth of the caisson, or it may extend over the entire depth and be made of any number of separate sections one arranged above the other.
  • a separate portion which is below the level of the roof K in pneumatic caissons.
  • the portion L of the caisson belowthe roof K constitutes the working chamber and is under pneumatic pressure.
  • the calking-strip may be of any suitable construction and material.
  • it is shown in Fig. 5 as a'triangular strip D of iron or steel, so that when it is pressed outward against the wall of the caisson A its edge will enter such wall for a short distance, as shown in dotted lines, instead of being fiattened, as is the case with the wooden strip D of Fig. 1.
  • the strip D may be carried, as shown, in a groove E in the outer wall B of the caisson, similarly toFig. 1, or it may be carried in any other suitable way, such as those hereinafter described.
  • Fig. 6 shows a mode of applying the improvement to a caisson A having a single wall N of vertical timbers braced at intervals of their length by interior braces O.
  • the single wall N must in this case be made substantially water-tight by calking.
  • the calking-strips, such as D, may be carried .in grooves E, formed in the outer portion of timbers N, forming part of the wall of the caisson, but made of extra thickness to allow for the formation of the groove E.
  • the means illustrated for forcing the strip-outward are the same as those shown in the previous figures, the complete mechanism for each strip D being preferably carried by the timber N in which the strip is carried.
  • FIG. 7 and 8 Another suitable construction for singlewalled caissons is shown in Figs. 7 and 8.
  • the groove E extends through the wall N of the caisson, and security against the admission of water is obtained by applying a covering-strip P over the inner side of the groove, the latter being made tight by calking with oakum or the like Q.
  • the covering-strips P may be held in place by the bolts J, which form part of the means for pressing the calking-strips outward.
  • gaskets R of any suitable packing material, may be 'arranged between the brace and the wall of the caisson, their edges extending aslight distanceunder the ends of the covering-strips P,'as shown in Fig. 8.
  • the invention is equally adapted to steelwalled caissons as to timber caissons and may be applied thereto in a variety of ways.
  • Fig. 9 we show theadja cent portions of a pair of steel caissons A A to the former of which is applied a calkin'g strip D,
  • the caissons A A may be double-walled caissons similar to those shown in Fig.
  • ing-strip may consist of a flat plate D Fig. 11, attached at one end-as, for example, by a bolt U-and made of soft enough material to permit the free end being pushed out, as indicated in dotted lines, or made of either metal or wood and hinged near its point of attachment.
  • a construction has the advantage that when placed with its free end toward the direction from which the pressure (indicated by an arrow) comes this pressure tends constantly to press the free end ofthe strip against the opposite caisson and so make a closer joint, so that the strip will assume somewhat the shape shown in dotted lines.'
  • any suitable mechanism for pressing the strip outward may be utilized.
  • the result may be obtained by arranging it with its free end held slightly away from the caisson-wall, so that after the cais son is sunk the lateral pressure will force the free end gradually over against the opposing caisson.
  • we use mechanism controllable from within the caisson for moving the strip out which mechanism may consist, as shown, of the bolts F and J and the plate H, previously described. This form of the invention may be obviously ap plied to various styles of caissons.
  • Fig. 12 we show a similar pair of caissons A A, provided with a compound calking-strip composed in part of a timber strip D, similar to that shown in Fig. 1, and a flat plate D similar to that shown in Fig. 11.
  • the position of the strip is determined by the previously-described bolts F and J and plate H.
  • This calkingstrip if desired, may
  • a vertical strip along the wall thereofand adj ustably. connected thereto to permitit to be moved outward to extend the periphery of the caisson.
  • cent caissons of adjustable outward projections therefrom formed of (talking-strips carried by the caissons and forming a pocket between said caissons, and a filling of suitable material in said pocket.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

No. 725,751. PATENTBD APR. 21, 1903. D. E. MORAN & E. S. JARRETT.
CAISSON OR COPPER-DAM.
\ APPLICATION rum) JAN. a0, 1903.
3 SHEETS-SHE];
N0 MODEL.
Q1 INVENTORS: gm! $1M u 6% By Al/Qmeys, -15 amwflg WITNESSES:
No. 725,751. PATENTED APR. 21, 1903. D. E. MORAN & E. S. JARRETT. GAIS SON OR COPPER-DAM.
APPLICATION FILED JAN. 30. 1903.
N0 MODEL. 3 SHEETSS HEET 2.
G11: ll III p nu at; ll\l ll I NVEN TORS: WITNESSES: VM
I By Allomeys, I
M @Jrra g w; uonms vzv no. WASHINGTON. n c.
No. 725,751. PATENTED APR. 21, 1903. 1). 1-1. MORAN & B. s. JAR'RBTT. GAISSON 0R COPPER-DAM.
APPLICATION FILED JAN. 30. 1903.
N0 MODEL.
3 SHEETS-SHEET 3.
FIG. I 1.
WITNESSES:
ii'NiTEo STATES PATENT FFICE.
DANIEL E. MORAN, OF MENDIIAM, NEW JERSEY, AND EDWIN S. JARRETT, OF NEW YORK, N. Y., ASSIGNORS OF ONE-THIRD TO FRANKLIN REMING- TON, OF GREENWICH, CONNECTICUT.
CAISSON OR COFFER-DAM.
bPECIFICATION formingpart of Letters Patent NO. 725,751, dated. April 21, 1903.
Application filed January 30,1903. Serial 110.141.115. (No model.)
To all whom it may concern:
Be it known that we, DANIEL E. MORAN, residing at Mendham, in the county of Morris and State of New Jersey, and EDWIN S. J AR- RETT, residing in the borough of Manhattan, city, county, and State of New York, citizens of the United States, have joiutlyinvented certain new and usefullmprovements in Caissons or Coder-Dams, of which the following space between the caissons has been gotten is a specification.
Our invention aims to provide certain improvements in caissons or cotfer-dams whereby the periphery thereof may be extended.
The improvement is especially useful where it is desired to entirely surround a space, such as a deep foundation or a basement for buildings, by a series of caissons or cotter-dams which shall hold back substantially all the water and earth on the outside of the inclosed space or wherever it is desired to construct a,
wall consisting of caissons or cotter-dams arranged alongside of each other and adapted to resist the passage of water or the like. According to our iuventionthese objects are attained by a means which is extremely simple in construction and cheap and which can be operated very easily and efficiently. Various other advantages of our invention are referred to in detail hereinafter.
Referring now to the embodiments of the invention illustrated in the accompanying drawings, Figure 1 is a plan view of the adjacent ends of two timber caissons or cofferdams, showing our improvements applied thereto. Fig. 2 is a view of the inner face of the caisson or coffer-dam shown in Fig. 1. Fig.- 3 is a section of Fig. 2, taken on the line 3 3. Fig. 4 is a view similar to Fig. 3, showing the construction preferably adopted at the lower portion of a pneumatic caisson. Figs. 5 and 6 are plan views of other embodiments of the invention. Fig. 7 is a transverse section ofanother form of the invention, taken on the line 7 7 of Fig. 8. Fig. 8 is an inside face view of the construction shown in Fig. 7. Fig. 9 is asectional view showing one manner of applying the-improvement to metallic caissons. Fig. 10 illustrates a still further adaptation of the invention. Figs.
11 and 12 are plan views of other embodiments of the invention applied to a singlewalled timber caisson.
Theforming of a continuous wall more or less water-tight by settinga series of caissons or cotter-dams alongside each other and subsequently filling the space between them has been accomplished in various ways. In all the structures with which we are familiar the at either from the top of the work or from one of the caissons by cutting out a portion of its wall, the filling material introd uced between the caissons being entirely independent of the caissons themselves. For example, concrete has been filled into the space between the caissons by cutting out the sides of the latter and laying the concrete from within the caissons. The chief objections to these various processes are their great cost and the difficulty of doing the work well. If the filling material is inserted from above, it is difficult to insure its proper location throughout the length of the caisson. If it is laid from within the caissons, the workmen are cramped for room, especially in pneumatic work. We propose to avoid these difficulties by providing means for extending the periphery of a caisson, which means are carried by the caisson, so that they may be quickly and easily made to occupy their final position after the caisson is in place. We provide also means controllable from within a closed caisson for extending its periphery-that is to say, the operation is elfected from within the caisson without the expense or the difficulty of opening a hole in the wall of the latter. The means for extending the periphery consists, preferably, of a device such, for example, as a vertical calking-strip carried in a position adjacent to the wall of the caisson and adapted to be moved outward, so as to extend the periphery of the caisson until it presses against the wall of the adjacent caisson, and thus closes the space between the two. We use the word caisson both in its ordinary meaning of a vertical tubular structure having a continuous closed peripheral wall and arranged to be sunk under pneumatic pres- .so as to brace the latter.
sure and also as referring to an open-topped tubular structure or coffer-dam having such a wall.
Referring now to the embodiments of the invention illustrated in the drawings, Figure 1 shows a pair of rectangular timber caissons A A, arranged alongside each other and as close together as they can conveniently be sunk. Theobjectofonrinventionistobridge the space between two such caissons. The caissons shown in this figure are a common type of rectangular double-walled caissons. The outer wall B consists of vertical timbers arranged as close together as possible, but not necessarily water or air tight. The inner wall 0 consists of similar timbers horizontally arranged and bolted to the outer wall, The inner wall is preferably calked tightly to make it substantially air-tight where pneumatic pressure is used and Water-tight in all cases. With caissons of this construction the calking-strip D for extendingthe periphery ofthe caisson preferably lies in a vertical groove E, formed in the outer wall B, and consists of a wooden strip preferably extending throughout the depth of ,the caisson. By forcing this calking-strip out from the caisson A its edge is pressed against the wall of the adjacent caisson A with any desired degree of pressure. The groove E and the calking-strip D are of such depth that the latter engages the wall of the adjacent caisson A before it can escape from the groove E, so that after it occupies its operative calk-ing position it still lies in part in said groove. Anysuitable means may be provided for holding the calking-strip withd rawn into the groove E during the sinking of the caisson and for forcing it out and against the adjacent caisson when desired. The means which we show comprises a series of bolts F, connected to the calking-strip at suitable intervals of its length and extending into the caisson, where it may be drawn inward by means of a nut G, and means within the caisson for pressing against the bolts consisting, preferably, of plates H, which hear at their central portion against the ends of the bolts F and which maybe drawn up by means of bolts J, fixed in the wall of the caisson and extending through the ends of the plates H. The
calking-strip may be continuous from end to end of the caisson, or it may extend over only a portion of the depth of the caisson, or it may extend over the entire depth and be made of any number of separate sections one arranged above the other. For example, we prefer to provide a separate portion which is below the level of the roof K in pneumatic caissons. The portion L of the caisson belowthe roof K constitutes the working chamber and is under pneumatic pressure. When the caisson is to be filled with concrete, as is usual, the working chamber is filled first. The air-pressure is then cut off and the portion M above the roof K,ordinarily called the coffer-dam, is then filled. By making the parts D and D of the calking-strip separate the workmen in the Working chamber can first press out the portion D independently of the portion D, and after the working chamber has been filled with concrete the portion D of the strip may be pressed out simultaneously along its entire length, thus easing the work andpreventing injury to the strip by bending or otherwise. The calking-strip may be of any suitable construction and material. For example, it is shown in Fig. 5 as a'triangular strip D of iron or steel, so that when it is pressed outward against the wall of the caisson A its edge will enter such wall for a short distance, as shown in dotted lines, instead of being fiattened, as is the case with the wooden strip D of Fig. 1. The strip D may be carried, as shown, in a groove E in the outer wall B of the caisson, similarly toFig. 1, or it may be carried in any other suitable way, such as those hereinafter described.
It is to be understood that the invention is applicable to caissons or coffer-dams of any construction, those shown being simply to illustrate its adaptation to a common form of caisson.
Fig. 6 shows a mode of applying the improvement to a caisson A having a single wall N of vertical timbers braced at intervals of their length by interior braces O. The single wall N must in this case be made substantially water-tight by calking. The calking-strips, such as D, may be carried .in grooves E, formed in the outer portion of timbers N, forming part of the wall of the caisson, but made of extra thickness to allow for the formation of the groove E. The means illustrated for forcing the strip-outward are the same as those shown in the previous figures, the complete mechanism for each strip D being preferably carried by the timber N in which the strip is carried.
Another suitable construction for singlewalled caissons is shown in Figs. 7 and 8. In this case the groove E extends through the wall N of the caisson, and security against the admission of water is obtained by applying a covering-strip P over the inner side of the groove, the latter being made tight by calking with oakum or the like Q. The covering-strips P may be held in place by the bolts J, which form part of the means for pressing the calking-strips outward. To prevent leaking at the braces O, gaskets R, of any suitable packing material, may be 'arranged between the brace and the wall of the caisson, their edges extending aslight distanceunder the ends of the covering-strips P,'as shown in Fig. 8.
In the previous constructions we have shown the calking-strips arranged in pairs, so as to give greater security. This is not essential, however, as a single calking-strip will ordinarily secure the desired tightness.
The invention is equally adapted to steelwalled caissons as to timber caissons and may be applied thereto in a variety of ways. For
example, in Fig. 9 we show theadja cent portions of a pair of steel caissons A A to the former of which is applied a calkin'g strip D,
carried in a groove E of a vertical timber S, bolted to the outside of the caisson A by meansof the bolts .I of the strip-pressing mechanism. Ifit be found that this construction on the outside of the caisson interferes Our invention provides also for the closing of a space between two caissons or analogous structures by means of adjustable outward projections therefrom forming a pocket between the caissons and a filling of suitable material in said pocket. For example, as shown in Fig. 10, the caissons A A may be double-walled caissons similar to those shown in Fig. l and may be provided with pairs of calking-strips D so arranged relatively to each other that when extended to the positions shown they overlap each other and form a pocket which may be filled with concrete,clay, or other suitable material T, the earth, where there is any, being removed for this purpose. This construction may be advantageously used where thespace between the caissons is too great tov permit of its being spanned by a single calking-strip.
The style of the calking-strip and the man-. ner of carrying the same are not material to the broad invention. ing-strip may consist of a flat plate D Fig. 11, attached at one end-as, for example, by a bolt U-and made of soft enough material to permit the free end being pushed out, as indicated in dotted lines, or made of either metal or wood and hinged near its point of attachment. Such aconstruction. has the advantage that when placed with its free end toward the direction from which the pressure (indicated by an arrow) comes this pressure tends constantly to press the free end ofthe strip against the opposite caisson and so make a closer joint, so that the strip will assume somewhat the shape shown in dotted lines.'
Any suitable mechanism for pressing the strip outward may be utilized. In fact, withoutany special means for moving the strip outward the result may be obtained by arranging it with its free end held slightly away from the caisson-wall, so that after the cais son is sunk the lateral pressure will force the free end gradually over against the opposing caisson. Preferably, however, we use mechanism controllable from within the caisson for moving the strip out, which mechanism may consist, as shown, of the bolts F and J and the plate H, previously described. This form of the invention may be obviously ap plied to various styles of caissons. We have shown it in use with single-walled timber caissons A A style of caisson, because it does not necessi- For example, the calk-v It is specially adapted for this tate cutting into the wall of the caisson or any other special provision for carrying and guiding the strip.
In Fig. 12we show a similar pair of caissons A A, provided with a compound calking-strip composed in part of a timber strip D, similar to that shown in Fig. 1, and a flat plate D similar to that shown in Fig. 11. The position of the strip is determined by the previously-described bolts F and J and plate H. This calkingstrip, if desired, may
be countersunk. 7
Though we have described with great particularity of detail certain constructions embodying our invention, yet it is to be understood that the invention is not limited to the specific structures disclosed. Various modifications-of the detailsand of the arrangement and combination of the parts are possible to those skilled in the art without departure from the invention. I
We claim as our invention 1.. The combination with a caisson having.
carried in a position adjacentto the wall thereof, and means controlled from within saidcaissonfor moving said device outward to extend the periphery of the caisson.
5. In combination with a. caisson, a vertical strip along the wall thereofand adj ustably. connected thereto to permitit to be moved outward to extend the periphery of the caisson.
6. In combination with a caissonhaving a vertical groove in its, periphery, a vertical strip in said groove and adapted to be moved outward to extend the periphery ofthe caisson.
7. In combination with a caisson, a vertical strip along the outer side of the wall thereof, a bolt connected thereto and extending.
into the caisson, and means within the caisson for pressing against said bolt to force said.
its periphery independently at points above' and below the roof-level.
10. The combination with a pair-of adjacent caissons, of a calking-strip between them and adjustable after sinking to closethe spac between them.
cent caissons, of adjustable outward projections therefrom formed of (talking-strips carried by the caissons and forming a pocket between said caissons, and a filling of suitable material in said pocket.
In witness whereof we have hereunto signed our names in the presence of two subscribing witnesses.
DANIEL E. MORAN. EDWIN S. JARRETT.
Witnesses:
DOMINGO A. USINA, FRED WHITE.
US14111503A 1903-01-30 1903-01-30 Caisson or coffer-dam. Expired - Lifetime US725751A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US14111503A US725751A (en) 1903-01-30 1903-01-30 Caisson or coffer-dam.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US14111503A US725751A (en) 1903-01-30 1903-01-30 Caisson or coffer-dam.

Publications (1)

Publication Number Publication Date
US725751A true US725751A (en) 1903-04-21

Family

ID=2794261

Family Applications (1)

Application Number Title Priority Date Filing Date
US14111503A Expired - Lifetime US725751A (en) 1903-01-30 1903-01-30 Caisson or coffer-dam.

Country Status (1)

Country Link
US (1) US725751A (en)

Similar Documents

Publication Publication Date Title
US725751A (en) Caisson or coffer-dam.
US480127A (en) o rourke
US996397A (en) Support for building-walls, &c.
US584865A (en) Photo-litho
US925809A (en) Covering for earthenware pipes and the like.
US924362A (en) Coffer-dam.
US1437044A (en) Cofferdam construction
US759389A (en) Caisson.
US759388A (en) Caisson.
US1515709A (en) Irrigation ditch
US749765A (en) William n
US413384A (en) Tunneling-ram
US930974A (en) Fitting for concrete casings.
US745453A (en) Pilot-sheeting.
US1960080A (en) Foundation caisson
US903441A (en) Driven mold for sunken concrete structures.
US784413A (en) Subaqueous tunnel construction.
US300469A (en) De witt c
US693235A (en) Piling.
US490630A (en) Electric conduit
FR2417633A1 (en) Masonry arch for tunnel - has half pipes forming upper bed with joints formed by metal plates and plastics inserts for seals
US1068228A (en) Caissons and method of joining them.
US1414129A (en) Tunnel and shaft lining
US755956A (en) Method of constructing tunnels, shafts, or other excavations.
US877308A (en) Pneumatic caisson.