US975084A - Concrete timbering for tunnels. - Google Patents

Concrete timbering for tunnels. Download PDF

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US975084A
US975084A US49303409A US1909493034A US975084A US 975084 A US975084 A US 975084A US 49303409 A US49303409 A US 49303409A US 1909493034 A US1909493034 A US 1909493034A US 975084 A US975084 A US 975084A
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mortises
uprights
members
timbering
tenons
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US49303409A
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Thomas H Stanley
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/006Lining anchored in the rock
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S256/00Fences
    • Y10S256/04Board fastener

Definitions

  • My invention relates to improvements in concrete timbering for mine or other tunnels, my object being to provide a tunnel structure which shall be absolutely secure, readily constructed and practically indestructible when installed.
  • This timbering consists of uprights, top and bottom members suitably interlocked with the uprights and side members whose extremities are fashioned or tenoned to interlock with the uprights, the latter being provided with mortises or sockets to receive the tenoned ends of the side members.
  • Figure 1 is a central longitudinal section taken through a tunnel, timbered in accordance with my invention.
  • Fig, 2 is a vertical cross section of the same taken on the line 2 2, Fig. 1.
  • Fig. 3 is an edge view of one of the side timbering members.
  • Fig. 4 is a side view of the same.
  • Fig. 5 is a section taken through two of the uprights on the same side of the t-unnel, illustrating the manner of applying the side members to the uprights.
  • Fig. 6 is a top plan view of one of the top members of the tunnel structure.
  • Fig. 7 is a side or edge view of the same.
  • Sis a section taken through two uprights on opposite sides of the tunnel, and cutting the mortises engaged by the tenoned extremities of the bottom members.
  • Fig. 9 is a side or edge view of one of the bottom members.
  • Fig. 10 is a detail view of one of the uprights or posts looking at the side opposite that shown in Fig. 2.
  • numeral 5 designate the uprights or posts of the timbering structure; 6 the side members of the same, 7 the bottom members and 8 the top members thereof.
  • Each upright is provided intermediate its extremities with two sets of mortises, those on one side being designated 9 and those on the opposite side 10.
  • the mortises 9 have an opening 12 extending from the inner surface of the post outwardly, the inner portions being in communication with a downwardly extending mortise part 13. Both the parts 12 and 13 of each mortise 9, are also open on one side of the post or upright to permit the insertion of the tenoned extremity 14 of a side member 6.
  • On the opposite side of each post from the mortises 9 are located the mortises 10 which have no opening extending to the inner surface of the post. These mortises 10, however, are open on the side of the post for the introduction of the tenoned extremities 14 of the members 6, and the upper portions 15 of these mortises 10 are somewhat wider than the lower portions 16 thereof.
  • the parts 12 and 13 of the mortises 9 are of dove-tail shape as indicated by the dotted lines 17 and 18 (see Fig. 2). This is also true of the parts 15 and 16 of the mortises 10 as indicated by the dotted lines 19 and 20. (See Fig. 10). This peculiar shape of both sets of mortises is required by the dove-tail shape of the tenons 14 of the side members.
  • each post 5 is provided with a mortise 21 having a part 22 open on one side of the post to receive a dove-tailed tenon 23 of a bottom member 7.
  • the inner portion of the mortise part 22 communicates with a downwardly extending mortise part 24 into which the tenon 23 dro-ps after its introduction into the mortise part 22 (see Fig. 8).
  • the mortises 21 are of dove-tail shape to receive the tenons 23. It is evident that when the tenons 23 have dropped into the lower parts 24 of the mortises 21, the bottom members can be removed or disengaged from the posts by rst lifting them and then moving them in the opposite direction from their movement when inserting them in the posts or standards. These bottom members by virtue of their tenoned Patented Nov. 8, 1910.
  • shoulders 25 formed by the casting of the tenons upon the said members. These shoulders, of course, engage the' inner surfaces of the standards on opposite sides of the mortise parts 24 when the bottom members are inV place.
  • the upper extremities of the' posts or standards are mortised from the top downwardly to receive the dove-tailed tenons 26 of the top members '8. These top members when in place, securely bind the standards together at the top and prevent them from spreading by virtue of the dove-tail shape of the tenons.
  • a covering of slabs 27 which may be made to completely close the tunnel at the top to prevent any loose or granular' material from entering the tunnel in case the formation should be of such a nature as to reuire this covering.
  • Side slabs ma also be Vvintroducing the plast-ic material.
  • suitable ties 30 may be interposed between the concrete timbers 7, for the purpose of securing the track rails 31 in place.
  • the bottom members 7 are applied to the posts by inserting their tenons 23 first in the parts 22 of the mortises 21, after which the tenons drop downwardly into the parts 24; of the said mortises.
  • the top members are applied by simply placing them in position so that. their tenons 26 may drop downwardly into the mortises in the upper extremities of the posts 5.
  • a concrete timbering structure for mines or other tunnels comprising uprights having mortises formed in their sides, the
  • said mortises being formed near the outery sides of the uprights, one set of mortises of each upright having laterally extending openings from their upper portions to the inner surfaces of the uprights, while the lower parts of the mortises are closed on their inner surface, near the outer edge kof the uprights, the mortises on the opposite sides of the uprights being closed on the inner surface of the uprights, but having openings from the upper portion of the mortises, the said openings extending laterally toward the inner side of the uprights, and the said mortises adapted to receive tenons of side members, the mortises of the uprights being correspondingly shaped for engagement with the side members.
  • a concrete timbering structure comprising uprights held in position by transverse bottom and top members, side bars mortised in suitable mortises formed on opposite sides of the uprights, the extremities of said side bars being tenoned, the outside of the tenons having a straight outer edge to lie Hat against the outer side of the mortises in the upright members, and the inner sidesV of said tenons having an inclined surface toward the body portion of the side members, the mortises of the uprights being correspondingly shaped for engagement with the said side members.
  • a tunneling structure composed of uprights suitably separated, each upright having mortises on opposite sides, the said mortises being formed near the outer sides of the uprights, one set of mortises of each upright having laterally extending openings to the inner surface of the uprights, while the lower parts of the mortises are closed on the inner surface near the outer edge of the uprights, the mortises on the opposite sides ofthe uprights being closed on the inner surface of the uprights, but having openings from the upper portion of the mortises, the said openings extending laterally toward the inner side of the uprights, the outer sides of the mortises on the opposite sides of the post having a flat surface and the inner .side of the said mortises having their sides inclined toward the center of the post, and side timbering members Whose sides are tenoned to the inclined surface of the inner side of the enter the inortises of the uprights, the said said niortises, substantially as described. 10 tenons having a straight outer edge adapted In testimon whereof

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

.um Maa sums-asm 1.
Patented Nov. 8, 1910.
Illl
T. H. STANLEY.
GONGRBTE TIMBBRING FOR TUNNELS. APPLmATloN FILED APB. se, 190.9.
1H: Nanms Psrsfas ca., wAsmNaruN, n, cv
qll
T. H. STANLEY.
CONCRETE TIMBBRING P0P. TUNNELS.
APPLICATION FILED APR.29, 1909.
975,084. Patented Nov. s, 1910.
3 SHEETS-SHBET1 T. H. STANLEY.
vGONGRBTE TIMBERING FOR TUNNELS.
APPLmATIoN FILED Amma, 190s.
Patented Nov. 8, 1910.7`
a SHEETS-@HEBT a.
THOMAS H. STANLEY, OF DENVER, COLORADO.
CONCRETE TIMBERING- FOR TUNNELS.
Specification of Letters Patent.
Application led April 29, 1909. Serial N o. 493,034.
To all whom t may concern:
Be it known that I, THOMAS H. STANLEY, a citizen of the United States, residing in the city and county of Denver and State of Colorado, have invented certain new and useful Improvements in Concrete Timbering for Tunnels; and I do declare the following to be a full, clear, and exact description of the invention, such as will enable others skilled in the art to which it appertains to make and use the same, reference being had to the accompanying drawings, and to the letters and figures of reference marked thereon, which form a part of this specification.
My invention relates to improvements in concrete timbering for mine or other tunnels, my object being to provide a tunnel structure which shall be absolutely secure, readily constructed and practically indestructible when installed.
This timbering consists of uprights, top and bottom members suitably interlocked with the uprights and side members whose extremities are fashioned or tenoned to interlock with the uprights, the latter being provided with mortises or sockets to receive the tenoned ends of the side members.
Having briefly outlined my improved construction, I will proceed to describe the same in detail, reference being made to the accompanying drawing in which is illustrated an embodiment thereof.
In this drawing, Figure 1 is a central longitudinal section taken through a tunnel, timbered in accordance with my invention. Fig, 2 is a vertical cross section of the same taken on the line 2 2, Fig. 1. Fig. 3 is an edge view of one of the side timbering members. Fig. 4 is a side view of the same. Fig. 5 is a section taken through two of the uprights on the same side of the t-unnel, illustrating the manner of applying the side members to the uprights. Fig. 6 is a top plan view of one of the top members of the tunnel structure. Fig. 7 is a side or edge view of the same. Fig. Sis a section taken through two uprights on opposite sides of the tunnel, and cutting the mortises engaged by the tenoned extremities of the bottom members. Fig. 9 is a side or edge view of one of the bottom members. Fig. 10 is a detail view of one of the uprights or posts looking at the side opposite that shown in Fig. 2.
The same reference characters indicate the same parts in all the views.
Let the numeral 5 designate the uprights or posts of the timbering structure; 6 the side members of the same, 7 the bottom members and 8 the top members thereof.
Each upright is provided intermediate its extremities with two sets of mortises, those on one side being designated 9 and those on the opposite side 10. The mortises 9 have an opening 12 extending from the inner surface of the post outwardly, the inner portions being in communication with a downwardly extending mortise part 13. Both the parts 12 and 13 of each mortise 9, are also open on one side of the post or upright to permit the insertion of the tenoned extremity 14 of a side member 6. On the opposite side of each post from the mortises 9 are located the mortises 10 which have no opening extending to the inner surface of the post. These mortises 10, however, are open on the side of the post for the introduction of the tenoned extremities 14 of the members 6, and the upper portions 15 of these mortises 10 are somewhat wider than the lower portions 16 thereof.
The parts 12 and 13 of the mortises 9 are of dove-tail shape as indicated by the dotted lines 17 and 18 (see Fig. 2). This is also true of the parts 15 and 16 of the mortises 10 as indicated by the dotted lines 19 and 20. (See Fig. 10). This peculiar shape of both sets of mortises is required by the dove-tail shape of the tenons 14 of the side members.
The lower extremity of each post 5 is provided with a mortise 21 having a part 22 open on one side of the post to receive a dove-tailed tenon 23 of a bottom member 7. The inner portion of the mortise part 22 communicates with a downwardly extending mortise part 24 into which the tenon 23 dro-ps after its introduction into the mortise part 22 (see Fig. 8). The mortises 21 are of dove-tail shape to receive the tenons 23. It is evident that when the tenons 23 have dropped into the lower parts 24 of the mortises 21, the bottom members can be removed or disengaged from the posts by rst lifting them and then moving them in the opposite direction from their movement when inserting them in the posts or standards. These bottom members by virtue of their tenoned Patented Nov. 8, 1910.
extremities, are provided with shoulders 25 formed by the casting of the tenons upon the said members. These shoulders, of course, engage the' inner surfaces of the standards on opposite sides of the mortise parts 24 when the bottom members are inV place.
Attention is called to the fact that in Fig. 2, in one instance, the side member 6 is so out as to show only the cross section of the tenon, while in the other instances, the section is taken through the body of the side members. It may also be stated that in the case of the uppermost mortise 9 at the left of Fig. 2, the mortise is shown without a tenon therein, for the purpose of more clearly indicating its shape.
The upper extremities of the' posts or standards are mortised from the top downwardly to receive the dove-tailed tenons 26 of the top members '8. These top members when in place, securely bind the standards together at the top and prevent them from spreading by virtue of the dove-tail shape of the tenons. On top of the members 8, is placed a covering of slabs 27 which may be made to completely close the tunnel at the top to prevent any loose or granular' material from entering the tunnel in case the formation should be of such a nature as to reuire this covering. Side slabs ma also be Vvintroducing the plast-ic material.
As it is generally necessary to place tracks for cars in the bottom of the tunnel, suitable ties 30 may be interposed between the concrete timbers 7, for the purpose of securing the track rails 31 in place.
After the tunnel uprights are in place, the other members may be quickly and easily applied. The bottom members 7 are applied to the posts by inserting their tenons 23 first in the parts 22 of the mortises 21, after which the tenons drop downwardly into the parts 24; of the said mortises. The top members are applied by simply placing them in position so that. their tenons 26 may drop downwardly into the mortises in the upper extremities of the posts 5.
In applying y.the side members, the latter are held in the position shown in Fig. 5 after which one of the tenons is inserted in the upper part 15 of one of the mortises 10 while the opposite tenon 14 is caused to enter the part 12 of one of the mortises 9 of another post, after which the tenons are allowedto drop downwardly respectively entering the parts 13 and 30 of the mortises 9 and 10. In order to remove these side members, the loperation just described is reversed. It will thus be seen that the operation of installing the structure may be readily accomplished, the timbering members having been constructed to interlock in the manner heretofore explained.
Having thus described my invention, what I claim is:
l. A concrete timbering structure for mines or other tunnels, comprising uprights having mortises formed in their sides, the
said mortises being formed near the outery sides of the uprights, one set of mortises of each upright having laterally extending openings from their upper portions to the inner surfaces of the uprights, while the lower parts of the mortises are closed on their inner surface, near the outer edge kof the uprights, the mortises on the opposite sides of the uprights being closed on the inner surface of the uprights, but having openings from the upper portion of the mortises, the said openings extending laterally toward the inner side of the uprights, and the said mortises adapted to receive tenons of side members, the mortises of the uprights being correspondingly shaped for engagement with the side members.
2. A concrete timbering structure, comprising uprights held in position by transverse bottom and top members, side bars mortised in suitable mortises formed on opposite sides of the uprights, the extremities of said side bars being tenoned, the outside of the tenons having a straight outer edge to lie Hat against the outer side of the mortises in the upright members, and the inner sidesV of said tenons having an inclined surface toward the body portion of the side members, the mortises of the uprights being correspondingly shaped for engagement with the said side members.
3. A tunneling structure composed of uprights suitably separated, each upright having mortises on opposite sides, the said mortises being formed near the outer sides of the uprights, one set of mortises of each upright having laterally extending openings to the inner surface of the uprights, while the lower parts of the mortises are closed on the inner surface near the outer edge of the uprights, the mortises on the opposite sides ofthe uprights being closed on the inner surface of the uprights, but having openings from the upper portion of the mortises, the said openings extending laterally toward the inner side of the uprights, the outer sides of the mortises on the opposite sides of the post having a flat surface and the inner .side of the said mortises having their sides inclined toward the center of the post, and side timbering members Whose sides are tenoned to the inclined surface of the inner side of the enter the inortises of the uprights, the said said niortises, substantially as described. 10 tenons having a straight outer edge adapted In testimon whereof I affix my signature to lie flat against the corresponding fiat surin presence of two Witnesses.
face of the outer side of the niortises, the op- THOMAS H. STANLEY. posite side of the tenon having an inclined Witnesses:
surface toward the body portion of the side A. J. OBRIEN,
member and adapted to fit snugly against n A. EBERT OBRIEN.
US49303409A 1909-04-29 1909-04-29 Concrete timbering for tunnels. Expired - Lifetime US975084A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3435619A (en) * 1967-06-13 1969-04-01 Dravo Corp Wall construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3435619A (en) * 1967-06-13 1969-04-01 Dravo Corp Wall construction

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