US3745737A - Spacer member for reinforcing rods in reinforced concrete construction - Google Patents

Spacer member for reinforcing rods in reinforced concrete construction Download PDF

Info

Publication number
US3745737A
US3745737A US00198603A US3745737DA US3745737A US 3745737 A US3745737 A US 3745737A US 00198603 A US00198603 A US 00198603A US 3745737D A US3745737D A US 3745737DA US 3745737 A US3745737 A US 3745737A
Authority
US
United States
Prior art keywords
openings
spacer member
rods
reinforcing rods
member according
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
US00198603A
Inventor
A Keller
H Keller
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
Application granted granted Critical
Publication of US3745737A publication Critical patent/US3745737A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires

Definitions

  • a profiled member such as an essentially elongated cylinder, is formed with at least two spacially relatively offset openings therein, the openings being of such size to receive reinforcing rods, and formed to engage the rods and interlock therewith.
  • the profiled members are open at both ends to permit pouring of cement therethrough.
  • the present invention relates to a spacer member for use in reinforced concrete construction, and more specifically to space the reinforcing rods from the pouring form.
  • reinforcing rods are placed into the pouring form which, together with the form, must be mounted before the cement can be poured.
  • the reinforcing rod must be of such length, and must be so arranged that, when the cement is poured, they will not be at the surface of the poured cement. This requires location of the rods with distance elements which provide distance of the reinforcing rods from the cement form which, when the cement hardens, will form the outer surface of the concrete.
  • the reinforcing rods must be so arranged and so fixed that, when cement is poured, they will not move or shift in position.
  • the distance members have reinforcing rods placed thereon, determining the distance of the reinforcing rods from the form. To prevent shifting, for example when cement is being poured or, if the cement is being vibrated, the distance members have customarily been provided with wire loops or the like with which the distance members and the reinforcing rods are interconnected, by twisting.
  • the distance member is a profiled shaped structuraL body, open at both longitudinal ends, formed with at least two relatively spacially offset openings which are so shaped and sized that they will receive reinforcing rods therein, the opening being formed with respect to the rods to engage and interlock therewith, as the rods are being placed.
  • FIG. 1 is a detailed side view of another embodiment of the spacer member
  • FIG. 2 is a view similar to FIG. 1 rotated 90;
  • FIG. 3 is a bottom view of the embodiment of FIGS. 2 and 3.
  • the spacer member comprises a body 21 which is generally sleeve-shaped, and has two pairs of openings 22, 23, and 24, 25 (FIG. 8), at right angles, diametrically, with respect to each other.
  • Each opening itself has parallel side surfaces 26, 27, 26', 27'.
  • the base of the openings 22 25 is extended into two slits, 28, 29, between which a ridge 30 will be left.
  • the reinforcing rod is placed on the ridge 30' in the respective opening.
  • Slits 28, 29 extend the sides 26, 27 of the opening, so that the portions 31 34 of the body 21 have a relatively long free length. Extending the sides 26, 27, 26',
  • the spacer members 21 have the openings shaped in such a manner that the sides 26, 27, 26', 27' defining the openings are formed with constricting projections 35, 35', projecting slightly inwardly.
  • the distance of projection is big enough so that space between projections is just slightly less than the smallest diameter of the einforcing rods with which the spacer member is to be used.
  • the inwardly extending projection 35 will securely lock the spacer to the rods.
  • the openings slightly diverge in the direction towards bottom 36 of the spacer member, that is, form the top 37 downwardly (FIGS. l-2). This facilitates insertion of the reinforcing rods.
  • the projections 35, 35' of transversely arranged openings are located at different distances from the bottom of the openings compare FIGS. 1 and 2.
  • the lower position of the projection, as shown projection 35 (FIG. 1) is associated with the deeper openings 22, 23.
  • the member bears with surface 36 against the pouring form. This surface is not continuous, but rather undulates, being formed with depressions or grooves 38, in order to facilitate penetration of cement into the interior of the body 21.
  • a number of bearing surfaces 39 will remain on the bottom side 36, the bearing surfaces 39 themselves engaging the pouring form.
  • Ribs 40 are subdivided into radially extending webs 41, and longitudinal ribs 42, the ribs 42 serving, simultaneously, as a reinforcement for the ridges 30, which extend over the webs 41. Additionally, ribs 43 are located in the region of the form bearing surfaces 39. Transition of the ribs 42, or 43, respectively, to the webs 41 may, as in ribs 42, be abrupt; it may, also, as illustrated with ribs 43, be gradual. Ribbing 40 substantially increases the strength of the spacer element.
  • the ribs 43 insofar as they are not yet reinforced by the webs 41, are additionally reinforced, as well as the surface 39, where the spacer member bears on a pouring form.
  • the elastic yielding property of the hollow body portions 31-34 is not impaired; the ribbing, however, increases the bearing strength and the form stability of the entire spacer member.
  • Body 21 is illustrated as a cylindrical sleeve; the body may have any other cross-sectional aspect, for example elliptical, or polygonal, triangular, or square.
  • the spacer need not be cylindrical, but can be conical or spherical, or hemispherical.
  • Spacer member for reinforcing rods to space the rods from the wall of a pouring form comprising a profiled body having at least two pairs of transversely directed openings therein (22, 23; 24, 25), each adapted to receive a reinforcing rod therein, the openings being formed, with respect to the rods, to engage and interlock with the rods, the bottoms of the openings of one pair being at different level with respect to the bottom of the opening of the other pair,
  • cross-connecting webs (41) formed transversely of the hollow body (21);
  • Spacer member according to claim 1 wherein the webs are located at the level of oppositely located ridges (30).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

A profiled member, such as an essentially elongated cylinder, is formed with at least two spacially relatively offset openings therein, the openings being of such size to receive reinforcing rods, and formed to engage the rods and interlock therewith. The profiled members are open at both ends to permit pouring of cement therethrough.

Description

United States Patent 1 Keller et a1.
[451 July 17,1973
1 1 SPACER MEMBER FOR REINFORCING RODS, IN REINFORCED CONCRETE CONSTRUCTION [76] Inventors: August Keller, lm Buech 387,
Wurenlos; Hans Keller, Haldenstrasse 26, Nussbaumen, both of Switzerland [22] Filed: Nov. 15, 1971 [2]] Appl. No.: 198,603
[30] Foreign Application Priority Data Nov, 18, 1970 Switzerland 17089/70 [52] US. Cl. 52/687 [51] Int. Cl. E04c 5/16 [58] Field of Search ..52/677689 [5 6] I References Cited UNITED STATES PATENTS 3,255,565 6 1966 Menzel, 52/678 FOREIGN PATENTS OR APPLICATIONS 407,773 8/1968 Australia 52/686 526,247 9/1940 Great Britain 1,477,159 3/1967 France 52/684 Primary Examiner-John E. Murtagh Assistant Examiner-James L. Ridgill, .lr. Att0rney-Flynn & Frishauf [57] ABSTRACT A profiled member, such as an essentially elongated cylinder, is formed with at least two spacially relatively offset openings therein, the openings being of such size to receive reinforcing rods, and formed to engage the rods and interlock therewith. The profiled members are open at both ends to permit pouring of cement therethrough.
5 Claims, 3 Drawing Figures SPACER MEMBER FOR REINFORCING RODS, IN REINFORCED CONCRETE CONSTRUCTION The present invention relates to a spacer member for use in reinforced concrete construction, and more specifically to space the reinforcing rods from the pouring form.
In reinforced cement construction, reinforcing rods are placed into the pouring form which, together with the form, must be mounted before the cement can be poured. The reinforcing rod must be of such length, and must be so arranged that, when the cement is poured, they will not be at the surface of the poured cement. This requires location of the rods with distance elements which provide distance of the reinforcing rods from the cement form which, when the cement hardens, will form the outer surface of the concrete. The reinforcing rods must be so arranged and so fixed that, when cement is poured, they will not move or shift in position. The distance members have reinforcing rods placed thereon, determining the distance of the reinforcing rods from the form. To prevent shifting, for example when cement is being poured or, if the cement is being vibrated, the distance members have customarily been provided with wire loops or the like with which the distance members and the reinforcing rods are interconnected, by twisting.
Distance members with wire loops for interconnection have the disadvantage that the interconnection must be carried out, for each distance member, at the construction site. This is time consuming and is a source of error and trouble later.
It is an object of the present invention to provide a spacer member which can be placed in position on the job, and which does not require additional work steps to secure the reinforcing rods thereto.
SUBJECT MATTER OF THE PRESENT INVENTION Briefly, the distance member is a profiled shaped structuraL body, open at both longitudinal ends, formed with at least two relatively spacially offset openings which are so shaped and sized that they will receive reinforcing rods therein, the opening being formed with respect to the rods to engage and interlock therewith, as the rods are being placed.
DRAWINGS FIG. 1 is a detailed side view of another embodiment of the spacer member;
FIG. 2 is a view similar to FIG. 1 rotated 90; and
FIG. 3 is a bottom view of the embodiment of FIGS. 2 and 3.
The spacer member comprises a body 21 which is generally sleeve-shaped, and has two pairs of openings 22, 23, and 24, 25 (FIG. 8), at right angles, diametrically, with respect to each other. Each opening itself has parallel side surfaces 26, 27, 26', 27'. The base of the openings 22 25 is extended into two slits, 28, 29, between which a ridge 30 will be left. The reinforcing rod is placed on the ridge 30' in the respective opening. Slits 28, 29 extend the sides 26, 27 of the opening, so that the portions 31 34 of the body 21 have a relatively long free length. Extending the sides 26, 27, 26',
27' by the slits 28, 29 28', 29' permits leaving the crosssectional area of the free portions of the body 31 34 to remain constant, so that these portions will be resil iently yielding. This is particularly important when a spacer member is to be used with reinforcing rods of different diameters. The bottoms of the pair of openings 22, 23 are at a lower level than those of openings 24, 25 (see FIGS. 1 and 2).
The spacer members 21 have the openings shaped in such a manner that the sides 26, 27, 26', 27' defining the openings are formed with constricting projections 35, 35', projecting slightly inwardly. The distance of projection is big enough so that space between projections is just slightly less than the smallest diameter of the einforcing rods with which the spacer member is to be used. Upon insertion of the spacer member, the inwardly extending projection 35 will securely lock the spacer to the rods. The openings slightly diverge in the direction towards bottom 36 of the spacer member, that is, form the top 37 downwardly (FIGS. l-2). This facilitates insertion of the reinforcing rods. The projections 35, 35' of transversely arranged openings are located at different distances from the bottom of the openings compare FIGS. 1 and 2. Preferably, the lower position of the projection, as shown projection 35 (FIG. 1) is associated with the deeper openings 22, 23. The member bears with surface 36 against the pouring form. This surface is not continuous, but rather undulates, being formed with depressions or grooves 38, in order to facilitate penetration of cement into the interior of the body 21. A number of bearing surfaces 39 will remain on the bottom side 36, the bearing surfaces 39 themselves engaging the pouring form.
The interior of body 21 is ribbed, as generally seen at 40. Ribs 40 are subdivided into radially extending webs 41, and longitudinal ribs 42, the ribs 42 serving, simultaneously, as a reinforcement for the ridges 30, which extend over the webs 41. Additionally, ribs 43 are located in the region of the form bearing surfaces 39. Transition of the ribs 42, or 43, respectively, to the webs 41 may, as in ribs 42, be abrupt; it may, also, as illustrated with ribs 43, be gradual. Ribbing 40 substantially increases the strength of the spacer element. The ribs 43, insofar as they are not yet reinforced by the webs 41, are additionally reinforced, as well as the surface 39, where the spacer member bears on a pouring form. The elastic yielding property of the hollow body portions 31-34 is not impaired; the ribbing, however, increases the bearing strength and the form stability of the entire spacer member. By forming the openings, as illustrated, sufficient elasticity is provided to accept reinforcing rods of various diameters, and at the same time provide for interlocking of the element with the reinforcing rods, so that, after the reinforcing rods are inserted, it is practically impossible that they snap out, without application of substantial outside force.
Body 21 is illustrated as a cylindrical sleeve; the body may have any other cross-sectional aspect, for example elliptical, or polygonal, triangular, or square. The spacer need not be cylindrical, but can be conical or spherical, or hemispherical.
Various changes and modifications may be made within the inventive concept.
We claim:
1. Spacer member for reinforcing rods to space the rods from the wall of a pouring form comprising a profiled body having at least two pairs of transversely directed openings therein (22, 23; 24, 25), each adapted to receive a reinforcing rod therein, the openings being formed, with respect to the rods, to engage and interlock with the rods, the bottoms of the openings of one pair being at different level with respect to the bottom of the opening of the other pair,
the inside edges (26, 27; 26', 27') of the openings extending beyond the bottom to form longitudinally extending slits (28, 29; 28, 29) continuing the opening and extending the opening beyond the bottom, leaving a ridge (30, 30) therebetween, the ridge forming a bearing surface for the reinforcing rods, the ridges at the bottoms of one pair of openings being at different longitudinal level with respect to the ridges at the bottoms of the other pairs of openings;
cross-connecting webs (41) formed transversely of the hollow body (21);
and ribs (42, 43) formed on the walls of the hollow body and merging with said webs (41).
2. Spacer member according to claim 11, wherein the edge surfaces (26, 27; 26', 27') defining the openings have necked-in projections extending slightly towards each other to form a narrowed neck portion (35, 35 in the region of the mouth of the openings.
3. Spacer member according to claim 1, wherein the webs are located at the level of oppositely located ridges (30).
4. Spacer member according to claim 1, wherein the ribs (43) extend longitudinally of the body to substantially the terminal end of the lower surface thereof.
5. Spacer member according to claim 1, wherein the mouths of the openings are divergent and enlarged to about the diameter of the rods to be received by the spacer member.

Claims (5)

1. Spacer member for reinforcing rods to space the rods from the wall of a pouring form comprising a profiled body having at least two pairs of transversely directed openings therein (22, 23; 24, 25), each adapted to receive a reinforcing rod therein, the openings being formed, with respect to the rods, to engage and interlock with the rods, the bottoms of the openings of one pair being at different level with respect to the bottom of the opening of the other pair, the inside edges (26, 27; 26'', 27'') of the openings extending beyond the bottom to form longitudinally extending slits (28, 29; 28'', 29'') continuing the opening and extending the opening beyond the bottom, leaving a ridge (30, 30'') therebetween, the rIdge forming a bearing surface for the reinforcing rods, the ridges at the bottoms of one pair of openings being at different longitudinal level with respect to the ridges at the bottoms of the other pairs of openings; cross-connecting webs (41) formed transversely of the hollow body (21); and ribs (42, 43) formed on the walls of the hollow body and merging with said webs (41).
2. Spacer member according to claim 11, wherein the edge surfaces (26, 27; 26'', 27'') defining the openings have necked-in projections extending slightly towards each other to form a narrowed neck portion (35, 35'') in the region of the mouth of the openings.
3. Spacer member according to claim 1, wherein the webs are located at the level of oppositely located ridges (30).
4. Spacer member according to claim 1, wherein the ribs (43) extend longitudinally of the body to substantially the terminal end of the lower surface thereof.
5. Spacer member according to claim 1, wherein the mouths of the openings are divergent and enlarged to about the diameter of the rods to be received by the spacer member.
US00198603A 1970-11-18 1971-11-15 Spacer member for reinforcing rods in reinforced concrete construction Expired - Lifetime US3745737A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH1708970 1970-11-18

Publications (1)

Publication Number Publication Date
US3745737A true US3745737A (en) 1973-07-17

Family

ID=4422670

Family Applications (1)

Application Number Title Priority Date Filing Date
US00198603A Expired - Lifetime US3745737A (en) 1970-11-18 1971-11-15 Spacer member for reinforcing rods in reinforced concrete construction

Country Status (2)

Country Link
US (1) US3745737A (en)
DE (1) DE2111243A1 (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4033534A (en) * 1974-09-24 1977-07-05 Hakan Georg Frithiof Bergkvist Positioning device for tubes to be embedded in surrounding cast material
US5291715A (en) * 1991-01-25 1994-03-08 Basile Frank M Suspension device for concrete reinforcements
US5822946A (en) * 1994-06-30 1998-10-20 Rasmussen; Henning Baltzer Spacing member
US20040261352A1 (en) * 2003-06-26 2004-12-30 Aztec Concrete Accessories, Inc. Rebar support chair
US20060096231A1 (en) * 2004-11-10 2006-05-11 Parish Warren E Device, system, and method of holding rebar in a substantially fixed position in a surface
US20070193189A1 (en) * 2003-06-26 2007-08-23 Dayton Superior Corporation Rebar Support Chair
US20090279945A1 (en) * 2006-06-26 2009-11-12 Brian Rise Snap clamp and possible mounting tool
US20100146889A1 (en) * 2006-12-12 2010-06-17 Pontarolo Engineering S.P.A. Unit for the construction of slab foundations
US20110214382A1 (en) * 2010-03-02 2011-09-08 JAB Plastic Products Corporation Rebar support chair
US20120233950A1 (en) * 2011-03-17 2012-09-20 Cemwall Systems Concrete wall systems and methods and spacers therefor
US20120247058A1 (en) * 2010-03-02 2012-10-04 JAB Plastic Products Corporation Supporting multiple mats

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4110951A (en) * 1977-07-21 1978-09-05 John Padrun Connecting clip for joining concrete reinforcing bars
DE29814923U1 (en) * 1998-08-20 2000-01-05 Lösch GmbH Betonwerke, 67098 Bad Dürkheim Spacers for reinforcement of concrete components
DE10310715A1 (en) 2003-03-10 2004-10-07 Fachhochschule Gießen-Friedberg Invention relating to components as reinforcement elements and concrete parts made therefrom

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4033534A (en) * 1974-09-24 1977-07-05 Hakan Georg Frithiof Bergkvist Positioning device for tubes to be embedded in surrounding cast material
US5291715A (en) * 1991-01-25 1994-03-08 Basile Frank M Suspension device for concrete reinforcements
US5822946A (en) * 1994-06-30 1998-10-20 Rasmussen; Henning Baltzer Spacing member
US20040261352A1 (en) * 2003-06-26 2004-12-30 Aztec Concrete Accessories, Inc. Rebar support chair
US20070193189A1 (en) * 2003-06-26 2007-08-23 Dayton Superior Corporation Rebar Support Chair
US20060096231A1 (en) * 2004-11-10 2006-05-11 Parish Warren E Device, system, and method of holding rebar in a substantially fixed position in a surface
US7549261B2 (en) * 2004-11-10 2009-06-23 Parish Warren E Device, system, and method of holding rebar in a substantially fixed position in a surface
US20090279945A1 (en) * 2006-06-26 2009-11-12 Brian Rise Snap clamp and possible mounting tool
US20100146889A1 (en) * 2006-12-12 2010-06-17 Pontarolo Engineering S.P.A. Unit for the construction of slab foundations
US20110214382A1 (en) * 2010-03-02 2011-09-08 JAB Plastic Products Corporation Rebar support chair
US20120247058A1 (en) * 2010-03-02 2012-10-04 JAB Plastic Products Corporation Supporting multiple mats
US20120233950A1 (en) * 2011-03-17 2012-09-20 Cemwall Systems Concrete wall systems and methods and spacers therefor

Also Published As

Publication number Publication date
DE2111243A1 (en) 1972-05-25

Similar Documents

Publication Publication Date Title
US3745737A (en) Spacer member for reinforcing rods in reinforced concrete construction
US3552787A (en) Wire cage-type splice sleeve for reinforcing bars
US3673753A (en) Support device for concrete reinforcing bars
US4167840A (en) Reinforced masonry wall construction
ATE19281T1 (en) HELICAL CONNECTION AND ANCHORING OF REINFORCEMENT BARS.
US4769961A (en) Building block and structure made therefrom
US3540763A (en) Splice sleeve for reinforcing bars
US3783566A (en) Wall construction blocks and mortarless method of construction
US2881614A (en) Building or construction blocks
KR101885735B1 (en) Deck Having Truss Girder with stiffened top-chord of formed steel section
US10563402B1 (en) Method of connecting a circular concrete-filled steel tubular column to a reinforced concrete footing
US4968176A (en) Reinforcing bar coupling device
KR200311872Y1 (en) Improved soil nail
JP6430906B2 (en) Threaded joint for threaded rebar
US6367209B1 (en) Box lintel
KR102523001B1 (en) Connection structure of pc wall
CN110258783B (en) Assembled concrete frame node
KR101155829B1 (en) A wall spacer
US3988899A (en) Pile joiner for connecting the ends of concrete piles and its members
CN209742230U (en) Reinforcing bar net piece positioning cushion block
KR200231273Y1 (en) Reinforcing bars support having reinforcing bars binding structure
GB572522A (en) Improvements relating to preformed beams for floors, roofs and the like
US20160032589A1 (en) Coupler system for masonry reinforcement bars
US1177950A (en) Tie for concrete centering.
US2537715A (en) Reinforced wall with ring interlock