US3545152A - Concrete insert - Google Patents

Concrete insert Download PDF

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US3545152A
US3545152A US742437A US3545152DA US3545152A US 3545152 A US3545152 A US 3545152A US 742437 A US742437 A US 742437A US 3545152D A US3545152D A US 3545152DA US 3545152 A US3545152 A US 3545152A
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concrete
insert
channel
shaped member
fastening
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US742437A
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Friedrich Karl Knohl
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Illinois Tool Works Inc
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Illinois Tool Works Inc
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4171Nailable or non-threaded screwable elements

Definitions

  • an object of the present invention to provide an insert for pre-cast concrete or the like which is capable of self-positionment and exposure of a surface thereof relative to one face of the pre-cast concrete to facilitate attachment of a fastening element thereto, and at the same time provide a concrete void immediately behind the exposed surface which offers substantially no resistance to a fastening element assembled to the concrete insert.
  • Another object of the present invention is the provision of an insert for pre-cast concrete or the like which alfords wide flexibility in both site alignment as well as the assembly of sections made from different types of material to the pre-cast concrete at a variety of locations.
  • an insert for pre-cast concrete or the like which includes a top wall and side wall depending therefrom on opposite sides thereof to define a channel-shaped member, and a floating element mug within the channel-shaped member to position at least outer marginal surfaces of the top wall thereof substantially flush with the top surface of the concrete adjacent the insert prior to the setting of the concrete, the floating element also being capable of providing a concrete void immediately behind the top wall of the channel-shaped member and having substantially no resistance to a fastening element driven therein during attachment thereof to the top wall of the channel-shaped member.
  • the floating element which may also be characterized as the secondary element of the concrete insert, may also be capable of being received and retained by the channel-shaped member.
  • FIG. 1 is a perspective view of the preferred form of concrete insert which is constructed in accordance with the teachings of the present invention
  • FIG. 2 is a fragmentary perspective view illustrating the manner in which concrete inserts, either in block or in stripform, of the type depicted in FIG. 1 are capable of being mounted into a pre-cast concrete support or the like;
  • FIG. 3 is an enlarged fragmentary end elevational view as viewed along line 33 in FIG. 2;
  • FIG. 4 is an end elevational view showing the manner in which a fastening element is mounted relative to the concrete insert and holds a pre-cast concrete panel relative to the pre-cast concrete support in which the concrete insert is mounted;
  • FIG. 5 is an end elevational view showing a modified form of concrete insert which is used in conjunction with a corrugated metal panel and concrete support assembly.
  • the concrete insert 10 includes a primary metal channel-shaped member 12 into which is mounted a secondary element 14 which is designed to provide floatation of the concrete insert 10 prior to setting of the concrete into which it is positioned and at the same time provide a concrete void immediately behind the top wall 16 of the channel-shaped member for reasons which will appear hereinafter.
  • the secondary element 14 can be configured or made from any material which will provide floatation and concrete void features just mentioned, it has been found that foamed polystyrene block material which is illustrated in FIGS. 1-4 of the drawings or gypsum are preferred constructions.
  • the foamed polystyrene blocks 14 are formed in a generally rectangular cross-sectional shape and mounted within the channel-shaped member 12 as illustrated in the drawings.
  • the metal channel-shaped member may be made from sheet steel such as AISI 1010 in suitable thicknesses as desired.
  • the channel-shaped member 12 is formed by suitable dies as a one-piece construction and includes a top wall 16 with side walls 18 depending therefrom on opposite sides thereof, each side wall 18 terminating in a foot portion 20 at the free extremity thereof which may be aligned, if desired, with the lower face of the foamed polystyrene block 14.
  • Each of the side walls 18 flare or taper downwardly and outwardly from adjacent the juncture with the top wall 16 to facilitate introduction of the foamed polystyrene block 14 within the channelshaped member.
  • each of the side walls 18 immediately adjacent the juncture with the top wall 16 first are directed downwardly for a short distance, then proceed downwardly and outwardly as illustrated. This permits the foamed polystyrene block to completely underlie the top wall 16 if it is configured to fill up the space as illustrated in the drawings so that there will be no concrete immediately below the top wall 16 of the channel-shaped member.
  • the channel-shaped member includes means for holding the foamed polystyrene block 14 therewithin.
  • such means may comprise an integral tab 24 struck from each of the side walls 18 and extending upwardly and inwardly relative thereto for engaging and retaining the foamed polystyrene block 14 within the channel-shaped member as best seen in FIG. 3 of the drawing.
  • each of the tab means is integrally hinged relative to a respective side wall along a line generally coincident with the juncture of the side wall 18 and associated foot portion 20.
  • each of the tabs 24 are flexibly and hingedly mounted so as to provide the desired flexibility upon mounting of the foamed polystyrene block 14 within the channel-shaped member, but upon the complete interfitting movement of such components, the tabs 24 on each of the side walls 18 function as struck elements to prevent removal of the foamed polystyrene block 14. In this way, the foamed polystyrene block 14 is captured by the channel-shaped member 12 so that there will be no disassembly during use of the concrete insert.
  • each of the side walls 18 which are formed by the integral tabs 24 being struck from the side walls 18 enhances the retention of the concrete insert Within a concrete support 22. It will be readily understood that the concrete can easily flow through the apertures 26 so as to be positioned on opposite sides of each side wall 18, foot portion 20 and tab 24 as best seen in FIG. 3 to effectively retain the insert within the concrete support.
  • the concrete insert will float during the concrete pour such that the top wall 16 of the channel-shaped member 12 can be positioned flush with the top surface or outer face of the concrete support 22. This is important in providing a large surface area over which a fastening device, such as the self-drilling and tapping screw 28 shown in FIG. 4, can be attached to the top wall of the channel-shaped member 12.
  • a fastening device such as the self-drilling and tapping screw 28 shown in FIG. 4
  • US. Pat. 3,125,923 where such a fastening element is used for attachment to the top wall of the channelshaped member 12, it is also important that there be a concrete void immediately behind the top wall 16 which offers substantially no resistance to a fastening element driven therein during attachment to the top wall 16.
  • a fastener device such as the selfdrilling and tapping screw 28 must be capable of penetrating the top wall 16 and attach itself relative thereto by tapping threads in the aperture which is formed by the self-drilling fastener 28 without encountering any substantial resistance beneath the top wall 16 of the channelshaped member 12 which could substantially hinder and reduce the desirability of using the concrete insert 10. All of the above features are obtained with the use of the concrete insert of the present invention. It will be noted that the concrete section 30 has a tapered hole 32 which aids in aligning the self-drilling and tapping fastener 28 or other equivalent fastener device during attachment to the concrete insert.
  • the concrete insert 10 of the present invention can be formed into short sections as shown at the left hand side of FIG. 2 or, alternatively, may be formed into elongated metal strips which are shown at the right hand side of 4 FIG. 2.
  • the concrete insert can be formed in a variety of configurations, including closed figures, if such is desired.
  • FIG. 5 of the drawings wherein the foamed polystyrene block or secondary element 14 is replaced by a complementary channel-shaped element 34 which is inverted with respect to the channel-shaped member 12, but is positioned within and retained by the channel-shaped member 12 in substantially the same manner as the foamed polystyrene block 14 in the FIGS. 14 embodiment.
  • the inverted channel-shaped element 34 as will be seen in FIG. 5 of the drawings, clearly provides a concrete void immediately behind the top wall 16 of the channel-shaped member 12 which offers no resistance to a fastening element such as the self-drilling and tapping screw 32.
  • FIG. 5 also illustrates the use of the concrete insert 10 attaching corrugated metal strips 34 to the concrete support 22 by way of the self-drilling and tapping fastener 32 as illustrated.
  • the concrete insert 10 provides the capability of attaching sections of different material and configurations to a concrete support as will be readily apparent.
  • While a self-drilling and tapping fastener 32 may be used in conjunction with the concrete insert 10, it is also possible that various types of fastening devices may be captured within or attached to the top wall 16 of the channel-shaped member to permit attachment of various types of sections to the concrete support in which the concrete insert 10 is positioned. Other types of fastening components or extensions, either integral with or attached to the top wall 16 of the channel-shaped member 12 may be used as desired.
  • a fastening insert for concrete comprising a channel-shaped section including an end wall integrally connected to generally opposed side walls, said side walls including generally opposed portions substantially normally directed relative to said end wall portion and portions generally flaring outwardly from said substantially normally directed portions, said flaring portions facilitating introduction of a secondary element within said channel-shaped member, said secondary element being a body of material cooperatively mounted within said side Walls and capable of creating a concrete void immediately behind the end wall thereof to enable a complementary fastening element to be driven therein without offering any substantial resistance to said complementary fastening element during attachment thereof to the end Wall of said channel-shaped member, means formed in at least one of said side Walls to retain said complementary element within the channel-shaped member, said side walls being laterally spaced from said secondary element for at least a part of the axial height thereof, and outwardly directed foot portions at the terminating extremities of said flaring portion, said aforesaid means for retaining said secondary element within said channelshaped member being a tab extending from the vicinity of the juncture of said out
  • a fastening insert for concrete comprising a channel-shaped section including an end wall integrally connected to generally opposed side walls, said side walls including generally opposed portions substantially normally directed relative to said end wall portion and portions generally flaring outwardly from said substantially normally directed portions, said flaring portions facilitating introduction of a secondary element within said channel-shaped member, said secondary element being a body of material cooperatively mounted within said side walls and capable of creating a concrete void immediately behind the end wall thereof to enable a complementary fastening element to be driven therein without offering any substantial resistance to said complementary fastening element during attachment thereof to the end Wall of said channel-shaped member, means formed in at least one of said side walls to retain said secondary element within the channel-shaped member, said side Walls being laterally spaced from said secondary element for at least a part of the axial height thereof, and outwardly directed foot portions at the terminating extremities of said flaring portion whereby said foot portions and the generally opposed side wall portions cooperate to securely retain the insert imbedded in the concrete when said fastening element is attached to the end wall of said channel
  • said generally opposed means comprises a pair of opposed tab means which extend inwardly and are inclined relative to the side wall with which such tab means is associated.
  • the fastening insert as defined in claim 2 said fastening insert being secured to a pre-cast concrete support, a section to be attached to the concrete support, and a headed fastening device which attaches the section to the concrete support, said section having a tapered hole extending therethrough which is configured and arranged relative to the head of the fastening device to prevent tilting thereof during attachment of the fastening device to the fastening insert.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

Dec. 8, 1970 F. K. KNOHL CONCRETE INSERT Filed July 5, 1968 INVENTOR. Fr/ear/ch Karl Knoh/ His Arr s CONCRETE INSERT Friedrich Karl Knohl, Roselle, I]l., assignor to Illinois Tool Works Inc., Chicago, 111., a corporation of Dela- Ware Filed July 3, 1968, Ser. No. 742,437 Int. Cl. E04b 2/20, 2/48 U.S. Cl. 52367 11 Claims ABSTRACT OF THE DISCLOSURE In assembling wood, metal and concrete sections to a concrete support, it has been the practice to drill holes in the concrete support into which are placed fastener devices which anchor themselves to the concrete support and at the same time provide attachment or fastening means which secures the wood, metal or concrete section to the concrete support. It will be readily apparent that drilling holes in a concrete support is time consuming, and further, fastener devices for mounting in such holes have been difficult to assemble to the concrete support as Well as to the section which is assembled thereto. As a result, various types of concrete inserts have been developed which can be placed within the concrete support prior to its hardening so as to be captured thereby while permitting access thereto for attaching various types of wood, metal and concrete sections to the concrete support. While concrete inserts have provided eflective individual attachment means, they generally require special mounting techniques prior to the pouring of the concrete to properly expose the insert for the subsequent fastening that is required. The time and expense inherent in such special mounting techniques has limited broader and consistent uses of concrete inserts in the construction industry. Further, the special mounting techniques for concrete inserts have imposed additional limitations on the fastening techniques to be employed as well as the versatility of the concrete insert to the many possible uses that may be required.
Accordingly, it an object of the present invention to provide an insert for pre-cast concrete or the like which overcomes the above-mentioned deficiencies.
More particularly, it is an object of the present invention to provide an insert for pre-cast concrete or the like which is capable of self-positionment and exposure of a surface thereof relative to one face of the pre-cast concrete to facilitate attachment of a fastening element thereto, and at the same time provide a concrete void immediately behind the exposed surface which offers substantially no resistance to a fastening element assembled to the concrete insert.
Another object of the present invention is the provision of an insert for pre-cast concrete or the like which alfords wide flexibility in both site alignment as well as the assembly of sections made from different types of material to the pre-cast concrete at a variety of locations.
Other objects of the present invention include the provision of insert for pre-cast concrete or the like which is of light weight and simple construction, capable of being manufactured and then assembled to a concrete support by fast, efficient and economical techniques, affords durability in use over long periods, and is otherwise well adapted for the purposes intended.
United States Patent ice The above and other objects of the present invention are attained by the provision of an insert for pre-cast concrete or the like which includes a top wall and side wall depending therefrom on opposite sides thereof to define a channel-shaped member, and a floating element mug within the channel-shaped member to position at least outer marginal surfaces of the top wall thereof substantially flush with the top surface of the concrete adjacent the insert prior to the setting of the concrete, the floating element also being capable of providing a concrete void immediately behind the top wall of the channel-shaped member and having substantially no resistance to a fastening element driven therein during attachment thereof to the top wall of the channel-shaped member. The floating element, which may also be characterized as the secondary element of the concrete insert, may also be capable of being received and retained by the channel-shaped member.
Reference is now made to the drawings wherein:
FIG. 1 is a perspective view of the preferred form of concrete insert which is constructed in accordance with the teachings of the present invention;
FIG. 2 is a fragmentary perspective view illustrating the manner in which concrete inserts, either in block or in stripform, of the type depicted in FIG. 1 are capable of being mounted into a pre-cast concrete support or the like;
FIG. 3 is an enlarged fragmentary end elevational view as viewed along line 33 in FIG. 2;
FIG. 4 is an end elevational view showing the manner in which a fastening element is mounted relative to the concrete insert and holds a pre-cast concrete panel relative to the pre-cast concrete support in which the concrete insert is mounted; and
FIG. 5 is an end elevational view showing a modified form of concrete insert which is used in conjunction with a corrugated metal panel and concrete support assembly.
Reference is first made to FIGS. 1-3 for a description of the preferred embodiment of the present invention. As best seen in these figures, the concrete insert 10 includes a primary metal channel-shaped member 12 into which is mounted a secondary element 14 which is designed to provide floatation of the concrete insert 10 prior to setting of the concrete into which it is positioned and at the same time provide a concrete void immediately behind the top wall 16 of the channel-shaped member for reasons which will appear hereinafter. Although the secondary element 14 can be configured or made from any material which will provide floatation and concrete void features just mentioned, it has been found that foamed polystyrene block material which is illustrated in FIGS. 1-4 of the drawings or gypsum are preferred constructions. The foamed polystyrene blocks 14 are formed in a generally rectangular cross-sectional shape and mounted within the channel-shaped member 12 as illustrated in the drawings.
The metal channel-shaped member may be made from sheet steel such as AISI 1010 in suitable thicknesses as desired. The channel-shaped member 12 is formed by suitable dies as a one-piece construction and includes a top wall 16 with side walls 18 depending therefrom on opposite sides thereof, each side wall 18 terminating in a foot portion 20 at the free extremity thereof which may be aligned, if desired, with the lower face of the foamed polystyrene block 14. Each of the side walls 18 flare or taper downwardly and outwardly from adjacent the juncture with the top wall 16 to facilitate introduction of the foamed polystyrene block 14 within the channelshaped member. It will be noted that each of the side walls 18 immediately adjacent the juncture with the top wall 16 first are directed downwardly for a short distance, then proceed downwardly and outwardly as illustrated. This permits the foamed polystyrene block to completely underlie the top wall 16 if it is configured to fill up the space as illustrated in the drawings so that there will be no concrete immediately below the top wall 16 of the channel-shaped member.
The downward and outward tapering or flare of the majority of the side walls 18, together with the laterally outwardly directed foot portion 20 associated with each side wall 18, provides a construction which can be securely retained in a concrete support 22 as best seen in FIGS. 2-3 upon hardening thereof.
Preferably, the channel-shaped member includes means for holding the foamed polystyrene block 14 therewithin. As shown in the drawing, such means may comprise an integral tab 24 struck from each of the side walls 18 and extending upwardly and inwardly relative thereto for engaging and retaining the foamed polystyrene block 14 within the channel-shaped member as best seen in FIG. 3 of the drawing. It is to be noted that each of the tab means is integrally hinged relative to a respective side wall along a line generally coincident with the juncture of the side wall 18 and associated foot portion 20. Thus, each of the tabs 24 are flexibly and hingedly mounted so as to provide the desired flexibility upon mounting of the foamed polystyrene block 14 within the channel-shaped member, but upon the complete interfitting movement of such components, the tabs 24 on each of the side walls 18 function as struck elements to prevent removal of the foamed polystyrene block 14. In this way, the foamed polystyrene block 14 is captured by the channel-shaped member 12 so that there will be no disassembly during use of the concrete insert.
The apertures 26 in each of the side walls 18 which are formed by the integral tabs 24 being struck from the side walls 18 enhances the retention of the concrete insert Within a concrete support 22. It will be readily understood that the concrete can easily flow through the apertures 26 so as to be positioned on opposite sides of each side wall 18, foot portion 20 and tab 24 as best seen in FIG. 3 to effectively retain the insert within the concrete support.
Since the channel-shaped member 12 and its associated foamed polystyrene block 14 are light weight in construction, the concrete insert will float during the concrete pour such that the top wall 16 of the channel-shaped member 12 can be positioned flush with the top surface or outer face of the concrete support 22. This is important in providing a large surface area over which a fastening device, such as the self-drilling and tapping screw 28 shown in FIG. 4, can be attached to the top wall of the channel-shaped member 12. For a specific description of one type of self-drilling and tapping screw, reference is made to US. Pat. 3,125,923. Where such a fastening element is used for attachment to the top wall of the channelshaped member 12, it is also important that there be a concrete void immediately behind the top wall 16 which offers substantially no resistance to a fastening element driven therein during attachment to the top wall 16.
Thus, in assembling a concrete section 30 to a concrete support 22 having a concrete insert 10 as shown in FIG. 4 of the drawings, a fastener device such as the selfdrilling and tapping screw 28 must be capable of penetrating the top wall 16 and attach itself relative thereto by tapping threads in the aperture which is formed by the self-drilling fastener 28 without encountering any substantial resistance beneath the top wall 16 of the channelshaped member 12 which could substantially hinder and reduce the desirability of using the concrete insert 10. All of the above features are obtained with the use of the concrete insert of the present invention. It will be noted that the concrete section 30 has a tapered hole 32 which aids in aligning the self-drilling and tapping fastener 28 or other equivalent fastener device during attachment to the concrete insert.
The concrete insert 10 of the present invention can be formed into short sections as shown at the left hand side of FIG. 2 or, alternatively, may be formed into elongated metal strips which are shown at the right hand side of 4 FIG. 2. The concrete insert can be formed in a variety of configurations, including closed figures, if such is desired.
Although the foamed polystyrene block 14 functions well in achieving the desired purposes, there are other ways of achieving the desired end. One example is shown in FIG. 5 of the drawings wherein the foamed polystyrene block or secondary element 14 is replaced by a complementary channel-shaped element 34 which is inverted with respect to the channel-shaped member 12, but is positioned within and retained by the channel-shaped member 12 in substantially the same manner as the foamed polystyrene block 14 in the FIGS. 14 embodiment. The inverted channel-shaped element 34, as will be seen in FIG. 5 of the drawings, clearly provides a concrete void immediately behind the top wall 16 of the channel-shaped member 12 which offers no resistance to a fastening element such as the self-drilling and tapping screw 32.
FIG. 5 also illustrates the use of the concrete insert 10 attaching corrugated metal strips 34 to the concrete support 22 by way of the self-drilling and tapping fastener 32 as illustrated. Thus, the concrete insert 10 provides the capability of attaching sections of different material and configurations to a concrete support as will be readily apparent.
While a self-drilling and tapping fastener 32 may be used in conjunction with the concrete insert 10, it is also possible that various types of fastening devices may be captured within or attached to the top wall 16 of the channel-shaped member to permit attachment of various types of sections to the concrete support in which the concrete insert 10 is positioned. Other types of fastening components or extensions, either integral with or attached to the top wall 16 of the channel-shaped member 12 may be used as desired.
From the foregoing, it will be appreciated that the concrete insert of the present invention affords wide flexibility in attaching various types of sections to a concrete support over a wide range of locations, without sacrificing economy, simplicity in construction or ease of intended use of the device. While the preferred embodiments of this invention have been shown and described herein, it is obvious that many structural details may be changed Without departing from the spirit and scope of the appended claims.
I claim:
1. A fastening insert for concrete comprising a channel-shaped section including an end wall integrally connected to generally opposed side walls, said side walls including generally opposed portions substantially normally directed relative to said end wall portion and portions generally flaring outwardly from said substantially normally directed portions, said flaring portions facilitating introduction of a secondary element within said channel-shaped member, said secondary element being a body of material cooperatively mounted within said side Walls and capable of creating a concrete void immediately behind the end wall thereof to enable a complementary fastening element to be driven therein without offering any substantial resistance to said complementary fastening element during attachment thereof to the end Wall of said channel-shaped member, means formed in at least one of said side Walls to retain said complementary element within the channel-shaped member, said side walls being laterally spaced from said secondary element for at least a part of the axial height thereof, and outwardly directed foot portions at the terminating extremities of said flaring portion, said aforesaid means for retaining said secondary element within said channelshaped member being a tab extending from the vicinity of the juncture of said outwardly directed foot portions and said side wall portions laterally spaced from said secondary element and extending inwardly a distance to permit same to engage said secondary element to assure positive retention of said element within said fastening insert whereby the arrangement of said opposed side walls, laterally spaced side wall portions, associated foot portions and retaining means all facilitate the secure retention of the insert Within the concrete when said complementary fastening element is attached to the end wall of said channel-shaped member.
2. A fastening insert for concrete comprising a channel-shaped section including an end wall integrally connected to generally opposed side walls, said side walls including generally opposed portions substantially normally directed relative to said end wall portion and portions generally flaring outwardly from said substantially normally directed portions, said flaring portions facilitating introduction of a secondary element within said channel-shaped member, said secondary element being a body of material cooperatively mounted within said side walls and capable of creating a concrete void immediately behind the end wall thereof to enable a complementary fastening element to be driven therein without offering any substantial resistance to said complementary fastening element during attachment thereof to the end Wall of said channel-shaped member, means formed in at least one of said side walls to retain said secondary element within the channel-shaped member, said side Walls being laterally spaced from said secondary element for at least a part of the axial height thereof, and outwardly directed foot portions at the terminating extremities of said flaring portion whereby said foot portions and the generally opposed side wall portions cooperate to securely retain the insert imbedded in the concrete when said fastening element is attached to the end wall of said channel-shaped member.
3. The insert as defined in claim 2 wherein the generally vertically directed portion of said side walls is located immediately adjacent the end wall thereof.
4. The insert as defined in claim 2 wherein the interconnecting portion at the juncture of said generally vertically directed portion and the end Wall is generally rounded.
5. The insert as defined in claim 2 wherein said secondary element is capable of causing the insert to float in unset concrete.
6. The insert as defined in claim 2 wherein said secondary element comprises a complementary channelshaped element which is inverted with respect to said first mentioned channel-shaped member.
7. The insert as defined in claim 2 wherein said secondary element comprises a one-piece, plastic material block.
8. The insert as defined in claim 2 wherein said onepiece, plastic material block consists of a lightweight, closed-cell structure.
9. The insert as defined in claim 2 wherein said onepiece, plastic material block is formed polystyrene.
10. The insert as defined in claim 2 wherein said generally opposed means comprises a pair of opposed tab means which extend inwardly and are inclined relative to the side wall with which such tab means is associated.
11. In combination, the fastening insert as defined in claim 2, said fastening insert being secured to a pre-cast concrete support, a section to be attached to the concrete support, and a headed fastening device which attaches the section to the concrete support, said section having a tapered hole extending therethrough which is configured and arranged relative to the head of the fastening device to prevent tilting thereof during attachment of the fastening device to the fastening insert.
References Cited UNITED STATES PATENTS 1,668,842 5/1928 Dudfield et al. 52374 2,410,299 10/ 1946 Murtagh 52374 3,181,486 5/1965 King 52599 3,221,588 12/1965 Wieber 52363 3,401,494 9/1968 Anderson 52363 3,420,032 1/1969 Felt 5273 1 FOREIGN PATENTS 838,452 6/ 1960 Great Britain 52373 960,909 11/1949 France 52367 FRANK L. ABBOTT, Primary Examiner I. L. RIDGILL, 111., Assistant Examiner US. 01. xi 52-372, 576, 73a
US742437A 1968-07-03 1968-07-03 Concrete insert Expired - Lifetime US3545152A (en)

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US3818665A (en) * 1972-12-01 1974-06-25 Johns Manville Block-type wall assembly and method of constructing the same
US3834103A (en) * 1970-08-10 1974-09-10 Illinois Tool Works Concrete insert
US3884004A (en) * 1973-07-27 1975-05-20 William L Douma Fastening insert for concrete structures
US4112646A (en) * 1977-02-14 1978-09-12 Clelland John J Pre-cast insulated wall structure
US4333290A (en) * 1979-05-10 1982-06-08 Arizona Diversified Products, Inc. Structural member for installation system
US4709517A (en) * 1986-06-02 1987-12-01 Architectural Wall Systems, Inc. Floor-to-ceiling wall system
US5110094A (en) * 1990-09-07 1992-05-05 Ppa Industries, Inc. B-shaped structural member and fastening system
US5584153A (en) * 1994-03-29 1996-12-17 Loadmaster Systems, Inc. Composite roof system with an improved anchoring mechanism
US6085480A (en) * 1997-05-08 2000-07-11 Baldwin; Robert A. Building block having a wooden attachment layer
NL1015826C2 (en) * 2000-07-27 2002-01-29 Wilma B V Foundation assembly for building structure comprises at least two foundation points, such as foundation columns, on which is placed elongated foundation beam, incorporating vertical rib extending over its length
US20080206420A1 (en) * 2002-07-05 2008-08-28 Mcfadden David H Air Fryer
US7484708B1 (en) * 2005-11-15 2009-02-03 Jessee Allen W Mold assembly for the production of concrete blocks
US20090049778A1 (en) * 2004-12-03 2009-02-26 Bluescope Steel Limited Wall construction
US20100071304A1 (en) * 2007-04-02 2010-03-25 Richardson George David Fastener-receiving components for use in concrete structures
US20100325984A1 (en) * 2008-01-21 2010-12-30 Richardson George David Stay-in-place form systems for form-work edges, windows and other building openings
US20110131914A1 (en) * 2009-04-27 2011-06-09 Richardson George David Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US20120043698A1 (en) * 2010-08-18 2012-02-23 Douglas Delmonico Methods for construction of slab track railroads
US20130004705A1 (en) * 2011-07-01 2013-01-03 Jaffe Jonathan E Embedded receiver for fasteners
US9080337B2 (en) 2007-11-09 2015-07-14 Cfs Concrete Forming Systems Inc. Connector components for form-work systems and methods for use of same
US9206614B2 (en) 2011-11-24 2015-12-08 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with engaging and abutting connections
US9273479B2 (en) 2009-01-07 2016-03-01 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9273477B2 (en) 2009-02-18 2016-03-01 Cfs Concrete Forming Systems Inc. Clip-on connection system for stay-in-place form-work
US9315987B2 (en) 2012-01-05 2016-04-19 Cfs Concrete Forming Systems Inc. Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components
US9441365B2 (en) 2011-11-24 2016-09-13 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with anti-deformation panels
US9453345B2 (en) 2012-01-05 2016-09-27 Cfs Concrete Forming Systems Inc. Panel-to-panel connections for stay-in-place liners used to repair structures
US9783991B2 (en) 2013-12-06 2017-10-10 Cfs Concrete Forming Systems Inc. Structure cladding trim components and methods for fabrication and use of same
US9982444B2 (en) 2014-04-04 2018-05-29 Cfs Concrete Forming Systems Inc. Liquid and gas-impermeable connections for panels of stay-in-place form-work systems
US10022825B2 (en) 2010-07-06 2018-07-17 Cfs Concrete Forming Systems Inc. Method for restoring, repairing, reinforcing, protecting, insulating and/or cladding a variety of structures
US10151119B2 (en) 2012-01-05 2018-12-11 Cfs Concrete Forming Systems Inc. Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same
US10731333B2 (en) 2015-12-31 2020-08-04 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
US11180915B2 (en) 2017-04-03 2021-11-23 Cfs Concrete Forming Systems Inc. Longspan stay-in-place liners
US11512483B2 (en) 2017-12-22 2022-11-29 Cfs Concrete Forming Systems Inc. Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures
US11674322B2 (en) 2019-02-08 2023-06-13 Cfs Concrete Forming Systems Inc. Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures

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US9080337B2 (en) 2007-11-09 2015-07-14 Cfs Concrete Forming Systems Inc. Connector components for form-work systems and methods for use of same
US10280636B2 (en) 2007-11-09 2019-05-07 Cfs Concrete Forming Systems Inc. Connector components for form-work systems and methods for use of same
US20100325984A1 (en) * 2008-01-21 2010-12-30 Richardson George David Stay-in-place form systems for form-work edges, windows and other building openings
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US12037801B2 (en) 2009-01-07 2024-07-16 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US10662661B2 (en) 2009-01-07 2020-05-26 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9879436B2 (en) 2009-01-07 2018-01-30 Cfs Concrete Forming Systems Inc Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US11512484B2 (en) 2009-01-07 2022-11-29 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9359780B2 (en) 2009-01-07 2016-06-07 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9273479B2 (en) 2009-01-07 2016-03-01 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US9273477B2 (en) 2009-02-18 2016-03-01 Cfs Concrete Forming Systems Inc. Clip-on connection system for stay-in-place form-work
US20110131914A1 (en) * 2009-04-27 2011-06-09 Richardson George David Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US8943774B2 (en) 2009-04-27 2015-02-03 Cfs Concrete Forming Systems Inc. Methods and apparatus for restoring, repairing, reinforcing and/or protecting structures using concrete
US10022825B2 (en) 2010-07-06 2018-07-17 Cfs Concrete Forming Systems Inc. Method for restoring, repairing, reinforcing, protecting, insulating and/or cladding a variety of structures
US20120043698A1 (en) * 2010-08-18 2012-02-23 Douglas Delmonico Methods for construction of slab track railroads
US20130004705A1 (en) * 2011-07-01 2013-01-03 Jaffe Jonathan E Embedded receiver for fasteners
US9080291B2 (en) * 2011-07-01 2015-07-14 Jonathan E. Jaffe Embedded receiver for fasteners
US9206614B2 (en) 2011-11-24 2015-12-08 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with engaging and abutting connections
US9441365B2 (en) 2011-11-24 2016-09-13 Cfs Concrete Forming Systems Inc. Stay-in-place formwork with anti-deformation panels
US9453345B2 (en) 2012-01-05 2016-09-27 Cfs Concrete Forming Systems Inc. Panel-to-panel connections for stay-in-place liners used to repair structures
US9790681B2 (en) 2012-01-05 2017-10-17 Cfs Concrete Forming Systems Inc. Panel-to-panel connections for stay-in-place liners used to repair structures
US10151119B2 (en) 2012-01-05 2018-12-11 Cfs Concrete Forming Systems Inc. Tool for making panel-to-panel connections for stay-in-place liners used to repair structures and methods for using same
US9784005B2 (en) 2012-01-05 2017-10-10 Cfs Concrete Forming Systems Inc. Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components
US9315987B2 (en) 2012-01-05 2016-04-19 Cfs Concrete Forming Systems Inc. Systems for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures with locatable stand-off components
US9783991B2 (en) 2013-12-06 2017-10-10 Cfs Concrete Forming Systems Inc. Structure cladding trim components and methods for fabrication and use of same
US10450763B2 (en) 2014-04-04 2019-10-22 Cfs Concrete Forming Systems Inc. Liquid and gas-impermeable connections for panels of stay-in-place form-work systems
US9982444B2 (en) 2014-04-04 2018-05-29 Cfs Concrete Forming Systems Inc. Liquid and gas-impermeable connections for panels of stay-in-place form-work systems
US11053676B2 (en) 2015-12-31 2021-07-06 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
US11499308B2 (en) 2015-12-31 2022-11-15 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
US10731333B2 (en) 2015-12-31 2020-08-04 Cfs Concrete Forming Systems Inc. Structure-lining apparatus with adjustable width and tool for same
US11180915B2 (en) 2017-04-03 2021-11-23 Cfs Concrete Forming Systems Inc. Longspan stay-in-place liners
US11821204B2 (en) 2017-04-03 2023-11-21 Cfs Concrete Forming Systems Inc. Longspan stay-in-place liners
US11512483B2 (en) 2017-12-22 2022-11-29 Cfs Concrete Forming Systems Inc. Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures
US11761220B2 (en) 2017-12-22 2023-09-19 Cfs Concrete Forming Systems Inc. Snap-together standoffs for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures
US11674322B2 (en) 2019-02-08 2023-06-13 Cfs Concrete Forming Systems Inc. Retainers for restoring, repairing, reinforcing, protecting, insulating and/or cladding structures

Also Published As

Publication number Publication date
BR6910294D0 (en) 1973-02-01
BE735428A (en) 1969-12-01
GB1229353A (en) 1971-04-21
NL6910068A (en) 1970-01-06
FR2012265A1 (en) 1970-03-13
SE365277B (en) 1974-03-18
DE1933217B2 (en) 1975-06-12
DE1933217A1 (en) 1970-01-29
JPS5029250B1 (en) 1975-09-22

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