US1234357A

US1234357A - Tunnel-mold.

Info

Publication number: US1234357A
Application number: US9636516A
Authority: US
Inventors: Howard B Loxterman
Original assignee: BLAW STEEL CONSTRUCTION Co
Current assignee: BLAW STEEL CONSTRUCTION Co
Priority date: 1916-05-09
Filing date: 1916-05-09
Publication date: 1917-07-24
Anticipated expiration: 1934-07-24

Description

H. B. LOXTERMAN TUNNEL MOLD.

APPLICATION FILED MAY 9. I916.

lfimfimg Patented July 24, 1917.

3 SHEETSSHEET I.

WlTNESS: \IENTOFL a4 1 OFINEY H. B. LOXTERMAN.

TUNNEL MOLD.

- APPLICATION FILED MAY 9, 1 916. 1,23%,351 Patented July 24,1917.

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H. B. LOXTERMAN.

TUNNEL MOLD.

APPLICATION FILED MAY 9. 19 16.

Patented July 24., 1917.

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UNTTED @TATEp PATENT UFFTUE.

HOWARD B. LOXTERMAN, OF PITTSBURGH, PENNSYLVANIA, ASSIGNOR TO BLAW STEEL CONSTRUCTION COMPANY, OF HOBOKEN, PENNSYLVANIA, A CORPORATION OF NEW JERSEY.

TUNNEL-Morn.

To all whom it may concern:

Be it known that I, HOWARD B. LoXTER- MAN, a citizen of the United States, residing at Pittsburgh, in the county of Allegheny and State of Pennsylvania, have invented certain new and useful Improvements in Tunnel-Molds, of which the following is a specification.

This invention relates to tunnel molds, and more particularly to that class of molds used in making railway and other large tunnels, and has for its principal objects the provision of a mold form that can be used for both curved and tangent work without alteration of the parts; the provision of a tunnel mold form that can be readily set up in the field and moved into and out of operative position with a minimum of effort; the provision of a tunnel mold that is simple in construction and inexpensive to manufacture, and such other objects as may hereinafter appear. One embodiment of the invention is shown in the accompanying drawings, wherein Figure 1 is an end elevation of the mold form in operative position, Fig. 2 is a longitudinal section of the form on the line IL-II of Fig. 1; Fig. 3 is a diagrammatic plan view of the structure as set up for forming a comparatively sharp curve; Fig. 4: is a diagrammatic plan view of the structure as set up for a curve of greater radius than that shown in Fig. 8; Fig. 5 is a section on the line A A of Fig. 1 when the forms are set up for a tangent or straight tunnel; and Fig. 6 is a section on the line A.A when the form is set up in a curved tunnel.

Referring to the drawings, the tunnel mold form comprises a series of traveler frames for supporting the lagging forms, each of which is made up of two pairs of longitudinal channels 1 spaced apart to receive the wheels 2 which are secured between the channels 1 and rotate about the shafts 3 which have a bearing in the channels 1. Between the channels vertical stub channels 4 are secured and these are held together and reinforced by side plates 5, thus forming on each truck member a pair of boxed guides 6. These guide members are adapted to receive the lower ends of a pair of vertical supporting channels 7 which are secured together at their upper ends by means of a pair of cross channels 8. The

Specification of Letters Patent.

Patented July 241:, 1917.

Serial No. 96,365.

vertical channels 7 and the cross channels 8 are connected by means of gusset plates 9 which are securely bolted to the said channels. The vertical channels 7 are connected intermediate their ends by a pair of channels 10 (see Figs. 1 and 2) which serve as a bearing and support for the upper end of a screw jack 11 which supports the upper portion of the traveler frame. The jacks 11 are mounted upon the longitudinal channels 1 of the truck and serve to raise and lower the upper portion of the traveler frame to move the frame into and out of operative position.

Secured to the upper ends of the gusset plates 9 is a pair of vertically disposed supporting channels 12 which serve to support the arched portion of the frame which consists of a plurality of

arcuate channels

13 and 14. The arcuate channels are secured together by means of gusset plates 15 which are securely bolted to the inner faces of the channel webs and the upper ends of the vertical supporting channels 12 are securely bolted to the gusset plates 15.

The lower ends of the arcuate channels 14: are secured to straight inwardly inclined channel frames 16 by means of connecting plates 17 which are securely bolted to the inner faces of the webs of the

channels

14 and 16. The

arcuate channels

13 and 14 are adapted to form a support for flexible lagging plate forms 18, which are adapted to be secured to the channels by means of clips 19. (See Figs. 1, 5 and 6). These clips are in the form of an angle and one leg of which is secured to the channels by means of bolts 20, while the other leg is secured to the lagging plate by means of the bolts 21. The straight channels 16 are adapted to support the lagging plates 22, which serve to form the side walls of the tunnel, the plates 22 being secured to the channels 16 in the same manner that the plates 18 are secured to the

channels

13 and 14.

The upper end of the side channels 16 and the lower end of the arcuate channels 14 are supported by the traveler frame by means of engagement of the connecting plates 17 with the ends 23 of the channels 8 which project beyond the outside of the vertical frame channels 7. The plates 17 are provided with horizontal slots 24 which are adapted to receive bolts 25 which extend through both the plates 17 and the channels 8. These bolts serve as a guide for the move ment of the side forms inward and when the forms are in their expanded position, as illustrated in Fig. 1, the side forms are rigidly held against relative movement with respect to the traveler frame by means of the plurality of bolts 26. The movement inward of the side forms is accomplished by means of the turn buckles 27 which are connected at one end to the gusset plates 9 and at the other end to the connecting plates 17. Thelower ends of the side forms are moved inwardby means of turn buckles 28 which are connected at one end to a reinforcing angle 29 extending along the extreme lower edge of the side forms, and at the otherierid-top'lates 30 which are secured to the truck channels 1. :Turning of the turn buckles wi-ll draw the lower ends of the frame'toward the truck when it is desired tocollapse the form. The trucks are supporteduponrails 31 which are in turn supported upon longitudinalwooden stringers I 32 extending throughout the length of the tunnel. These stringers are held in their respective positions by means of cross stringers 33 and short stringers 34;, which extend from the stringers 32 into engagementwith the under surface of the reinforcingangles 29. The stringers 34 are wedged in place afterthe form has been placed in operative position and serve to support the forms while the concrete is being applied.

'The-arcuate channels 14: are flexible to a certain degree and'maynbe bowed inward from a point below the plates 15, thus making it possible to collapse the side forms even though they are rigidly connected to the lower ends of the arcuate channelsli.

:In this construction the traveler frame is of the same contour throughout as the finished tunnel and flexible lagging plates. as previously stated, are bolted directly to the frame channels. These lagging plates mayhave para-llelendedges or the end edges may be in angular relation as illustrated in Figs. 3 andl, for reasons to be hereinafter set forth and may be built in -units which extend fromone side of the formto the other as illustrated in Figs. 3 and 4. A complete traveler frame unit is located at-each joint of the lagging platesso that the ends thereof overlap the channels13, 14 and 16. In practice the travelersiare first moved into their proper position andsecured together by means of connecting angles 35. One end of the connecting :angles 35 is securely bolted by means ofibolts 36 to the vertical channels? whilethe other end of theangles 35 is provided with slots 37 which are adapted to receive bolts 38, which HFELSB- cured-to the vertical channels 7. Thus, the space between the travelers maybe shortened or lengthened as the case may require, and the trucks on one side of the'frames may be spaced a greater distance apart than having the shortest radius,,as*- in Fig. 3, the

the trucks on the opposite side of the frames. The trucks are oined together by means of angles 39 which also have a slot and bolt connection which permits of adjustment of the distance between the trucks.

Referring to Figs. 3 and 4: a series of lagging panels are shown assembled for use in tunnels having curves therein, the drawing (Fig.3) illustrating the arrangement of the panels and the traveler frames when it is desired to mold a tunnel having a.-curve of comparatively short radius while. the drawing of Fig. 4 shows anvarrangement of the forms where the curve is of greater radius. It will be seen that the endedgesiO and 41 are in this case out in angular relation, that is, theside :42 is narrower than. the side143. When it is desired to form astraight or tangent tunnel the panels are arranged in reverse relation, that is the wide and short sides of adjacent panels are put inalternate relation, thus formingastraightunold form as shown at the: right-hand side of Figs. 3 and l. Where the curve begins inthecurve 9O narrow sides 42 of the panels are placed. adjacent one another andthe panels on the outer portion of the curve are separated, leaving spaces 44: between the panels on the outer edge of the curve. Vhereia curve of comparatively greater radius is to be formed the panels. are arranged in -.the position shown iniFig. 4: wherein the widest sides-.43 of the panels are arranged side'by-side and the panels separated at the inner side of 1.00 the curve leaving spaces 45 between the panels.

lVherexthe panels are arranged to formv a straight tunnel, as shownat the righthand of Figs. 3 and 4, thetraveler framesare dis-v posed in parallel relation so thatthey come directly beneath the joint o-fthe panels; thus each traveler frame .servesto support the adjoining edges of two adjacent panels. Where the panels are arranged to form curve the traveler-frames are disposed in angular relation, as shown at the left hand of Figs. 3 and 4, so that the frames are disposed directlybeneath the gaps' l and A25. The outer faces of the frame members, therefore servexto bridge'the gap; between the forms and form a continuousmoldfornrsurface throughout the entire length of the form. It will'be' seen by the-arrangement of the panelsillustrated in Figs-.3: and l. 1.20 that a great variety of forms may the :constructed having different degrees of curvature and at the same time straight tunnels maybe formed with the same moldswithout any alteration in, their. construction.

Referring; to Figs. ,5 and 6,-enlargedsections are shown taken on the.lineAA-of Fig. 1, -Fig. 5 showingethe method; of. securing the panels together and toathe traveler framewhen the end edges ofathe panels are 130 placed in connected relation, as shown at the right-hand of Figs. 3 and 4, or in other words, where a straight tunnel is being formed. Fig. 6 is an enlarged section of a portion of the forms taken on the line AA when the forms are arranged for forming a curved tunnel such as the arrangement illustrated at the left-hand of Fig. 3. In this case the clips 19 will be spaced away from the flanges of the channels and filler blocks 46 are placed between the clips 19 and the flanges of the channels, thus producing a very secure connection between the panels regardless of their relative position.

The operation of the form is as follows. First, the bottom of the concrete tunnel is laid and the stringers for supporting the rails placed in position. After the rails have been put down throughout the tunnel, the travelers are moved into the desired "operative position and connected by means of the

angles

35 and 39. The forms are then adjusted to the expanded position shown in Fig. 1 and all adjusting bolts then tightened. The lagging is then secured in position upon the frames as illustrated in Figs. 3 and 4. The stringers 34 are put in position to support the forms and the form is ready for the concrete.

When it is desired to collapse the form the stringers 34 are first removed and the turn buckles 27 and 28 are then operated to draw the sides of the form inward, after which operation the jack screws 11 are operated to lower the frame. When the frame has thus been collapsed it may be moved along the rails 31 into another operative position. It is obvious that many changes may be made in the details of the construction without departing from the spirit of the invention and the invention is, therefore, not limited to the specific construction here illustrated and described.

What I claim is:

1. In a tunnel mold, the combination with a plurality of tapered lagging panels arranged end to end with an angular space therebetween, of a traveler for supporting the panels having a supporting frame of the contour of the completed tunnel adapted to support the ends of the panels and fill the space between the panels to form a continuous mold surface.

2. In a tunnel mold, the combination with a plurality of lagging panels arranged end to end in spaced angular relation, of a traveler for supporting the panels adapted to engage the inner surface of the panels adjacent the adjacent ends thereof, the said traveler being adapted to connect the panels and fill the space between the panels to form a continuous mold surface.

3. A mold form comprising a plurality of lagging panels disposed end to end, and traveler frames for supporting the panels each adapted tosupport the adjoining ends of the panels and means for adjustably connecting the frames in parallel or angular relation.

4. A mold form comprising, in combina tion, a plurality of lagging panels disposed end to end with the end edges of one side ofv the panels spaced apart farther than the end edges of the opposite side so that the panels are in angular relation and thereby form a curved form, and a traveler frame of greater width than the space between the panels engaging the inside of the panels adjacent the adjoining ends adapted to support the panels and close the space between phe panels to form a continuous mold surace.

5. A mold form comprising in combination, a traveler frame having an arched upper portion rigidly supported between the sides and the center of the arch and provided with flexible form supporting ribs extending downward from the rigid support to the sides of the arch, means carried by the rigid support for flexing the flexible ribs into and out of operative position, and

flexible lagging forms secured to the frame and adapted to move therewith.

6. A mold form comprising in combination, a traveler frame having an arched upper portion rigidly supported between the sides and center of the arch by a frame supported upon a truck, and provided with flexible form supporting ribs extending downward from the rigid support to the sides of the arch, means carried by the truck for elevating and lowering the rigid supports, means carried by the rigid support for flexing the flexible ribs into and out of operative position, and flexible lagging forms secured to the frame and adapted to move therewith.

7. A mold form compnising in combination, a traveler frame having an arched upper portion rigidly supported between the sides and the center of the arch and provided with flexible form supporting ribs extending downward from the rigid support to the sides of the arch, means for flexing the flexible ribs into and out of opera tive position, and flexible lagging forms secured to the frame and adapted to move therewith.

HOWARD B. LOXTERMAN.

Copies of this patent may be obtained for five cents each, by addressing the Commissioner of Patents, Washington, D. 0.