US1081864A - Building construction. - Google Patents

Building construction. Download PDF

Info

Publication number
US1081864A
US1081864A US75195613A US1913751956A US1081864A US 1081864 A US1081864 A US 1081864A US 75195613 A US75195613 A US 75195613A US 1913751956 A US1913751956 A US 1913751956A US 1081864 A US1081864 A US 1081864A
Authority
US
United States
Prior art keywords
blocks
recesses
edges
block
edge
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
US75195613A
Inventor
Charles J Perkins
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.)
JAMES F HOLDEN
JOHN T M JOHNSTON
Original Assignee
JAMES F HOLDEN
JOHN T M JOHNSTON
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 JAMES F HOLDEN, JOHN T M JOHNSTON filed Critical JAMES F HOLDEN
Priority to US75195613A priority Critical patent/US1081864A/en
Application granted granted Critical
Publication of US1081864A publication Critical patent/US1081864A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • E04H7/24Constructions, with or without perforated walls, depending on the use of specified materials
    • E04H7/26Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
    • E04H7/28Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials composed of special building elements

Definitions

  • My invention relates to improvements in building blocks and has for its object the production of a structure which will be durable and economical in construction, and which may be readily and expeditiously erected.
  • a further object is the production of a building structure especially adapted for use in the construction of silos.
  • FIG. 1 is a side elevation of a silo embodying my invention
  • Figs. 2 and 3 are enlarged perspective views of one of the blocks employed in the silo shown in Fig. 1
  • Fig. 4 is an enlarged transverse section of a portion of the lateral wall of the silo, the section being taken on line m m of Fig. 5
  • Fig. 5 is a fragmentary section taken on line y-y of Fig. at
  • Fig. 6 is a sectional detail of one of the joints shown in Fig. 4.
  • silo 1 which is of the usual cylindrical form.
  • Said silo is constructed of blocks 2 which are formed of concrete or other suitable plastic material.
  • Each of the blocks 2 is formed with its outer and inner surfaces parallel and with its lateral edges tapering from the center of the block toward the re-- spective ends thereof, the resulting block being of a double-wedge-shaped form.
  • the blocks 2 are arranged edge to edge one above the other in parallel vertical lines, the joints of adja cent lines alternating or being staggered, as shown.
  • the peripheral edges of the lower portion of each of the blocks 2 are formed with outwardly projecting beads 3, and the peripheral edges of the upper end portion of each block are formed with recesses 01' grooves 4 as clearly shown in Figs. 2 and 3.
  • the beads 3 of each block will engage the recesses I of the contiguous edges of adjacent blocks, as clearly shownin Figs. 4, 5 and (S.
  • the heads 3 are of cross-scctional dimensions considerably less than the corresponding di mensions of the recesses -'l and so that when the blocks are arranged in superimposed relation or edge to edge, semi-circular spaces will be formed for the reception of mortar or other plastic material which is used in uniting the blocks.
  • the edge surfaces of each of the blocks 2 bearing the heads 3 are rounded as at 5, as shown in Fig. 6 for en gagement with the correspondiuglv curved.
  • each of the blocks 2 is provided in its outer surface with a central transversely extending groove or channel 8 and at its extremities with grooves or recesses 9.
  • the blocks are arranged as shown annular grooves or channels are formed about the silo construction for the reception of the bands 7.
  • Said grooves or channels are of cross sectional dimensions greater than the corresponding dimensions of said bands for the reception of sealing material 10, preferablv mortar, which is arranged in said grooves or channels over said bands in order to protect the latter against the weather and fire.
  • the sealing material is troweled o'fl flush with the outer surfaces of blocks 2, and so that when the silo is complete, the outer surfaces thereof will be smooth and even.
  • a silo or other similar structure which is constructed as described will be found to be extremely strong and durable.
  • the blocks 2 With their respective ends tapering as described, in placing the blocks in position, during the building operation, the three edges of the end which is inserted into position between the upper ends of blocks next lower will not contact with the corresponding edges of said lower blocks until the former is practically in operative position.
  • This is not the case where the lateral edges of the blocks used in the building are parallel since, where the lateral edges are parallel, the latter will contact with the adjacent edges of the upper ends of the next lower blocks between which it is desired to insert the lower end of the former, immediately upon the lower end of the block being inserted passing below the upper extremities of thc blocks between which the former is being inserted.
  • the present construction is of advantage in that with this arrangement the mortar which has been placed upon the edges which it is desired to unite will not be scraped or disturbed until the block is practically in its operative position. ⁇ Yhere the lateral edges of the blocks are parallel, the mortar which has been arranged upon the edges of the lower end por tion of the block being inserted and upon the corresponding edges of the slot or opening into which said end of said block is to beinserted, is disturbed and scraped from position before the block reaches its operative position. With the present construction an effectual seal is rendered possible, this being not the case where the lateral edges of the blocks employed in the building are parallel since in the latter case it is almost impossible to secure an even distribution of the mortar or sealing material along the edges united. Through the provision of annulargrooves or channels for-the reinforcing bands in which a plastic sealing material may be arranged to cover the bands, corrosion of the latter is absolutely prevented and hence the life of the silo ex tended.
  • circumferential grooves will be formed in the structure registering with the respective ends and intermediate the ends of each block; and reinforcing bands encircling said structure arranged in said grooves, substantially as described.

Description

c. J. PERKINS.
BUILDING CONSTRUCTION.
APPLIOATION FILED MAR. 3,1913.
2 SHBETB-SHEET 1.
Patented Dec. 16, 1913.
C. J. PERKINS.
BUILDING CONSTRUCTION.
APPLICATION FILED MAR. 3, 1913.
1 ,081 ,864, Patented Dec. 16, 1913.
2 SHEETS-SHEET 2.
'onrrnn stares PATENT oiuucn.
CHARLES J. PERKINS, 0F MANITOU, COLORADO, ASSIGNOR 0F ONE-THIRD T0 JOHN T. M. JOHNSTON AND ONE-THIRD T0 JAMEEl F. HOLDEN, BOTH OF KANSAS CITY,
MISSOURI.
BUILDING CONSTRUCTION.
Specification of Letters Patent.
Patented Dec. 1 6,1 913.
Application filed March 3, 1913. Serial No. 751,956.
To lll whom it may concern:
Be it known that I, CHARLES J. lunmxs, a citizen of the United States, and a resident of the city of Manitou, county of El laso, and State of Colorado, have invented certain new and useful Improvements in Building Construction, of which the following is a specification.
My invention relates to improvements in building blocks and has for its object the production of a structure which will be durable and economical in construction, and which may be readily and expeditiously erected.
A further object is the production of a building structure especially adapted for use in the construction of silos.
Other objects will appear hereinafter.
The invention consists in the combinations and arrangements of parts hereinafter described and claimed.
The invention will be best understood by reference to the accompanying drawings forming a part of this specification, and in which,
Figure 1 is a side elevation of a silo embodying my invention, Figs. 2 and 3 are enlarged perspective views of one of the blocks employed in the silo shown in Fig. 1, Fig. 4 is an enlarged transverse section of a portion of the lateral wall of the silo, the section being taken on line m m of Fig. 5, Fig. 5 is a fragmentary section taken on line y-y of Fig. at, and Fig. 6 is a sectional detail of one of the joints shown in Fig. 4.
The preferred form of construction as illustrated in the drawings is embodied in a silo 1 which is of the usual cylindrical form. Said silo is constructed of blocks 2 which are formed of concrete or other suitable plastic material. Each of the blocks 2 is formed with its outer and inner surfaces parallel and with its lateral edges tapering from the center of the block toward the re-- spective ends thereof, the resulting block being of a double-wedge-shaped form.
In constructing the silo the blocks 2 are arranged edge to edge one above the other in parallel vertical lines, the joints of adja cent lines alternating or being staggered, as shown. The peripheral edges of the lower portion of each of the blocks 2 are formed with outwardly projecting beads 3, and the peripheral edges of the upper end portion of each block are formed with recesses 01' grooves 4 as clearly shown in Figs. 2 and 3. When the blocks are arranged in operative position to form a structure, the beads 3 of each block will engage the recesses I of the contiguous edges of adjacent blocks, as clearly shownin Figs. 4, 5 and (S. The heads 3, however, are of cross-scctional dimensions considerably less than the corresponding di mensions of the recesses -'l and so that when the blocks are arranged in superimposed relation or edge to edge, semi-circular spaces will be formed for the reception of mortar or other plastic material which is used in uniting the blocks. The edge surfaces of each of the blocks 2 bearing the heads 3 are rounded as at 5, as shown in Fig. 6 for en gagement with the correspondiuglv curved.
surfaces 6 formed at the edge surfaces of each block bearing the recesses t. iVith this arrangen'icnt angular adjustment of adiacent blocks in order to adapt the same for use in the formation of silos of different diameters is made possible.
The structure which is formed by the blocks 2, when a silo is constructed, is reinforced by encircling metallic hands 7 which are. spaced vertically about the silo structure as shown in Fig. 1. In order to receive the reinforcing bands 7 each of the blocks 2 is provided in its outer surface with a central transversely extending groove or channel 8 and at its extremities with grooves or recesses 9. lVhen the blocks are arranged as shown annular grooves or channels are formed about the silo construction for the reception of the bands 7. Said grooves or channels are of cross sectional dimensions greater than the corresponding dimensions of said bands for the reception of sealing material 10, preferablv mortar, which is arranged in said grooves or channels over said bands in order to protect the latter against the weather and fire. The sealing material is troweled o'fl flush with the outer surfaces of blocks 2, and so that when the silo is complete, the outer surfaces thereof will be smooth and even.
A silo or other similar structure which is constructed as described will be found to be extremely strong and durable. By forming the blocks 2 with their respective ends tapering as described, in placing the blocks in position, during the building operation, the three edges of the end which is inserted into position between the upper ends of blocks next lower will not contact with the corresponding edges of said lower blocks until the former is practically in operative position. This, as will be understood is not the case where the lateral edges of the blocks used in the building are parallel since, where the lateral edges are parallel, the latter will contact with the adjacent edges of the upper ends of the next lower blocks between which it is desired to insert the lower end of the former, immediately upon the lower end of the block being inserted passing below the upper extremities of thc blocks between which the former is being inserted. The present construction is of advantage in that with this arrangement the mortar which has been placed upon the edges which it is desired to unite will not be scraped or disturbed until the block is practically in its operative position. \Yhere the lateral edges of the blocks are parallel, the mortar which has been arranged upon the edges of the lower end por tion of the block being inserted and upon the corresponding edges of the slot or opening into which said end of said block is to beinserted, is disturbed and scraped from position before the block reaches its operative position. With the present construction an effectual seal is rendered possible, this being not the case where the lateral edges of the blocks employed in the building are parallel since in the latter case it is almost impossible to secure an even distribution of the mortar or sealing material along the edges united. Through the provision of annulargrooves or channels for-the reinforcing bands in which a plastic sealing material may be arranged to cover the bands, corrosion of the latter is absolutely prevented and hence the life of the silo ex tended.
\Vhile I have illustrated and described the preferred form of construction for carrying my invention into effect, this is capable of variation andmodification without departing from the spirit of the invention.
therefore, do not wish to be limited to the precise details of construction set forth, but desire to avail myself of such variations and modifications as come within the scope of the appended claims.
Having described my invention what I claim as new and desire to secure by Letters Patent is:
1. A structure formed of -superimposed blocks arranged edge to edge, each of said blocks being of elongated form with the lateral edges of the respective ends thereof tapering from the center of the block toward the extremities thereof; beads provided at the peripheral edges at one end of the block; and recesses provided at the peripheral edges of the other end of said block, the beads of each block engaging the recesses of menace the contiguous edges of adjacent blocks, stantially as described.
2. A structure formed of superimposed blocks arranged edge to edge, each of said blocks being of elongated form with the lateral edges of the respective ends thereof tapering from the center of the block toward the extremities thereof; beads provided at the peripheral edges at one end of the block; and recesses provided at the peripheral edges of the other end of said block, the'beads of each block engaging the recesses of the contiguous edges of adjacent blocks, said beads being of cross-sectional dimensions considerably less than the corresponding dimensions of said recesses, substantially as described.
3. A structure formed of superimposed blocks arranged edge to edge, the joints of adjacent lines of blocks being staggered, the outer surface of each of said blocks being provided with recesses at the respective ends and intermediate the ends thereof, the recesses intermediate the ends of each block registering with the recesses at the contiguous ends of adjacent blocks whereby,
when said blocks are 1n operative position, circumferential grooves will be formed in the structure registering with the respective ends and intermediate the ends of each block; and reinforcing bands encircling said structure arranged in said grooves, substantially as described.
4. A structure formed of superimposed blocks arranged edge to edge, each of said blocks being formed with its opposite ends tapering, the joints of adjacent lines of said blocks being staggered, the outer surface of each of said blocks being provided with recesses at the respective ends and intermediate the ends thereof, the recesses intermediate the ends of each of said blocks registering with the recesses at the contiguous ends of adjacent blocks whereby, when said blocks are in operative position, circumferential grooves will be formed in the structure registering with the respective ends and intermediate the ends of each block; reinforcing bands encircling said structure arranged in said grooves, said recesses being deeper than the thickness of said bands; and sealin material arranged in said recesses over sai bands to completely inclose the latter, substantially as described.
5. A structure formed of superim osed blocks arranged edge to edge, each 0 said blocks being formed with its opposite ends tapering; t e edges at one end of each pf said blocks being formed with outwardly projecting beads, of said blocks being formed with recesses, the beads of one block engaging the recesses of the contiguous edges of adjacent blocks, said beads being of cross-sectional dimensions considerably less than the ing dimensions of said recesses, the contactsubthe edges at the other end corresponding portions of the contiguous edge surfaces of said blocks being corres ondingly rounded to permit of angular a justment of said blocks, substantially as described.
6. A structure formed of superimposed blocks arranged edge to edge, each of said blocks being formed with its opposite ends tapering, the edges at one end of each of said blocks being formed with outwardly projecting beads, the edges at the other end of each of said blocks being formed with my cesses, the beads of one block engaging the recesses of the contiguous edges of adjacent blocks, said beads being of cross-sectional dimensions considerably less than the dimensions of said recesses, the contacting portions of the contiguous edge surfaces of said blocks being correspondingly rounded, one
- being concave and the other convex, in order to permit of angular adjustment of said blocks, substantially as described,
In testimony whereof I have signed my name to this specification in the presence of two subscribing witnesses.
CHAS. J. PERKINS.
Witnesses: I
JOSHUA R. H. Po'r'rs, HELEN F. LILLIB.
US75195613A 1913-03-03 1913-03-03 Building construction. Expired - Lifetime US1081864A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US75195613A US1081864A (en) 1913-03-03 1913-03-03 Building construction.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US75195613A US1081864A (en) 1913-03-03 1913-03-03 Building construction.

Publications (1)

Publication Number Publication Date
US1081864A true US1081864A (en) 1913-12-16

Family

ID=3150097

Family Applications (1)

Application Number Title Priority Date Filing Date
US75195613A Expired - Lifetime US1081864A (en) 1913-03-03 1913-03-03 Building construction.

Country Status (1)

Country Link
US (1) US1081864A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4207716A (en) * 1977-09-14 1980-06-17 A/S Dansk Spaendbeton Receptacle having a circumferentially pre-stressed peripheral wall composed of concrete slabs

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4207716A (en) * 1977-09-14 1980-06-17 A/S Dansk Spaendbeton Receptacle having a circumferentially pre-stressed peripheral wall composed of concrete slabs

Similar Documents

Publication Publication Date Title
US1258839A (en) Conduit-manhole or the like.
US1081864A (en) Building construction.
US1122866A (en) Expansion and contraction joint.
US1197140A (en) Section or block for sewer or conduit construction.
US1152236A (en) Roof-valley.
US1332409A (en) Key-interlocking hollow-tile construction of silos
US833455A (en) Brick.
US1639999A (en) Sewer pipe
US666347A (en) Artificial-stone tank.
US459227A (en) Hydraulic pipe
US1081863A (en) Door for silos.
US883492A (en) Portable burial-vault.
US1252012A (en) Sectional-block tile.
US1246872A (en) Circular building construction.
US1109348A (en) Silo.
US912428A (en) Block for sewer construction.
US1047983A (en) Sectional sewer-pipe.
US1180058A (en) Silo-block.
US1219080A (en) Mold.
US1349552A (en) Segment-block
US950149A (en) Concrete sewer.
US269085A (en) John k
US1100555A (en) Fireproof door.
US989467A (en) Interlocking brick.
US484999A (en) And nathaniel m