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US3394522A - Connecting apparatus for prefabricated structural elements - Google Patents

Connecting apparatus for prefabricated structural elements Download PDF

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Publication number
US3394522A
US3394522A US616230A US61623067A US3394522A US 3394522 A US3394522 A US 3394522A US 616230 A US616230 A US 616230A US 61623067 A US61623067 A US 61623067A US 3394522 A US3394522 A US 3394522A
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structural elements
bar
connecting members
projections
structural
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US616230A
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Maurer Fritz
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor
    • E04B1/046—Connections specially adapted therefor using reinforcement loops protruding from the elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
    • E04B1/6158—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by formlocking
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced

Definitions

  • An apparatus for connecting the abutting edges of a pair of prefabricated structural elements which includes connecting members anchored at intervals along the edge of each structural element and arranged in opposed pairs projecting into a recess between the elements.
  • the pairs of opposed connecting members are closely spaced along the abutting edges, and the overlapping free ends of each pair of opposed connecting members have openings therethrough.
  • the openings in the pairs are aligned to form a passage the width of which increases as the structural members are drawn together, while the height of the passage remains substantially constant.
  • the maximum width of the passage when the structural members are abutting, is substantially less than the height of the passage.
  • the apparatus also includes a bar having spaced wedge-like projections of similar width, inclined in the same sense, all of which extend from one edge of the bar and are spaced at the same intervals as the pairs of connecting members.
  • the maximum width of the bar measured at such wedge-like projections, is greater than the maximum width of the passages but less than the height of the passages.
  • the thickness of the bar is substantially less than the maximum width of the passages, so that the bar can be inserted through all of the passages to bring the narrow end of each wedge-like projection adjacent to one of such passages and can then be rotated 90.
  • the apparatus also includes force-exerting means at one end of the bar, positioned within the limits of the recess, for moving the bar longitudinally of the abutting edges of the structural elements to drive the wedge-like projections along the passages so as to draw the structural members together.
  • the invention relates to a connecting apparatus for prefabricated structural elements.
  • prefabricated structural elements are solidly connected together at the place of installation by means of mortar or similar bonding materials.
  • connection of the structural elements is effected by means of connecting members which are anchored in the structural elements and which are provided on the projecting end with an opening, the connection being made by means of an eccentric rod inserted through these openings.
  • This type of connection can be assembled quickly and conveniently.
  • it has the disadvantage that when it has been loosened as the result of the occurrence of fatigue of material or by vibration, it is no longer possible to tighten the connection.
  • the object of this invention is to provide a connecting apparatus for structural elements wherein the joining of the structural elements can be accomplished without hammering and in a short time, and it is possible to tighten a connection which has become loose.
  • the connecting apparatus according to the present invention is characterized in that the tightening apparatus and in that the greatest dimension of the cross-section of the bar with its projections is less than the diameter of the openings in the connecting members.
  • FIG. 1 a longitudinal section on the line 1-1 of FIG. 2 through two structural elements which are not fully joined together, with the connecting members and a tightening apparatus,
  • FIG. 2 a section through the structural elements, with the connecting members
  • FIG. 3 a longitudinal section on the line III-III of FIG. 4 through two structural elements which have been joined together, with the connecting members and a tightening apparatus,
  • FIG. 4 a section through the structural elements and the connecting members
  • FIG. 5 a section through the structural elements with connecting members which are held together by a modified tightening apparatus
  • FIG. 6 an elevation of structural elements into which have been cast connecting members which extend through the structural elements.
  • FIGS. 1 and 2 are fragmentary sectional views of two structural elements 1 and 2 which are to be joined together, and which are spaced from one another by a distance A.
  • Connecting members 3 are anchored fast in the structural elements 1 and 2.
  • the connecting members 3 are provided with openings 4 at their free ends.
  • the axes of the openings in all of the connecting members 3 which are attached to one of the structural elements are as nearly as possible in alignment with one another.
  • the openings of the connecting members 3 of the structural element 1 and the openings of the connecting members 3 of the structural element 2 partly overlap, so that a through passage 5, in the form of two sectors joined together, is provided.
  • this passage 5 there is a bar 6, on which are provided wedge-shaped projections (FIG. 3) at the same levels as the pairs of closely-spaced opposed connecting members 3 of the structural elements.
  • the bar penetrates all the openings of the connecting members, and has its ends extending beyond the outermost connecting members.
  • the spacing of the walls 4 of the openings which is the same as the spacing of the axis of the openings of all the connecting members secured to the structural element 1 from the axis of the openings of all of the connecting members secured to the structural element 2, is indicated at b and is greater than the distance A.
  • the dimensions of the bar 6 and of the wedge-shaped projections 7 are so chosen that the maximum width of the bar, measured at such wedge-like projections, is greater than the maximum width of the passage (FIG. 4) but is less than the height of such passage, so that the bar, when in the position shown in FIG. 2, can be inserted with its projections down through the passage 5 which is defined by two sectors of a circle.
  • the turning of the bar through 90 is performed when the narrow ends of the wedge-shaped projections are just below and adjacent to the passage 5 through the corresponding pairs of connecting members.
  • the inner surfaces of the openings 4 that are adjacent to the bar which abut the bar itself on one side and abut the sloping surfaces of the projections on the other side are forced apart by the wedge action, which causes the structural elements 1 and 2 to be drawn together the more firmly as the nut 9 is drawn up more tightly.
  • the maximum width of the passage 5, when the structural members are abutting is substantially less than the height of the passage.
  • connection becomes loosened in the course of time, as the result of fatigue of parts which are permanently subjected to tension or compression, it is possible to draw the nut 9 down further whereby the connection between the structural elements is again tightened.
  • the spacing of the wedge-shaped projections 7 is adjustable, as illustrated in FIG. 5, in order to match exactly the spacing of the connecting members.
  • This adjustability can be provided by making the length of the bar between two projections adjustable, for example by providing an upper section of the bar 6 with an internally threaded bore 13, and a lower section of the bar having fixed thereto a threaded stud 14, or by securing the projections adjustably upon the bar.
  • a pressure apparatus can be applied to the opposite end of the bar, as shown in FIG. 5.
  • the pressure apparatus may consist of a stirrup embracing the connecting members 3 and a hexagonal screw 16. It is only important that the direction of the movement imparted to the bar correspond with the direction of the arrow 17.
  • connecting elements which permit the distance of the axis of the opening from the structural element to be adjusted.
  • the adjusting members 8 and 9 may be mounted upon the structural elements by means of any desired mounting, or may be made in any special way.
  • the joint which exists between the two abutting structural elements may be straight, or may take any suitable form, for instance two planes forming an angle with one another. In this way, a suitable alignment may be produced in bringing the two structural elements together.
  • connecting members may be interconnected by means of rods 18 extending through the structural elements. Further such interconnected connecting members may be additionally connected together by means of cross members 19 inside the structural elements, so that such connecting apparatus can serve also to reinforce the structural elements.
  • Apparatus compressively connecting abutting edges of a pair of prefabricated structural elements comprising a plurality of similar connecting members anchored at intervals along the edge of each structural element, the connecting members of the two structural elements being arranged in opposed pairs and projecting from the elements into a recess between the elements, the pairs of opposed connecting members being closely spaced longitudinally of the abutting edges, the overlapping free ends of each pair of opposed connecting members having openings therethrough, the openings in said pairs being aligned to form a passage the width of which increases as the structural members are drawn together while the height of the passage remains substantially constant, the maximum width of such passage, when the structural members are abutting, being substantially less than the height of the passage; a bar having spaced wedge-like projections of similar width, inclined in the same sense, all of which extend from one edge of the bar and which are spaced at the same intervals as the pairs of connecting members, the maximum width of the bar, measured at such wedge-like projections, being greater than the maximum width of such passages but
  • said force-exerting means is a traction means comprising a threaded stud projecting from the end of the bar toward which the wedge-like projections are tapered and a supporting body bearing against at least one connecting member, said stud projecting through said supporting body, and adjustable means threadedly engaging said stud and bearing against said body.
  • said force-exerting means is a pressure means comprising a support body having one end linked to one pair of connecting members at the end of the bar away from which the projections are tapered and a member threadedly engaged with the opposite end of said support body, one end of said threaded member bearing against an end of said bar.
  • said bar comprises at least two separable sections, and threaded means adjustably interconnecting said sections between said wedge-like projections.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

F. MAURER 3,394,522 CONNECTING APPARATUSF'OR PREFABRICATED STRUCTURAL ELEMENTS July 30, 1968 2 Sheets-Sheet l v Filed Feb. l5. 1967 FILE. 4-
F. MAURER Jul 30, 1968 CONNECTING APPARATUS FOR PREFABRICATED STRUCTURAL ELEMENTS 2 Sheets-Sheet 2 Filed Feb. 15, 1967 United States Patent 3,394,522 CONNECTING APPARATUS FOR PREFABRI- CATED STRUCTURAL ELEMENTS Fritz Maurer, Gelterkinden, Switzerland Filed Feb. 15, 1967, Ser. No. 616,230
Claims priority, application Switzerland, Mar. 11, 1966, 3,516/66 4 Claims. (Cl. 52-583) ABSTRACT OF THE DISCLOSURE An apparatus for connecting the abutting edges of a pair of prefabricated structural elements, which includes connecting members anchored at intervals along the edge of each structural element and arranged in opposed pairs projecting into a recess between the elements. The pairs of opposed connecting members are closely spaced along the abutting edges, and the overlapping free ends of each pair of opposed connecting members have openings therethrough. The openings in the pairs are aligned to form a passage the width of which increases as the structural members are drawn together, while the height of the passage remains substantially constant. The maximum width of the passage, when the structural members are abutting, is substantially less than the height of the passage. The apparatus also includes a bar having spaced wedge-like projections of similar width, inclined in the same sense, all of which extend from one edge of the bar and are spaced at the same intervals as the pairs of connecting members. The maximum width of the bar, measured at such wedge-like projections, is greater than the maximum width of the passages but less than the height of the passages. The thickness of the bar is substantially less than the maximum width of the passages, so that the bar can be inserted through all of the passages to bring the narrow end of each wedge-like projection adjacent to one of such passages and can then be rotated 90. The apparatus also includes force-exerting means at one end of the bar, positioned within the limits of the recess, for moving the bar longitudinally of the abutting edges of the structural elements to drive the wedge-like projections along the passages so as to draw the structural members together.
The invention relates to a connecting apparatus for prefabricated structural elements.
In accordance with the methods heretofore known, prefabricated structural elements are solidly connected together at the place of installation by means of mortar or similar bonding materials. Also known are other arrangements in which the connection of the structural elements is effected by means of connecting members which are anchored in the structural elements and which are provided on the projecting end with an opening, the connection being made by means of an eccentric rod inserted through these openings. This type of connection can be assembled quickly and conveniently. However, it has the disadvantage that when it has been loosened as the result of the occurrence of fatigue of material or by vibration, it is no longer possible to tighten the connection.
Summary of the invention The object of this invention is to provide a connecting apparatus for structural elements wherein the joining of the structural elements can be accomplished without hammering and in a short time, and it is possible to tighten a connection which has become loose.
The connecting apparatus according to the present invention is characterized in that the tightening apparatus and in that the greatest dimension of the cross-section of the bar with its projections is less than the diameter of the openings in the connecting members.
Brief description of the drawings The subject of the invention is explained in more detail below, by way of example, by means of the annexed schematic drawings. The drawings show:
In FIG. 1 a longitudinal section on the line 1-1 of FIG. 2 through two structural elements which are not fully joined together, with the connecting members and a tightening apparatus,
In FIG. 2 a section through the structural elements, with the connecting members,
In FIG. 3 a longitudinal section on the line III-III of FIG. 4 through two structural elements which have been joined together, with the connecting members and a tightening apparatus,
In FIG. 4 a section through the structural elements and the connecting members,
In FIG. 5 a section through the structural elements with connecting members which are held together by a modified tightening apparatus, and
In FIG. 6 an elevation of structural elements into which have been cast connecting members which extend through the structural elements.
Description of the preferred embodiments FIGS. 1 and 2 are fragmentary sectional views of two structural elements 1 and 2 which are to be joined together, and which are spaced from one another by a distance A. Connecting members 3 are anchored fast in the structural elements 1 and 2. The connecting members 3 are provided with openings 4 at their free ends. The axes of the openings in all of the connecting members 3 which are attached to one of the structural elements are as nearly as possible in alignment with one another. The openings of the connecting members 3 of the structural element 1 and the openings of the connecting members 3 of the structural element 2 partly overlap, so that a through passage 5, in the form of two sectors joined together, is provided. In this passage 5 there is a bar 6, on which are provided wedge-shaped projections (FIG. 3) at the same levels as the pairs of closely-spaced opposed connecting members 3 of the structural elements. The bar penetrates all the openings of the connecting members, and has its ends extending beyond the outermost connecting members.
The spacing of the walls 4 of the openings, which is the same as the spacing of the axis of the openings of all the connecting members secured to the structural element 1 from the axis of the openings of all of the connecting members secured to the structural element 2, is indicated at b and is greater than the distance A.
When the bar has been turned on its longitudinal axis, as illustrated in FIGS. 3 and 4, then one is able to draw the bar upward in the direction of the arrow 12, by means of a traction apparatus consisting of a threaded stud 8 on the bar 6, a not 9, a pressure distributing washer 10 and a supporting body 11. By means of this quarter rotation and drawing upward of the bar, the common axis of the openings of all of the connecting members 3 of the structural element 1 is brought closer to the common axis of the openings of all of the connecting members 3 of the structural element 2, while the two structural elements are brought together by means of the adjusting members 8 and 9 which are located within the structural element 1. The said adjusting elements also cover the connecting apparatus so that the latter is not visible from the upper side of the structural elements.
The dimensions of the bar 6 and of the wedge-shaped projections 7 are so chosen that the maximum width of the bar, measured at such wedge-like projections, is greater than the maximum width of the passage (FIG. 4) but is less than the height of such passage, so that the bar, when in the position shown in FIG. 2, can be inserted with its projections down through the passage 5 which is defined by two sectors of a circle. The turning of the bar through 90 is performed when the narrow ends of the wedge-shaped projections are just below and adjacent to the passage 5 through the corresponding pairs of connecting members. Then when the bar is drawn upward by means of the traction apparatus, the inner surfaces of the openings 4 that are adjacent to the bar which abut the bar itself on one side and abut the sloping surfaces of the projections on the other side are forced apart by the wedge action, which causes the structural elements 1 and 2 to be drawn together the more firmly as the nut 9 is drawn up more tightly. As shown in FIG. 4, the maximum width of the passage 5, when the structural members are abutting, is substantially less than the height of the passage.
In the event that the connection becomes loosened in the course of time, as the result of fatigue of parts which are permanently subjected to tension or compression, it is possible to draw the nut 9 down further whereby the connection between the structural elements is again tightened.
Preferably the spacing of the wedge-shaped projections 7 is adjustable, as illustrated in FIG. 5, in order to match exactly the spacing of the connecting members. This adjustability can be provided by making the length of the bar between two projections adjustable, for example by providing an upper section of the bar 6 with an internally threaded bore 13, and a lower section of the bar having fixed thereto a threaded stud 14, or by securing the projections adjustably upon the bar.
Instead of the traction apparatus, a pressure apparatus can be applied to the opposite end of the bar, as shown in FIG. 5. The pressure apparatus may consist of a stirrup embracing the connecting members 3 and a hexagonal screw 16. It is only important that the direction of the movement imparted to the bar correspond with the direction of the arrow 17.
When the structural elements are made of material the dimensions of which change substantially under the influence of external conditions such as temperature and moisture, then it is preferable to use connecting elements which permit the distance of the axis of the opening from the structural element to be adjusted.
The adjusting members 8 and 9 may be mounted upon the structural elements by means of any desired mounting, or may be made in any special way. The joint which exists between the two abutting structural elements may be straight, or may take any suitable form, for instance two planes forming an angle with one another. In this way, a suitable alignment may be produced in bringing the two structural elements together.
In accordance with FIG. 6 the connecting members may be interconnected by means of rods 18 extending through the structural elements. Further such interconnected connecting members may be additionally connected together by means of cross members 19 inside the structural elements, so that such connecting apparatus can serve also to reinforce the structural elements.
I claim:
1. Apparatus compressively connecting abutting edges of a pair of prefabricated structural elements, said apparatus comprising a plurality of similar connecting members anchored at intervals along the edge of each structural element, the connecting members of the two structural elements being arranged in opposed pairs and projecting from the elements into a recess between the elements, the pairs of opposed connecting members being closely spaced longitudinally of the abutting edges, the overlapping free ends of each pair of opposed connecting members having openings therethrough, the openings in said pairs being aligned to form a passage the width of which increases as the structural members are drawn together while the height of the passage remains substantially constant, the maximum width of such passage, when the structural members are abutting, being substantially less than the height of the passage; a bar having spaced wedge-like projections of similar width, inclined in the same sense, all of which extend from one edge of the bar and which are spaced at the same intervals as the pairs of connecting members, the maximum width of the bar, measured at such wedge-like projections, being greater than the maximum width of such passages but less than the height of such passages, and the thickness of the bar being substantially less than the maximum width of such passages, so that the bar can be inserted through all of such passages, to bring the narrow end of each wedge-like projection adjacent to one of such passages, and then rotated and force-exerting means at one end of the bar and positioned within the limits of said recess for moving the bar longitudinally of the abutting edges of the structural elements to drive the wedge-like projections along the passages to thereby draw the structural members together.
2. Apparatus according to claim 1, characterized in that said force-exerting means is a traction means comprising a threaded stud projecting from the end of the bar toward which the wedge-like projections are tapered and a supporting body bearing against at least one connecting member, said stud projecting through said supporting body, and adjustable means threadedly engaging said stud and bearing against said body.
3. Apparatus according to claim 1, characterized in that said force-exerting means is a pressure means comprising a support body having one end linked to one pair of connecting members at the end of the bar away from which the projections are tapered and a member threadedly engaged with the opposite end of said support body, one end of said threaded member bearing against an end of said bar.
4. Apparatus according to claim 1, wherein said bar comprises at least two separable sections, and threaded means adjustably interconnecting said sections between said wedge-like projections.
References Cited UNITED STATES PATENTS 21,447 10/ 1929 Netherlands.
HENRY C. SUTHERLAND, Primary Examiner.
US616230A 1966-03-11 1967-02-15 Connecting apparatus for prefabricated structural elements Expired - Lifetime US3394522A (en)

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CH351666A CH452843A (en) 1966-03-11 1966-03-11 Device for connecting prefabricated components

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AT (1) AT273457B (en)
CH (1) CH452843A (en)
DE (1) DE1609438A1 (en)
FI (1) FI45480C (en)
FR (1) FR1512898A (en)
GB (1) GB1150338A (en)
NO (1) NO119701B (en)
SE (1) SE309100B (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3508369A (en) * 1968-04-11 1970-04-28 Arthur R Tennison Closure for an expansion joint
US3803788A (en) * 1968-06-19 1974-04-16 P Artmann Building construction and process for producing structural elements for such construction
US3952468A (en) * 1972-01-04 1976-04-27 Rene Soum Assembly of prefabricated prestressed concrete elements with the use of a poststressing link means
US4043090A (en) * 1975-09-26 1977-08-23 Ugo Viapiano Assembly of prefabricated elements for forming walls of planar and/or non-planar configuration
US4129968A (en) * 1976-06-28 1978-12-19 Fernand Royer Modular construction element
US4397583A (en) * 1977-08-16 1983-08-09 Charcon Tunnels Limited Tunnel linings
US4605336A (en) * 1984-07-12 1986-08-12 Slaw Sr Robert A Joint construction of concrete members
US5669196A (en) * 1996-02-13 1997-09-23 Dahl; Kjell L. Eye bolt reinforcement steel coupler
US6076319A (en) * 1995-10-03 2000-06-20 Hendershot; Gary L. Precast concrete construction and construction method
US7503719B1 (en) * 2000-10-23 2009-03-17 Ssl, Llc Connection systems for reinforcement mesh
US20110131905A1 (en) * 2009-12-07 2011-06-09 Paul Aumuller Cementitious deck or roof panels and modular building construction
EP3263795B1 (en) 2016-06-28 2019-05-15 Seng Wong Composite structural wall and method of construction thereof

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4080765A (en) * 1975-12-19 1978-03-28 Edilstart S.R.L. Building structure made of preformed reinforced elements
IT1185781B (en) * 1982-05-11 1987-11-18 Cohesion Trust PLATE, TUBE OR ITS SEGMENT, CONTINUOUS AND DILATABLE OF ORDINARY (OR PRECOMPRESSED) REINFORCED CONCRETE
GB2160560B (en) * 1984-06-22 1988-01-27 Qual Rect Ltd Modular building system
GB2190407A (en) * 1986-04-15 1987-11-18 Paul Lazenby Limited The connection of adjacent panels by releasable tongues
GB2192410A (en) * 1986-07-07 1988-01-13 Timothy Royall Gearing Edge strips for partitioning panels having reentrant keyways to take a locking strip
DE4032749A1 (en) * 1990-10-16 1992-04-23 Birkenmeier Baustoff Constructional system for buildings - uses large wall plates joined via splicing plates of flat material engaging through plate vertical face side apertures
AT500598B1 (en) * 2002-12-13 2007-01-15 Steel And Bridge Construction Arrangement and fastening piece to connect two building parts has connecting tab on each into which fastening piece is pushed whose cross-section is just less of cross-section of tab

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NL21447C (en) *
US1714024A (en) * 1927-06-09 1929-05-21 Helsing J Linus Collapsible wedge block
US2373409A (en) * 1942-02-27 1945-04-10 Wilbur V Myer Building construction
US2442184A (en) * 1946-07-08 1948-05-25 Frank C Summers Means for connecting together building blocks and other building units
US2462415A (en) * 1944-11-20 1949-02-22 Joseph S Nagel Building construction
US2810287A (en) * 1955-08-23 1957-10-22 Dale R Anderson Wall of pre-cast slabs
DE1200506B (en) * 1964-02-20 1965-09-09 Leopold Mueller Connection of prefabricated components with a longitudinal groove in their joint surfaces

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL21447C (en) *
US1714024A (en) * 1927-06-09 1929-05-21 Helsing J Linus Collapsible wedge block
US2373409A (en) * 1942-02-27 1945-04-10 Wilbur V Myer Building construction
US2462415A (en) * 1944-11-20 1949-02-22 Joseph S Nagel Building construction
US2442184A (en) * 1946-07-08 1948-05-25 Frank C Summers Means for connecting together building blocks and other building units
US2810287A (en) * 1955-08-23 1957-10-22 Dale R Anderson Wall of pre-cast slabs
DE1200506B (en) * 1964-02-20 1965-09-09 Leopold Mueller Connection of prefabricated components with a longitudinal groove in their joint surfaces

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3508369A (en) * 1968-04-11 1970-04-28 Arthur R Tennison Closure for an expansion joint
US3803788A (en) * 1968-06-19 1974-04-16 P Artmann Building construction and process for producing structural elements for such construction
US3952468A (en) * 1972-01-04 1976-04-27 Rene Soum Assembly of prefabricated prestressed concrete elements with the use of a poststressing link means
US4043090A (en) * 1975-09-26 1977-08-23 Ugo Viapiano Assembly of prefabricated elements for forming walls of planar and/or non-planar configuration
US4129968A (en) * 1976-06-28 1978-12-19 Fernand Royer Modular construction element
US4397583A (en) * 1977-08-16 1983-08-09 Charcon Tunnels Limited Tunnel linings
US4605336A (en) * 1984-07-12 1986-08-12 Slaw Sr Robert A Joint construction of concrete members
US6076319A (en) * 1995-10-03 2000-06-20 Hendershot; Gary L. Precast concrete construction and construction method
US5669196A (en) * 1996-02-13 1997-09-23 Dahl; Kjell L. Eye bolt reinforcement steel coupler
US7503719B1 (en) * 2000-10-23 2009-03-17 Ssl, Llc Connection systems for reinforcement mesh
US20090238639A1 (en) * 2000-10-23 2009-09-24 Ssl, Llc Connection systems for reinforcement mesh
US7857540B2 (en) 2000-10-23 2010-12-28 Ssl, Llc Connection systems for reinforcement mesh
US20110131905A1 (en) * 2009-12-07 2011-06-09 Paul Aumuller Cementitious deck or roof panels and modular building construction
EP3263795B1 (en) 2016-06-28 2019-05-15 Seng Wong Composite structural wall and method of construction thereof

Also Published As

Publication number Publication date
CH452843A (en) 1968-03-15
SE309100B (en) 1969-03-10
FR1512898A (en) 1968-02-09
FI45480B (en) 1972-02-29
FI45480C (en) 1972-06-12
GB1150338A (en) 1969-04-30
AT273457B (en) 1969-08-11
DE1609438A1 (en) 1970-03-26
NO119701B (en) 1970-06-22

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