US1061918A - Wall construction. - Google Patents

Wall construction. Download PDF

Info

Publication number
US1061918A
US1061918A US69356512A US1912693565A US1061918A US 1061918 A US1061918 A US 1061918A US 69356512 A US69356512 A US 69356512A US 1912693565 A US1912693565 A US 1912693565A US 1061918 A US1061918 A US 1061918A
Authority
US
United States
Prior art keywords
studding
wall
window
openings
door
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
US69356512A
Inventor
Adolph F Meyer
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 US69356512A priority Critical patent/US1061918A/en
Application granted granted Critical
Publication of US1061918A publication Critical patent/US1061918A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal

Definitions

  • This invention relates to a construction of walls for building's. and particularly to walls using c n rete or other cast material, and also to the method employed in constructing the wall.
  • the object in view is the provision of an, improved wall construction designed to eliminate .all planes of weakness and permeability resulting from the deposition of concrete in successive horizontal layers and to make possible and practicable the production of a pleasing and durable surface finish by means of brushing and washing the par-- tially hardened concrete.
  • further object of the invention is to provide an improved wall constructhm which embodies the assembling of a suitable framework disclosing window openings and the ordinary panels for the walls.
  • the ordinary panels for the walls being filled with concrete or other cast material.
  • each panel being cast as an integral block. whereby all lines of division are eliminated and the resulting: wall presents east portions integral throughout.
  • a still further object of the invention is the en'ilmdimcnt of an improved method of tt llStl'tlt'ftltHl which includes first. the forming of a framework employing studdiue', joists. headers and other framing timbers, all designed to eliminate fitting. plumbing, alining; aiaLshoring of forms: to eliminate the use of eid forms: and to make possible the use. and re-nse of forms of unit size in the construction of widely dissimilar sized portions of wall: and.
  • the respective forms in each instance completely closing each side of the respective panels so that the. resulting product will be an integral block [cast to fit, and entirely fill, the space hetween any particular framing timbers. thus producing a. wall nnpervlo ns to .wlnd and water.
  • a wall structure which ciiibotlies the use of a framework, part or ah of which is left in place and which acts in various capacities, namely, as the ordinary stndding ot' the building for supporting the floors. which serve as seatfolding during deposition, and also as the supports or bracing memhersfor holding forms in place which are used in casting blocks between the respective studding.
  • the ordinaryseatl'olding and bracing or shoring used in casting concrete walls are eliminated, and also by dividing the cast mass into panels or blocks the same may be cast .50
  • Figure 1 is a fragmentary perspective view ofipart of the walls of a building;
  • Fig. 2 is a section through Fig. 1 approximately on the line
  • Fig. 3 is a section through Fig. 1 approximately on the line 3-3;
  • ' 4 is a section throng'hFig. l on the line 4-4.
  • FIG. 5 is-a hori zontal fragmentary section showin a corner of the completed wall and part ofthe -Win- (l0 ⁇ ';
  • Fig. 6 is a fragmentary sectional View through Fig. ,3 approximately on the line 6G;
  • Fig. 7 is a fragmentary sectional view adjacent one of the joists for showing one method of supporting the joist;
  • Fig. 8 is a fragmentary front .view showing a window construction and a cast beam arranged over the Window acting as. a lintel;
  • Fig. 9 is a fragmentary sectional ,view approximately on tho line 99 of Fig. 10;
  • Fig. 10 is a fragmentary longitudinal section through the lintel beam, the same being taken ap-' proximately on the line 10-40 of Fig. 9;
  • an desiredwall structure maybe formed e1ther"f0r a dwelling house, outhouses on a farm, storage houses, or walls walls a foundation 1 is built in any desired way.
  • foundation are placed the first floor joists30, which are secured to a longitudinal beam. or header 32 by suitable securing means,- as for instance nails 33.
  • a plurality of studding 2iof any desired dimensionsanduprovided with notches 31;.to fit over header 32, are :nextarranged. any suitable or desired. distance apart around the building and secured to header 32.
  • the st-udding 2 are notched at 34 for receiving a longitudinally arranged beam or header 35 and are also notched at 27 for receiving a ribbon 28.
  • the joists 3 are arranged to rest on a a longitudinally positioned member resting .onla notch 21 in the studding 2.
  • longitudinally arranged members 22 and 23 are provided which arenotched into the-studding 2 and which are.
  • these-nails are not" drWenrntn-ely to their heads but are pet.-
  • Anchor members in the form of bent nails 26. driven through the studding, are also employed. as shown in Fig. 5.
  • the forms 8 and 9 are placed in position. It will be evident. that any desired number of the forms 8 and 9 could be used according. to the speed with which it is desired to construct the wall. In constrmzting the forms 3 and the same are made preferably of such a size as to extend from a short distance above to 'ashort. distance below the panel openings between the studding 2 so that. the cast material, as for instance concrete, ma be poured in from the top until the entire panel opening is tilled whereby a single integral block will be provided "tor earh mnel opening.
  • the concrete beam or lintel 1'1 may be M e support the load or weight cu ried to it the floor joists 3 and the an wall above it, it is reinf or-tension side by suitable reinforcing mom-- here 12, one or more of which preferably extend entirely around the building or throughout the wall so asto tie together the entire w'all SlLIl-ltltlllQ.
  • suitable reinforcing mom-- here 12 one or more of which preferably extend entirely around the building or throughout the wall so asto tie together the entire w'all SlLIl-ltltlllQ.
  • F 8 to. 12 inclusive in which the manner of sup porting lintel beams 11, at the ends, is shown on a larger scale andin which a slightly The 'tion depending somewhat upon the width. of door 'or window opening over which the lintel is to be used.
  • lintels over the on dinary sized 'doonor window openings the form shown. in Figs. 9 and 1 0 is preferably used.
  • the l-intel derives its. end. support from the header 5 being mortised into studcling 2, from the project- ,ing portions 18JeXtending through suitable apertures in the studding 2 and from the reinforcing members 19.
  • There being one member 19 for each projecting portion 18 consequently member 19 is covered and protected.
  • the forni shown in Figs 3,11 and 12 is preferably used.
  • the'beam 11' derives its end support from the header 5 mortised into the studding 2, from the extensions 13 and let projecting through a suitable slot 15 in the studding 2, from a reaction plate 16, preferably of metal, extending into the panels or blocks on each side of the opening, and from the reinforcing members 17.
  • a reaction plate 16 preferably of metal, extending into the panels or blocks on each side of the opening, and from the reinforcing members 17.
  • Above the headers and door and window framing metal tlashings are embedded in' the concrete and extend beyond the outer face of the said concrete over the headers and framing as shown in Fig.4.
  • the nailing strips 36 (Figs. 3 and 4) are positioned in the various spaces between the studdings as ghereinattcr more fully described, so that lurring members 37 may be secured in place, to which paper 39 can be secured.
  • the furring members 37 are adapted to receive laths and plaster or wall boards $0 of any desired construction, these rds takmg the place of plaster, as 1s wel known in l the art.
  • the interior sur modified placing of. the reinforcing members Y 12 is also shown, these details of construcin s. t var sizes and preferably they are arrang in danderrent sizes for any particular all.
  • the larger size extending from floor to floor, and the smaller sizes being adapted to be used above and below window openings, door openings, and the like.
  • the same are provided with a plurality of tertically arranged members or posts 41 and P2, to which are rigidly secured strips or boards 43 and 44.
  • ledger-boards 45 Across pt s are arranged at suitable distances apart, plurality of pairs of horizontal bars )1 ledger-boards 45, these ledger-boards icing suitably spaced apart and designed to c clamping bolts 46 which clamp the 1' or molds to the respective studdings 1 'l'hesc forms orinolds must 'be made of such a size as to overlap any of the openii'igs between studdings so as to provide an int-sec] chamber when taken with any two of the respective studdings so that t'he'concre e may be poured or inserted in place and have supports on all sides.
  • a wall construction comprising a framework including studding and door and window framing, the studding at the sides provided with comparatively large openings above the framing, integrally cast blocks between the studd'ing at the sides of the training, an integrally cast beam between terial forming the blocksand beam filling the openings of the studdi-ng and having embedded "therein reinforcing members which are also embedded in the. beam and blocks. and members of a length greater than the thickness of the studding, resting on the bottoms of the openings of the studding and embedded in the blocks and beam;
  • a wall construction ctnnprising a framework including studding and door and window framing, the studding on each side of each dooror window fran'iing being formed with openings above said framing, integrally east blocks arranged in the spaces door or window framing an integrally cast lieam arranged. above said framing and t'mfmcd with ')rojecting end portions extending through said openings, and reinforcing rods embedded in the said beams andextending through the said openings, the end portions of the said beams and the reinforcing rods engaging and supported by the blocks in the spaces be ween the studding at eaolf'side of the door .nwindow framin 4.
  • a .wall construction comprising a framework including studding and door and l window framing, the studding on each side of the door or window franiiug being pro vided w training, integrally cast blocks in the spaces between stmlding at opposite sides of the training.
  • an integrally east beam arranged above the door and window framing and formed with projecting end portions extending through the openings of the studthe-studding above the training, the mafl' of each door and window framing being between the studding at opposite sides of the,

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Description

Q ATTURNEYS A. F. MEYER.
WALL CONSTRUCTION. 7 APPLICATION FILED ;APR.27, 1912v 1,961,918. Pa entedMay13,1913.
4 SHEETS-SHEET l A, P. MEYER.
WALL oomsmncnon.
APPLIOATION TILED APEJZ'I, 1912. 1,061,918. Patented May 13, 1913 4 SHEETSSHEBT 2.
A. P; MEYER. WALL CONSTRUCTION.
APPLICATION FILED APR.27, 1912.
Patented May 13, 1913.
4 SHEETS-SHEET 3.
@ y By ATTORIVEYS A. F. MEYER.
WALL GONVSTRUGTION. APPLICATION FILED APR. 27, 1912.
Patented May 13, 3913 4 SHEETS-SHEET 4 "WEI/I03 ATTORNEYS BY I ADOLPH r. MEYER, or s r. PAUL, MINNESOTA.
WALL CONSTRUCTION.
i .(Ptit ,9 i 8.
Specification of Letters Patent. 1 Patented Elay 13, 1913..
. Application filed April 27, 1912. Serial No. 693,565.
To a vr/wm H m/l l concern:
lie it him)! that l, A rmen l ...\li-1vi-;n. a citizen of the United States. and a resident of St. Paul. in the county of Ramsey and State of filinnesota, have invented a new and improved ll'all Constrin-tion. of which the following is a full, clear. and exact de cription.
This invention relates to a construction of walls for building's. and particularly to walls using c n rete or other cast material, and also to the method employed in constructing the wall. tithe object in view is the provision of an, improved wall construction designed to eliminate .all planes of weakness and permeability resulting from the deposition of concrete in successive horizontal layers and to make possible and practicable the production of a pleasing and durable surface finish by means of brushing and washing the par-- tially hardened concrete.
.3. further object of the invention is to provide an improved wall constructhm which embodies the assembling of a suitable framework disclosing window openings and the ordinary panels for the walls. the ordinary panels for the walls being filled with concrete or other cast material. each panel being cast as an integral block. whereby all lines of division are eliminated and the resulting: wall presents east portions integral throughout.
A still further object of the invention is the en'ilmdimcnt of an improved method of tt llStl'tlt'ftltHl which includes first. the forming of a framework employing studdiue', joists. headers and other framing timbers, all designed to eliminate fitting. plumbing, alining; aiaLshoring of forms: to eliminate the use of eid forms: and to make possible the use. and re-nse of forms of unit size in the construction of widely dissimilar sized portions of wall: and. second, the placing: of fat-e formsmr molds over the various panels or optmings in this fra'meworlo and .then pouring or casting concrete or other material in the panels or openings not designed for windows, doors. or the like. the respective forms in each instance completely closing each side of the respective panels so that the. resulting product will be an integral block [cast to fit, and entirely fill, the space hetween any particular framing timbers. thus producing a. wall nnpervlo ns to .wlnd and water.
In carrying out the various objects of the lllYelltltm, a wall structure is provided which ciiibotlies the use of a framework, part or ah of which is left in place and which acts in various capacities, namely, as the ordinary stndding ot' the building for supporting the floors. which serve as seatfolding during deposition, and also as the supports or bracing memhersfor holding forms in place which are used in casting blocks between the respective studding. In this manner the ordinaryseatl'olding and bracing or shoring used in casting concrete walls are eliminated, and also by dividing the cast mass into panels or blocks the same may be cast .50
as to till the particularopening in which in addition to tillmg the l'mt't'ltjtllttl' openings in which the rcspertive blocks are positioned, the conthev are positioned.
struction admits of the brushing or washing of the east block while the same isstill green, or partially hardened, in order to eliminate any of the marks of the mold or I I form. and to expose the aggregate, giving a. pleasing surface finish free from (llSCOlUT- ation. and also obviates the necessity for bush hammering, sand blasting, or applying stucco.
A practical embodiment of the invention is representtal in the accompanying d'awinns forming a part of this specification. in which. similar characters ofreference indicate correspmuline" parts in all the views.
Figure 1 is a fragmentary perspective view ofipart of the walls of a building; Fig. 2 is a section through Fig. 1 approximately on the line Fig. 3 is a section through Fig. 1 approximately on the line 3-3; Fig.
' 4 is a section throng'hFig. l on the line 4-4.
the same being shown with the window and finishing parts in position; Fig. 5 is-a hori zontal fragmentary section showin a corner of the completed wall and part ofthe -Win- (l0\'; Fig. 6 is a fragmentary sectional View through Fig. ,3 approximately on the line 6G; Fig. 7 is a fragmentary sectional view adjacent one of the joists for showing one method of supporting the joist; Fig. 8 is a fragmentary front .view showing a window construction and a cast beam arranged over the Window acting as. a lintel; Fig. 9 is a fragmentary sectional ,view approximately on tho line 99 of Fig. 10; Fig. 10 is a fragmentary longitudinal section through the lintel beam, the same being taken ap-' proximately on the line 10-40 of Fig. 9;
Fig. 11. approximately on the line 1212.
invention, an desiredwall structure maybe formed e1ther"f0r a dwelling house, outhouses on a farm, storage houses, or walls walls a foundation 1 is built in any desired way. On this. foundation are placed the first floor joists30, which are secured to a longitudinal beam. or header 32 by suitable securing means,- as for instance nails 33. A plurality of studding 2iof any desired dimensionsanduprovided with notches 31;.to fit over header 32, are :nextarranged. any suitable or desired. distance apart around the building and secured to header 32. The st-udding 2 are notched at 34 for receiving a longitudinally arranged beam or header 35 and are also notched at 27 for receiving a ribbon 28. The studding 2 and the joists or ceiling beams 3 upon which is placed the flooring 4: are both secured to header 35 and turibhon' 2S. Iii-this connection attention is, called to Fig. 7 showing a slightly modified construction for connectap .ing joists to studding. Referring more particularly to this figure it will be observed that the joists 3 are arranged to rest on a a longitudinally positioned member resting .onla notch 21 in the studding 2. In addition,longitudinally arranged members 22 and 23 are provided which arenotched into the-studding 2 and which are. icurcd to the joists 3byfastcning llltEtUlS SllCl'l as nails :24. and '25... Preferably these-nails are not" drWenrntn-ely to their heads but are pet.-
mitted to project outwarda short distance and thus engage the crmcrete and act as an anchor.. Anchor members in the form of bent nails 26. driven through the studding, are also employed. as shown in Fig. 5.
Betweeneach pair of studrling 2 forming a door or window opening is secured a header 5. After the framework has been thus constructed the forms 8 and 9 are placed in position. It will be evident. thatany desired number of the forms 8 and 9 could be used according. to the speed with which it is desired to construct the wall. In constrmzting the forms 3 and the same are made preferably of such a size as to extend from a short distance above to 'ashort. distance below the panel openings between the studding 2 so that. the cast material, as for instance concrete, ma be poured in from the top until the entire panel opening is tilled whereby a single integral block will be provided "tor earh mnel opening. hen casting the block 10 beneath the header 7 5 concrete is .placed in position before the In constructing a device embodying the used forany purpose. In constructing the smaller forms are used and the header is put in place. After the concrete has been placed in position theheaden 7 is putin place on top of the softconcrete and forced down to its correct position. After this has been done and the concrete 10 has hardened, the intermediate posts 6, in. the case of double or triple windows ed and secured to headers 55 d 7. beam 11 is then cast, the material being poured in from above. In order that the concrete beam or lintel 1'1 may be M e support the load or weight cu ried to it the floor joists 3 and the an wall above it, it is reinf or-tension side by suitable reinforcing mom-- here 12, one or more of which preferably extend entirely around the building or throughout the wall so asto tie together the entire w'all SlLIl-ltltlllQ. In connection with beam l attention is called to F 8 to. 12 inclusive, in which the manner of sup porting lintel beams 11, at the ends, is shown on a larger scale andin which a slightly The 'tion depending somewhat upon the width. of door 'or window opening over which the lintel is to be used. For lintels over the on dinary sized 'doonor window openings the form shown. in Figs. 9 and 1 0 is preferably used. In this construction the l-intel derives its. end. support from the header 5 being mortised into studcling 2, from the project- ,ing portions 18JeXtending through suitable apertures in the studding 2 and from the reinforcing members 19. There being one member 19 for each projecting portion 18 consequently member 19 is covered and protected. For lintels over very wide door E501. win dow openings the forni shown in Figs 3,11 and 12 is preferably used. In this construction the'beam 11' derives its end support from the header 5 mortised into the studding 2, from the extensions 13 and let projecting through a suitable slot 15 in the studding 2, from a reaction plate 16, preferably of metal, extending into the panels or blocks on each side of the opening, and from the reinforcing members 17. Above the headers and door and window framing metal tlashings are embedded in' the concrete and extend beyond the outer face of the said concrete over the headers and framing as shown in Fig.4. I
1n casting the various walls, the nailing strips 36 (Figs. 3 and 4) are positioned in the various spaces between the studdings as ghereinattcr more fully described, so that lurring members 37 may be secured in place, to which paper 39 can be secured. Also the furring members 37 are adapted to receive laths and plaster or wall boards $0 of any desired construction, these rds takmg the place of plaster, as 1s wel known in l the art. In this manner the interior sur modified placing of. the reinforcing members Y 12 is also shown, these details of construcin s. t var sizes and preferably they are arrang in diilerent sizes for any particular all. the larger sizeextending from floor to floor, and the smaller sizes being adapted to be used above and below window openings, door openings, and the like. In the molds shown the same are provided with a plurality of tertically arranged members or posts 41 and P2, to which are rigidly secured strips or boards 43 and 44. Across pt s are arranged at suitable distances apart, plurality of pairs of horizontal bars )1 ledger-boards 45, these ledger-boards icing suitably spaced apart and designed to c clamping bolts 46 which clamp the 1' or molds to the respective studdings 1 'l'hesc forms orinolds must 'be made of such a size as to overlap any of the openii'igs between studdings so as to provide an int-sec] chamber when taken with any two of the respective studdings so that t'he'concre e may be poured or inserted in place and have supports on all sides. A plurality of horimvntally and vertically arranged tr'nnning members Q? are rigidly Secured g to the iinerior of the mold or form 8 so as cause horizontally and vertically ared grooves in the wall when completed. lo the interiorly arranged mold or form 9 strips 36 are positioned and are' held :e by a few nails or screws which are d to be. removed before the mold is 1 aha removed so that the strips 36-w1ll remain in the wall. In order to properly anchor the strips 36 the same are provided with anchoring arms, as for instance nails 48.
A specific construction has been described, and a particular wall shown in the drawin in order to disclose the invention, but it will be evident that various other shapes of walls could be constructed without departing from the spirit of the invention. ,It will e evident that the constructing of'a frame- "A'Ol'it' and then having one or more pair of" molds or forms for inelosing any particular pair oi s uddings could be provided and us d witl'iout in any way departing tl'om the spirit of the invent oi. I we l according to the present invention the his concrete or rast parts thereof are st. integral so joints and connecting arts are eliminated and a block or beam cast across a space above or below a door or window opening may be termed integral.
with adjacent cast blocks. Alsofturther. bi'orniing awall according to the present intention certain members ot the framework as tor example the studding may be for Also by forming a temporary or construction purposes, only, remo 'able and to be removed after certain portions of the wall have been cast.
Having thus described my invention, 1 claim as new and desire to secure by Letters Patent l. i\ 'all constructitm," comprising a framework including studding and door and window training the studding at the sides of each door and window framing being provided with c aiparatively large openings above the training integrally castblocks between the studding on opposite sides of the framing, and'an integrally cast beam betweenthe studding above the door and window framing, the material forming the blocks and beam filling the openings in the studding and having embedded therein reinforcing members which are also embedded in the blocks and beam.
2. A wall construction. comprising a framework including studding and door and window framing, the studding at the sides provided with comparatively large openings above the framing, integrally cast blocks between the studd'ing at the sides of the training, an integrally cast beam between terial forming the blocksand beam filling the openings of the studdi-ng and having embedded "therein reinforcing members which are also embedded in the. beam and blocks. and members of a length greater than the thickness of the studding, resting on the bottoms of the openings of the studding and embedded in the blocks and beam;
A wall construction. ctnnprising a framework including studding and door and window framing, the studding on each side of each dooror window fran'iing being formed with openings above said framing, integrally east blocks arranged in the spaces door or window framing an integrally cast lieam arranged. above said framing and t'mfmcd with ')rojecting end portions extending through said openings, and reinforcing rods embedded in the said beams andextending through the said openings, the end portions of the said beams and the reinforcing rods engaging and supported by the blocks in the spaces be ween the studding at eaolf'side of the door .nwindow framin 4. A .wall construction, comprising a framework including studding and door and l window framing, the studding on each side of the door or window franiiug being pro vided w training, integrally cast blocks in the spaces between stmlding at opposite sides of the training. an integrally east beam arranged above the door and window framing and formed with projecting end portions extending through the openings of the studthe-studding above the training, the mafl' of each door and window framing being between the studding at opposite sides of the,
dini and engaging and supported bythe' In festiinony whereof-[1.1133 1% signed my bloc -s between the studding, metal plates 1n name to this-specificgtjon in the presence'of 10 the bottoms of the said openingsend-of a. two su bscyibing w itn'e'a sea. .7
l'eu th greater than the thickness of the V I 5 stuading, said plates being embedded in said ADOLPH E blocks and beam', and reinforcing rods' ass- Witnesses: ing through the openings in the stu ding P. A. Enclsox,
and embedded in the said beams and blockel ERNEST Bxscmm.
US69356512A 1912-04-27 1912-04-27 Wall construction. Expired - Lifetime US1061918A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US69356512A US1061918A (en) 1912-04-27 1912-04-27 Wall construction.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US69356512A US1061918A (en) 1912-04-27 1912-04-27 Wall construction.

Publications (1)

Publication Number Publication Date
US1061918A true US1061918A (en) 1913-05-13

Family

ID=3130164

Family Applications (1)

Application Number Title Priority Date Filing Date
US69356512A Expired - Lifetime US1061918A (en) 1912-04-27 1912-04-27 Wall construction.

Country Status (1)

Country Link
US (1) US1061918A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2557631A (en) * 1948-06-12 1951-06-19 Patrick J Callan Collapsible form for forming window or door openings in concrete walls
US20170362821A1 (en) * 2014-12-15 2017-12-21 Universiti Putra Malaysia Wall panel damping device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2557631A (en) * 1948-06-12 1951-06-19 Patrick J Callan Collapsible form for forming window or door openings in concrete walls
US20170362821A1 (en) * 2014-12-15 2017-12-21 Universiti Putra Malaysia Wall panel damping device
US9970191B2 (en) * 2014-12-15 2018-05-15 Universiti Putra Malaysia Wall panel damping device

Similar Documents

Publication Publication Date Title
US6880304B1 (en) Structural thermal framing and panel system for assembling finished or unfinished walls with multiple panel combinations for poured and nonpoured walls
RU2136821C1 (en) Wall structure of expanded material and concrete, method and device for its manufacture
US5845445A (en) Insulated concrete form
US4727701A (en) Building panel
US2316819A (en) Wall structure
US8099918B2 (en) Special and improved configurations for unitized post tension block systems for masonry structures
US4924641A (en) Polymer building wall form construction
US9097009B2 (en) Stronger wall system
US20090107065A1 (en) Building construction for forming columns and beams within a wall mold
US9399867B2 (en) Concrete panel corner connection
CA2324132C (en) Interlocking concrete block
US2043697A (en) Building structure
US20100058700A1 (en) Building construction using structural insulating core
US6314696B2 (en) Reinforced concrete walls having exposed attachment studs
EP1945879A2 (en) Bolt-a-blok - a system for unitized, post-tensioned masonry structures
US3728838A (en) Method for making cast-in-place concrete structures
US20150204067A1 (en) Building system and method
USRE21905E (en) Building construction
RU2561135C2 (en) Retained formwork package, method of its assembly and method of construction of monolithic walls of building and structure in retained formwork of modular elements
US2372042A (en) Concrete construction
US20090133343A1 (en) Formed-In-Place Wall Structure and Associated Methods
US2280832A (en) Building
US2139907A (en) Building construction
US1985328A (en) Building unit and structure
US3955332A (en) Method of building a structure from bricks and mortar