[go: up one dir, main page]

US1781063A - Adjustable shore - Google Patents

Adjustable shore Download PDF

Info

Publication number
US1781063A
US1781063A US231295A US23129527A US1781063A US 1781063 A US1781063 A US 1781063A US 231295 A US231295 A US 231295A US 23129527 A US23129527 A US 23129527A US 1781063 A US1781063 A US 1781063A
Authority
US
United States
Prior art keywords
plate
section
shore
shores
adjustable
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
US231295A
Inventor
Hans P Jessen
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 US231295A priority Critical patent/US1781063A/en
Application granted granted Critical
Publication of US1781063A publication Critical patent/US1781063A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/50Component parts or details of props
    • E21D15/54Details of the ends of props
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G25/06Shores or struts; Chocks telescopic with parts held together by positive means
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G25/06Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/061Shores or struts; Chocks telescopic with parts held together by positive means by pins

Definitions

  • Each footand has particular reference to a means for plate is preferably formed by bending upsupporting forms used .in casting concrete wardly the corners 13 of a rectangular blank floors during the construction of buildings. of sheet iron 14:- v
  • An object of the invention is to provide a plate is provided witha plurality, of holes 15 55 means for supporting the forms which is not forthe reception of nails for purposes later only adjustable in altitude but is also adj ust described.
  • the upturned ears 13 of each'footable transversely and longitudinally. plate are provided with horizontal bolt holes
  • a further object of-the invention is to econ- 16 for the reception therethrough of a bolt17.
  • the function ofthe bolt 17 is to provide a supporting Wang 7 means for securing to the foot-plate, the low-
  • a still further object of the invention iscto ermost tubular section 18 of the shore which provide devices which may be taken apart for is provided with apertures near its base for storing or nesting in compact form for transthe reception of the bolt 17.
  • a second tubular section 9 Aparticular. object ofthe invention is to which is adapted to telescope into and have provide a means whereby brace-strips may be SlldlIIg movements Within the lowermost or attached to the shores for lateral horizontal l rger u l r 8 60101118.
  • the section 18 is bracing and spacing and such further objects prov1ded with a plurality of aperturesZO for 20 and advantages as appear from the following the select ve rec ptio t erethro gh fo detailed description in which: 21.
  • Fig. 1 is a perspective view of a portion of obvious that the bolt21, being passed through a concrete form supported by a plurality of selected apertures 20 of the section 18,;Will
  • Fig. 2 is a perspective view of the adjustfi h nd tubular section may be deter- 7.
  • Fig. 3 is a perspective view of a removable the section 19 will rest upon said bolt and j i t Supporting b prevent downward travelof the section 19.
  • FIG. 5 is a perspective 'it l B OP ay: be i pr vided. each $9 view of an adjustable slip-ring or strip-suptelescoping one wlth n the other, butfor conting device.
  • re t g a PPP a ap to be i any suitable number of planks 10 may be used.
  • .mamtalned 1% a vel'filctfl PQ Q y means Referring particularly to Fig. 2, the new h r p of t' y l S 23 device consistsof wedge shaped blocks formed Withm the tubular s q sald'stim 23 45 preferably of Wood having bevelled faces such belng free have Shdlng movements.
  • W t 3 as is shown at 11.
  • the function of the w d the tubular section 19. 24 indicates .re-enshaped members 11 is to secure fine adjustforcing webs adapted to-provide support for inents aftermaking approximate adjustments the head-plate 22.
  • the headof the shores by means later described.
  • plate 22, web 21 and stem23 are formed inte- Eachrshore is provided with a foot-plate12 gral of cast steel or other suitable material.
  • a joist supporting member 25,.which is provided with a shaft 26, and a prong 27, may beselectiv ely interchanged with the member 22.
  • the head-plates 22 are adaptedto support the beam box 28 of the forms while the joists are supportedby means of the member 25.
  • 'A slip-ring 29, as best shown in. Fig. 5 is adapted to be adjustably secured to and. encircle the lower tubular section 18.
  • locationof the slip-ring upon the section 18 may be governed by means of a set screw whichwhen rotated by means of a wrench,
  • the slip ring 29 is provided with a pair of prongs 31,
  • planks. 10 heretofore men tioned are placed upon the foundation and 1 for the receptionjof the nails 34 shown'in Fig. ,1.
  • the adjustable shores are now placed upon the planks 10 with the thinner edge offthe wedge blocks 11 under the foot-plates 12 of each shore.
  • the shores are now spaced apart and placed Vertically 1 by means .of a lateral brace-strip consisting preferablyof apiece of'common- 1 x6 indic ated'at 32. It will be'noted that the 1x6 is placed in'under-the downturned prong 31 of the slip-ring and is secured to said slipring by: means of nails.
  • the 'downturned prong 31 is provided with two nail holes-33 It will be understood that before nailing the 1x6 tothed0wnturned prong 2 31, that the'slip-rings are secured to the tubular sectionsby' means of theset screw s30 so so. v noted that the shoresmay be spaced apart that said set screws will be equidistant from the bottom'of each shore.
  • preferablyeacliii'fth shore is provided with-a head-plate 22 at its upper end.
  • the shores containing the headplates are; now moved upwardly to their approximate altitude andthebolts21 heretothe underneath sideof the ship lap flOOring
  • the intermediate shores are provided with oist retaining heads such as shown in Fig. 3. Said heads are moved upwardly and retained by means of bolts 21 in the same manner asheretofore.- described;'
  • the heads 25 are adapted to butt againstthe underncath side of the ship-lapifio-oring 38. At;
  • the joist 41 may be placed. under the ship-lap and se ured to the head-s25 by through the nailphole's. 42' of the heads 25.
  • the oistl may be secured to the heads25 before. the heads 25 are raised.
  • the operators now secure-a leveling adjustment by means of the wedge blocksll whichare driven one toward the other.. Y
  • each wedge block 11 operates in pairs.
  • Each wedge block 11 is driven "towards its mate a; suflicient distance to cause the upper endofithe shore and the ship lapping 38 to gain anabsolutelylevel surface which is usually. ascertained by means of tlienails 41 which are passed means of'aspiritlevel and: straight. edge in the handsof a-mechanic.
  • nails 43 are drivenmthrough the nail: holes 15 of the foot-plate thereby sei curing the foot-plate to the wedge blocks and also looking the wedge blocks together in a removable position If? desired, the
  • nails 13 may be ClllVGIl'IlOlZIOIllY through the wedge blocks 11 but alsoiinto the foundae tion planksld. 3 j
  • the tu- V I 'bul'ar sections 18' and 19 are allowed to remain one completely telescoping with the other.
  • the foot-plates of eachshore may be readily removed from the tubular sections by withdrawing the bolt 17. .Also, the. headplates-22an'd joist members 25 maybe readily takena'part and. placed in. barrels; or other containersfortransportation.
  • An. adjustable shore comprising av post section, adjustable strip supporting means mounted on said. post section, afoot plate for supporting the post section and comprising a relatively flat sheet metal body portion of substantially rectangular configuration and having a pair of its oppositely disposed corners upturned for engagement against the opposite sides of the post, a bolt detachably engaging through said upturned corners of the foot plate and through the post for anchoring the latter to the foot plate, the intermediate corners of the foot plate having apertures therethrough adapted to receive nails and the like, and a base section for engagement beneath said foot plate and comprising a pair of oppositely inclined contactl ing members adapted for overlapping engagement to support the foot plate and the post section, said base section adapted to be moved into superposed relation to raise the foot plate and the post section, and said nails in the opening of the foot plate adapted to engage said base section for holding the same when adjusted.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Revetment (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

Nov. '11, 1930'. H. P. JESSEN ADJUSTABLE-"SHORE Filed Nov. 5, 1927 7 mm, 30 v gvwentoz imam"? H .PJessen' I I Fig.5.
Patented Nov. 11, 1930 i HANS r. JESSEN, or OMAHA, nnnnAsxA UN ETE ADJUSTABLE SHORE Application filed November 5, i927. Serial No. 231,295.
. This invention relates to adjustable shores which is best illustrated in Fig. 4. Each footand has particular reference to a means for plate is preferably formed by bending upsupporting forms used .in casting concrete wardly the corners 13 of a rectangular blank floors during the construction of buildings. of sheet iron 14:- v The fiat bottom of eachfoot- An object of the invention is to provide a plate is provided witha plurality, of holes 15 55 means for supporting the forms which is not forthe reception of nails for purposes later only adjustable in altitude but is also adj ust described. The upturned ears 13 of each'footable transversely and longitudinally. plate are provided with horizontal bolt holes A further object of-the invention is to econ- 16 for the reception therethrough of a bolt17.
omize labor during the erection of such form The function ofthe bolt 17 is to provide a supporting Wang 7 means for securing to the foot-plate, the low- A still further object of the invention iscto ermost tubular section 18 of the shore which provide devices which may be taken apart for is provided with apertures near its base for storing or nesting in compact form for transthe reception of the bolt 17. v I
portation or storage when not in use. Indicated at 19 is a second tubular section 9 Aparticular. object ofthe invention is to which is adapted to telescope into and have provide a means whereby brace-strips may be SlldlIIg movements Within the lowermost or attached to the shores for lateral horizontal l rger u l r 8 60101118. The section 18 is bracing and spacing and such further objects prov1ded with a plurality of aperturesZO for 20 and advantages as appear from the following the select ve rec ptio t erethro gh fo detailed description in which: 21. By the above described means it will be Fig. 1 is a perspective view of a portion of obvious that the bolt21, being passed through a concrete form supported by a plurality of selected apertures 20 of the section 18,;Will
th new d i provide a means whereby the vertical altitude Fig. 2 is a perspective view of the adjustfi h nd tubular section may be deter- 7. Y
bl h 1n1ned and governed, since the bottom edge of Fig. 3 is a perspective view of a removable the section 19 will rest upon said bolt and j i t Supporting b prevent downward travelof the section 19.
Fi 4 i la i f a d t h bl f t 7 It will be obviousv that any desired number member employed and Fig. 5 is a perspective 'it l B OP ay: be i pr vided. each $9 view of an adjustable slip-ring or strip-suptelescoping one wlth n the other, butfor conting device. venlence of lllustr'ation, but two are shown, R f i now t th d i f a more since two tubular sections to each shore will particular description in which like numer- Provlde all Conventlonal g I 35 als'of reference refer to like or corresponding pp rmost tubular section, which in parts throughout theseveralviews, the nut Present instance, is indicated at 19, is 1 l 10 i di t l k hi h are la d adapted to receivevarious devicesnow tobe upon the ground or other support for the descflbedr r purpose of providing. a level solid foundation AS h w 111 ga as ng O1 head-plate for the reception thereon of the apparatus 22 Wh1ch1S Preferably r d Wlth a p ne 9 later described. It will be understood that re t g a PPP a ap to be i any suitable number of planks 10 may be used. .mamtalned 1% a vel'filctfl PQ Q y means Referring particularly to Fig. 2, the new h r p of t' y l S 23 device consistsof wedge shaped blocks formed Withm the tubular s q sald'stim 23 45 preferably of Wood having bevelled faces such belng free have Shdlng movements. W t 3 as is shown at 11. The function of the w d the tubular section 19. 24 indicates .re-enshaped members 11 is to secure fine adjustforcing webs adapted to-provide support for inents aftermaking approximate adjustments the head-plate 22. Preferably, the headof the shores by means later described. plate 22, web 21 and stem23 are formed inte- Eachrshore is provided with a foot-plate12 gral of cast steel or other suitable material.
Asbest shown in Fig. 3, a joist supporting member 25,.which is provided with a shaft 26, and a prong 27, may beselectiv ely interchanged with the member 22.
As shown in Fig. 1, the head-plates 22 are adaptedto support the beam box 28 of the forms while the joists are supportedby means of the member 25. I
'A slip-ring 29, as best shown in. Fig. 5," is adapted to be adjustably secured to and. encircle the lower tubular section 18.
. locationof the slip-ring upon the section 18 may be governed by means ofa set screw whichwhen rotated by means of a wrench,
will lock the slip-ring 29 in a selected position upon the tubular section 18. The slip ring 29 is provided with a pair of prongs 31,
these being disposed in planes approximately 90 degrees from each other. They project in directions opposed to each other, one prongbeing'turned upwardly and its mate downwardly for purposes later described. It will be understood thatany required number of shores may be used for supporting. a form, the exact numberbeing governed by the'wei'ght of the concrete. slab while it is in porous condition.
r In operation the planks. 10 heretofore men tioned are placed upon the foundation and 1 for the receptionjof the nails 34 shown'in Fig. ,1.
spaced apart at regular intervals: and pre determineddistances. The adjustable shores are now placed upon the planks 10 with the thinner edge offthe wedge blocks 11 under the foot-plates 12 of each shore. The shores are now spaced apart and placed Vertically 1 by means .of a lateral brace-strip consisting preferablyof apiece of'common- 1 x6 indic ated'at 32. It will be'noted that the 1x6 is placed in'under-the downturned prong 31 of the slip-ring and is secured to said slipring by: means of nails. The 'downturned prong 31 is provided with two nail holes-33 It will be understood that before nailing the 1x6 tothed0wnturned prong 2 31, that the'slip-rings are secured to the tubular sectionsby' means of theset screw s30 so so. v noted that the shoresmay be spaced apart that said set screws will be equidistant from the bottom'of each shore.
By the abovedescribed meansit' will be and readily-locked together at a minimum of .expense, since the nails 31 arebut temporarily. driven into the 1x 6 brace-strips.
* Several rows of the shores are erected in the above.described'manner'after which they I are locked together transversely by means of 1 x 6 brace-strips 35 which member with v Jtheupturned prongs 31of each slip-ring are so i secured by. nails 36.-
I It will be noted that preferablyeacliii'fth shore is provided with-a head-plate 22 at its upper end. -The shores containing the headplates are; now moved upwardly to their approximate altitude andthebolts21 heretothe underneath sideof the ship lap flOOring The intermediate shores are provided with oist retaining heads such as shown in Fig. 3. Said heads are moved upwardly and retained by means of bolts 21 in the same manner asheretofore.- described;' The heads 25 are adapted to butt againstthe underncath side of the ship-lapifio-oring 38. At;
thistime' the joist 41 may be placed. under the ship-lap and se ured to the head-s25 by through the nailphole's. 42' of the heads 25.
If preferred, the oistl may be secured to the heads25 before. the heads 25 are raised. After assembling the form and. its supports asv above described, the operators now secure-a leveling adjustment by means of the wedge blocksll whichare driven one toward the other.. Y
- It will'beunderstood that the wedge blocks 11 operate in pairs. Each wedge block 11 is driven "towards its mate a; suflicient distance to cause the upper endofithe shore and the ship lapping 38 to gain anabsolutelylevel surface which is usually. ascertained by means of tlienails 41 which are passed means of'aspiritlevel and: straight. edge in the handsof a-mechanic. Aftersecuring such adjustment, nails 43 are drivenmthrough the nail: holes 15 of the foot-plate thereby sei curing the foot-plate to the wedge blocks and also looking the wedge blocks together in a removable position If? desired, the
nails 13 may be ClllVGIl'IlOlZIOIllY through the wedge blocks 11 but alsoiinto the foundae tion planksld. 3 j
It is obvious that Ihave provided afsimple economical arrangement of shoreswhioh in use provide a ready means for erecting and. supporting concrete formsin an economicalmanner. 1 f
When not in use and' if it is desirable to store the shores or transport them, the tu- V I 'bul'ar sections 18' and 19 are allowed to remain one completely telescoping with the other. The foot-plates of eachshore may be readily removed from the tubular sections by withdrawing the bolt 17. .Also, the. headplates-22an'd joist members 25 maybe readily takena'part and. placed in. barrels; or other containersfortransportation.
. I claim as my invention J An. adjustable shore, comprising av post section, adjustable strip supporting means mounted on said. post section, afoot plate for supporting the post section and comprising a relatively flat sheet metal body portion of substantially rectangular configuration and having a pair of its oppositely disposed corners upturned for engagement against the opposite sides of the post, a bolt detachably engaging through said upturned corners of the foot plate and through the post for anchoring the latter to the foot plate, the intermediate corners of the foot plate having apertures therethrough adapted to receive nails and the like, and a base section for engagement beneath said foot plate and comprising a pair of oppositely inclined contactl ing members adapted for overlapping engagement to support the foot plate and the post section, said base section adapted to be moved into superposed relation to raise the foot plate and the post section, and said nails in the opening of the foot plate adapted to engage said base section for holding the same when adjusted.
In testimony whereof, I have aflixed my signature.
HANS P. J'ESSEN.
US231295A 1927-11-05 1927-11-05 Adjustable shore Expired - Lifetime US1781063A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US231295A US1781063A (en) 1927-11-05 1927-11-05 Adjustable shore

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US231295A US1781063A (en) 1927-11-05 1927-11-05 Adjustable shore

Publications (1)

Publication Number Publication Date
US1781063A true US1781063A (en) 1930-11-11

Family

ID=22868606

Family Applications (1)

Application Number Title Priority Date Filing Date
US231295A Expired - Lifetime US1781063A (en) 1927-11-05 1927-11-05 Adjustable shore

Country Status (1)

Country Link
US (1) US1781063A (en)

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2804766A (en) * 1954-01-11 1957-09-03 Jr Robert S Landman Chimney support
US3028145A (en) * 1958-12-11 1962-04-03 Charles H Brand Adjustable support for automotive lift jacks
US3060519A (en) * 1960-08-18 1962-10-30 John P Francis Vertically adjustable windshield weather protector
US3776253A (en) * 1970-09-29 1973-12-04 Nippon Kokan Kk Means for preventing deformation of steel tubes
US3827665A (en) * 1972-02-07 1974-08-06 L Kistler Support structure for overhead concrete molding forms
US4274764A (en) * 1979-12-26 1981-06-23 Curry Paul F Mine roof supporting system
US4883388A (en) * 1985-10-03 1989-11-28 Cherbonnier T Dave Load compensating system
US4886397A (en) * 1987-08-27 1989-12-12 Cherbonnier T Dave Dynamic load compensating system
US5653415A (en) * 1992-04-03 1997-08-05 Peri Gmbh Adjustable-height support for shuttering in the building trade
US20040211147A1 (en) * 2003-04-24 2004-10-28 Peter Vanagan Building construction shores
US20080244996A1 (en) * 2004-08-27 2008-10-09 Paul Gillespie Telescoping Shoring Post
EP1778935A4 (en) * 2004-07-28 2008-11-05 Jonny Jonathon Melic A support post for a safety fence assembly
US20150225186A1 (en) * 2014-02-12 2015-08-13 Benjamin Kaiser Tiered Stacking System for Pans and Trays
US20160060882A1 (en) * 2014-09-02 2016-03-03 Concrete Support Systems of Houston, LLC Construction Prop Assembly
US11142905B2 (en) * 2018-07-11 2021-10-12 Schuter Systems L.P. Systems for recessing subfloor structures
US11268289B2 (en) 2020-07-31 2022-03-08 Bond Formwork Systems, LLC Drophead nut for formwork grid systems
US20220127804A1 (en) * 2020-10-27 2022-04-28 Southwest Jiaotong University Two-stage energy dissipation type shed tunnel support structure connected by principle of dougong and a design method thereof
USD1029445S1 (en) * 2022-07-15 2024-05-28 Shenzhen Far-reaching Development Co., Ltd. Support leg

Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2804766A (en) * 1954-01-11 1957-09-03 Jr Robert S Landman Chimney support
US3028145A (en) * 1958-12-11 1962-04-03 Charles H Brand Adjustable support for automotive lift jacks
US3060519A (en) * 1960-08-18 1962-10-30 John P Francis Vertically adjustable windshield weather protector
US3776253A (en) * 1970-09-29 1973-12-04 Nippon Kokan Kk Means for preventing deformation of steel tubes
US3827665A (en) * 1972-02-07 1974-08-06 L Kistler Support structure for overhead concrete molding forms
US4274764A (en) * 1979-12-26 1981-06-23 Curry Paul F Mine roof supporting system
US4883388A (en) * 1985-10-03 1989-11-28 Cherbonnier T Dave Load compensating system
US4886397A (en) * 1987-08-27 1989-12-12 Cherbonnier T Dave Dynamic load compensating system
US5653415A (en) * 1992-04-03 1997-08-05 Peri Gmbh Adjustable-height support for shuttering in the building trade
US7165361B2 (en) * 2003-04-24 2007-01-23 Peter Vanagan Building construction shores
US20040211147A1 (en) * 2003-04-24 2004-10-28 Peter Vanagan Building construction shores
EP1778935A4 (en) * 2004-07-28 2008-11-05 Jonny Jonathon Melic A support post for a safety fence assembly
US20080244996A1 (en) * 2004-08-27 2008-10-09 Paul Gillespie Telescoping Shoring Post
US9314136B2 (en) * 2014-02-12 2016-04-19 Benjamin Kaiser Tiered stacking system for pans and trays
US20150225186A1 (en) * 2014-02-12 2015-08-13 Benjamin Kaiser Tiered Stacking System for Pans and Trays
US10024069B2 (en) * 2014-09-02 2018-07-17 Concrete Support Systems Construction prop assembly
US20160060882A1 (en) * 2014-09-02 2016-03-03 Concrete Support Systems of Houston, LLC Construction Prop Assembly
US11142905B2 (en) * 2018-07-11 2021-10-12 Schuter Systems L.P. Systems for recessing subfloor structures
US11643814B2 (en) 2018-07-11 2023-05-09 Schluter Systems L.P. Systems for recessing subfloor structures
US11268289B2 (en) 2020-07-31 2022-03-08 Bond Formwork Systems, LLC Drophead nut for formwork grid systems
US20220127804A1 (en) * 2020-10-27 2022-04-28 Southwest Jiaotong University Two-stage energy dissipation type shed tunnel support structure connected by principle of dougong and a design method thereof
US11535990B2 (en) * 2020-10-27 2022-12-27 Southwest Jiaotong University Two-stage energy dissipation type shed tunnel support structure connected by principle of Dougong and a design method thereof
USD1029445S1 (en) * 2022-07-15 2024-05-28 Shenzhen Far-reaching Development Co., Ltd. Support leg

Similar Documents

Publication Publication Date Title
US1781063A (en) Adjustable shore
US5419055A (en) Construction apparatus
US3722849A (en) Concrete form clip
US3776521A (en) Portable safety railing
US3963210A (en) Apparatus for setting anchor bolts and other objects in concrete slabs
US3831329A (en) Building construction system
US1852673A (en) Floor screed support
US4470574A (en) Support structure for building forms
US4029288A (en) Concrete form bracket
US5232204A (en) Heavy duty house joist support kit
US3842934A (en) Apparatus for laying roofing materials on a sloping roof
US1699557A (en) Screed anchoring and leveling device
US3096588A (en) Masonry guide apparatus
US7958967B2 (en) Mud sill
US5085398A (en) Adjustable form brace
US2874442A (en) Apparatus for making concrete structural shapes
US2240016A (en) Base for porch columns
US3393521A (en) Excavation shoring frame assemblies
US6705583B2 (en) Apparatus for building foundation stem wall forms
US3397458A (en) Guide line supporting apparatus
US5228262A (en) Anchor assembly
US4944123A (en) Construction prop base
US1807315A (en) Concrete form for floors
US5542187A (en) Alignment assembly and method
US1710891A (en) Screed support