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WO1998002625A1 - Ameliorations apportees aux ouvrages en beton ou concernant ce type d'ouvrages - Google Patents

Ameliorations apportees aux ouvrages en beton ou concernant ce type d'ouvrages Download PDF

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Publication number
WO1998002625A1
WO1998002625A1 PCT/GB1997/001602 GB9701602W WO9802625A1 WO 1998002625 A1 WO1998002625 A1 WO 1998002625A1 GB 9701602 W GB9701602 W GB 9701602W WO 9802625 A1 WO9802625 A1 WO 9802625A1
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WO
WIPO (PCT)
Prior art keywords
columns
column
joint
concrete
metal plate
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.)
Ceased
Application number
PCT/GB1997/001602
Other languages
English (en)
Inventor
Raymond Gabriel O'rourke
Colin Richard Banks
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.)
R O'ROURKE AND SON Ltd
Original Assignee
R O'ROURKE AND SON Ltd
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
Priority claimed from GBGB9614960.4A external-priority patent/GB9614960D0/en
Application filed by R O'ROURKE AND SON Ltd filed Critical R O'ROURKE AND SON Ltd
Priority to EP97926118A priority Critical patent/EP0986680B1/fr
Priority to DE69714864T priority patent/DE69714864T2/de
Priority to AU31002/97A priority patent/AU722320B2/en
Publication of WO1998002625A1 publication Critical patent/WO1998002625A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or parts

Definitions

  • the customary practice at present is for concrete columns to be individually cast in situ, which involves the erection of formwork for each column, pouring concrete into the erected formwork, waiting for the concrete to set .and then dismantling the formwork, all of which is time-consuming and labour-intensive.
  • GB 1039126 (Laing) relates to joints between structural members.
  • GB 591431 (Lee) relates to reinforced concrete columns.
  • FIG. 1 is a plan view of a female part -joint
  • FIG. 4 is a section on line 4-4 of FIG. 3;
  • FIGS. 5 to 12 illustrate the concrete structure embodying the invention, including metal joints between adjacent pairs of columns; more particularly:-
  • FIG. 5 is a schematic side elevational view of a stage in the construction of the concrete structure embodying the invention.
  • FIG. 6 is a partial, side elevational, sectioned view illustrating the bottom end of a bottom column of the concrete structure, erected upon a concrete base;
  • FIG. 7 is a diagrammatic illustration, to a much smaller scale than any of the preceding
  • FIGS. 8 to 12 are views, to a still smaller scale than FIG. 7, illustrating successive stages in the construction of the concrete structure embodying the invention
  • FIG. 13 is a plan view of one possible arrangement of apparatus for precasting a line of, say, four concrete columns simultaneously, already inter-connected with each other;
  • FIG. 13A is a scrap sectional view of an infill in FIG. 13;
  • FIG. 14 is a part view of a modified arrangement of the apparatus, for making columns of slightly different dimensions;
  • FIG. 17 is a sectional view on plane XVII-XVII in FIG. 16;
  • FIG. 18 is a sectional view on plane XVIII-XVIII in FIG. 16;
  • FIG. 19 is a scrap view illustrating a locking mechanism for a scissor linkage in the deck unit of FIGS. 15 to 18;
  • FIG. 22 is a partial view of the deck unit, equipped to cast a column of circular cross- section;
  • FIG. 25 is a view of FIG. 24 in the direction of arrows XXV-XXV;
  • FIG. 26 (c.f. FIG. 12) illustrates a modified structure:
  • FIG. 27 (c.f. FIG. 5) is an enlargement of part of the modification;
  • FIG. 28 is a scrap view of a modification to a part XXVIII of the apparatus shown in FIG. 15, in order to cast columns for the modification shown in FIGS. 26 and 27.
  • a first part-joint, or female part-joint, 20 comprises a female part-joint plate 21, a backing plate 22, a locating tube 23 and an end plate 24.
  • the joint plate 21 and the backing plate 22 are welded together, both being substantially square in overall shape as shown in FIG. 1.
  • the joint plate 21 and backing plate 22 are of steel.
  • Joint plate 21 is relatively thick and extremely strong. It is provided with four (or more) holes 25, which are internally tapped or screw-threaded.
  • the joint plate 21 is generally ring-shaped having a relatively wide, circular cut-out 26 with four equiangularly spaced ears, flanges or ledges 27 around the inside periphery thereof.
  • the backing plate 22 extends across substantially the whole of the underside of the joint plate 21 , including the hole 26. At the centre of the backing plate 22 is a relatively small hole 28, of substantially the same diameter as, and co-axial with the locating tube 23, which is welded to the underside of the backing plate 22 and depends downwardly from the latter.
  • the end plate 24, as its name suggests, is located at, and fixed to, the bottom end of the tube 23.
  • the backing plate 22 has four (or more) holes 29, which are untapped, in alignment with the holes 25 of the joint plate 21.
  • the female part- joint 20 comprises a stop 30, the function of which will be explained hereinafter, welded to the underside of the end of one of the ears, flanges or ledges 27 as shown in FIGS. 1 and 2.
  • a second part-joint, or male part-joint, 31 comprises a male part-joint plate 32 and a locating pin 33.
  • the male part-joint plate 32 is substantially circular in shape, except for four equiangularly spaced, outwardly projecting, ears, flanges or ledges 34 (adapted to engage the female part-joint 20 between the backing plate 22 and the four ears, flanges or ledges 27).
  • the male part- joint plate 32 is provided with four (or more) internally tapped, or screw-threaded holes 35 which are equiangularly spaced apart. At the centre of the male part-joint plate 32 is a relatively small hole 36.
  • the male part-joint plate 32 is formed by being cut-out from the inside of the female part-joint plate 21, thereby forming the cut-out 26 with the ledges 27 in the latter and forming the ledges 34 in the former.
  • the female part-joint, or first part-joint, 20 When, in use as described hereinafter, the female part-joint, or first part-joint, 20 is mated with the male part-joint, or second part-joint, 31 the bottom surface 38 (FIG. 4) of the male part-joint plate 32 rests directly upon the backing plate 22 (FIG. 2) of the female part-joint 20.
  • the backing plate 22 itself is, in use, backed and fully supported by floor concrete, as will become apparent from the following description.
  • Each female part-joint 20 and each male part-joint 31 is marked with a unique serial number, which has to be visible as the two part-joints 20, 31 are connected together, so as to join together two adjacent concrete columns, in the eventual concrete structure, as will be described below.
  • FIG. 5 illustrated in phantom outline is the upper end 51 of a precast concrete column 50. Also shown in phantom outline (see also FIG. 6) are reinforcement bars, or “rebars”, 52 and cross-links 54, interconnecting the rebars 52. The rebars 52 and the cross-links 54 .are embedded in a conventional manner in the precast column 50 at the time of casting the column 50, described hereinafter.
  • the top of the column is referenced 55. Resting upon the top of the column 55 is the underside 57 of a concrete floor 56.
  • the top side 58 of the concrete floor 56 is also shown in phantom outline.
  • the backing plate 22 of the female part-joint 20 is fully supported by concrete of the floor 56, and can therefore support the male part-joint plate 32 (see above).
  • the bottom end 61 of a second precast concrete column 60 is also shown in phantom outline.
  • the second concrete column 60 is cast with rebars 62 and cross-links 64 by way of reinforcement.
  • the reinforcement of the concrete columns 50, 60 is conventional.
  • anchor members 66 are fixed to the joint plate 21 of the female part -joint 20 and anchor the female part-joint 20 to the column 50 by extending downwardly from the joint plate 21 into the concrete of column 50, being embedded therein during the casting of the column 50.
  • the anchor members 66 are in the form of strong steel rods, the upper ends of which are screw threaded as shown and are screwed into the four (or more) tapped holes 25 at the comers of the joint plate 21.
  • a lock nut 68 is strongly tightened against the underside of the joint plate 21 so that the anchor member 66 cannot become loose and unscrew from the joint plate 21.
  • the anchor members 66 project above the top 55 of the column 50, so that the joint plate 21 is spaced above the top 55 of the column 50 (by the thickness of the concrete floor 56).
  • anchor members 70 anchor the male part-joint plate 31 to the bottom end 61 of column 60.
  • the anchor members 70 are likewise in the form of strong steel rods, whose bottom ends are screw threaded and are screwed into the holes 35, with a respective lock nut 73 on each rod 70 tightened against the top of the male part-joint plate 31 to prevent the anchor rod becoming loose and unscrewed.
  • the upper .anchor members 70 are embedded in the concrete of the column 60 during the casting of the column 60, so as to anchor the male part-joint 30 to the bottom 61 of column 60.
  • the annular bottom base 75 of the upper column 60, surrounding the male part-joint plate 31 , is relieved so that, even when the male part-joint plate 31 rests inside the female part-joint plate 21, the bottom face 75 of upper column 60 is spaced above the top surface 58 of concrete floor 56 and does not rest upon the latter, all the vertical load being transmitted through the male part-joint plate 31 to the backing plate 22, backed by concrete of the floor 56.
  • the ears, flanges or ledges 27, 34 of the female and the male part-joint plates 21 , 32 respectively function to withstand strong tension forces and/or bending moments at the joint between the lower and upper columns 50, 60.
  • the lower anchor bars 66 are holding the female part-joint plate 21 spaced above the top 55 of column 50.
  • the concrete floor 56 is cast, or laid, so that concrete of the floor 56 completely fills the space between the joint plate 21 and the top 55 of column 50.
  • the concrete is allowed to set, to form the floor 56 as shown.
  • the joint plate 21 is flush with the top surface 58 of floor 56.
  • starter bars there is no need for so-called "starter bars" to project upwardly from the floor 56 to form the next column 60.
  • the top of the floor 56 is flat and uninterrupted by any impedimenta, which can considerably facilitate the use of special machinery, not shown, for placing and finishing the floor slab 56, prior to positioning the next column 60 directly on top of the joint plate 21.
  • the column 60 is simply lifted by crane and positioned directly over the joint plate 20.
  • the locating pin 33 of the male part-joint 31 is introduced through the hole 28 into the locating tube 23 of the female part-joint 20.
  • the column 60 is lowered, with the ledges 34 being guided past the ledges 27, until the bottom 38 of the male part-joint plate 32 rests upon the backing plate 22, which is supported by the concrete of the floor 56.
  • the column 60 is then rotated through a small angle about its vertical axis, to move the ledges 34 underneath the ledges 27, until one ledge 34 abuts the stop 30.
  • the close manufacturing tolerances of the male and female part-joints 20, 31 result in the lower end 61 of the upper column 60 being held tightly in position and prevent the upper column 60 from leaning over.
  • the concrete base 81 itself is laid. Well before the concrete of the base 81 has been placed, the required position of the column 50 is determined and four vertical bolts 82 inside four respective, commercially available, tubes 83 are embedded as shown in the concrete of the base 81, with the bolt heads 84 resting at the bottoms of the tubes 83 against the undersides of four washers 85.
  • the tubes 83 serve to keep the concrete away from intimate, pressing contact with the bolts 82, so that the bolts 82 can be laterally adjusted in position if necessary, even after the concrete of the base 81 has set, or has started to set.
  • the base plate 86 is formed with holes to receive the bolts 82, the positions of the said holes corresponding to the positions of the bolts 82, which are outside of the column 50.
  • the column 50 is hoisted by crane into position, over the bolts 82, which are guided through the holes in the base plate 86, whereupon a nut 88 is put onto each bolt 82.
  • Layer 89 is a layer of grouting interposed in well-known manner between the concrete base 81 and the metal base plate 86.
  • the floor 56 and the upper column 60 can be respectively laid and erected as already described with reference to FIG. 5.
  • FIG. 9 illustrates the third stage, which is the laying of the floor 56, so that joint plate 21 is flush with the top floor surface 58.
  • FIG. 10 illustrates the fourth stage, which is the erection of the second column 60.
  • FIG. 10 illustrates the top of the second column already fitted with a female anchor 90 which is similar to the female part-joint 20 of FIGS. 1, 2 and 5 and which is anchored in exactly the same way during the precasting of column 60.
  • a given structure is to be, say, four columns high, then the columns themselves are preferably cast in lines of four; a record is made of the serial numbers of the three pairs of part-connectors between the four columns, and the relative order in which they are connected together; the columns (and/or connectors) may be marked in some way so that their relative rotational or angular positions before disconnection are known; and the four columns are temporarily stored, or racked, after being cast, in individually known positions, so that the columns can be individually retrieved later, as and when they are wanted, for eventual erection in the self-same lines of four columns each. This is best done by keeping records on computer.
  • this structure may for example have, at each level, longitudinal rows of, say, six columns each and transverse rows of four columns each, so that there are twenty- four columns at each level. This means that one has to cast twenty-four lines of columns with four columns in each line.
  • the bottom end column (such as column 50) will be taken of each line of columns.
  • the next column (such as column 60) will be taken of each line of columns.
  • the third column (such as column 92) will be taken of each line of columns, and so on.
  • FIG. 14 illustrates a slightly different arrangement of deck units 100 and one infill 102g, for making the bottom most column 50 a different length if required.
  • the apparatus comprises (FIG. 13) walers, or waling members 104, supported by the deck units 100 when casting the columns.
  • the apparatus also (FIG. 13) comprises adjustable side shutters 106.
  • Back-to-back pairs of rolled-steel-channels 112 are arranged as shown in FIG. 15, to provide structural rigidity.
  • Both panels 116 and 118 are shown in two alternative positions, namely, closed-in operative positions, shown in full lines, for the casting of the columns, and opened-out or striking positions, shown in broken lines, after casting has been completed.
  • the panel 1 16 is hinged to an upper base 120 on hinges 122, one at each end of the panel 1 16 (only one hinge 122 being shown).
  • the hinges 122 can be adjustably moved inwardly and outwardly, as illustrated by arrows 124, to accommodate columns of different widths.
  • the hinges 122 are each bolted to the base 120 by a bolt 121 , fitted with a nut 123, which can be undone to enable the position of the associated hinge 122 to be changed, after which the bolt 121 with its nut 123 can be done up again.
  • the panel 1 16 is held closed in, during casting, by a strut 126 which is provided with an over-centre knuckle joint 128, for setting .and releasing the strut 126 in well known manner.
  • FIG. 15 shows several of the struts 126, but without the knuckle joints 128.
  • the panel 118 is hinged on a hinge 130 to a vertical member 132, which depends downwardly from the base 120 and which is braced by a brace 133.
  • the panel 1 18 is held in, for casting, by a securing bolt 134 fitted with a nut 135.
  • a replaceable platform 139 is supported upon the upper base 120 by beams 137, so that the platform 139 is level with the bottom edges of side panels 1 16, 118, spaced above the base 120.
  • the lower ends of the two arms 140 are mounted in roller bearings 148 for sliding along the lower base 140 as indicated by arrows 150.
  • the lower ends of the arms 142 are pivoted on fixed pivots 152 to the lower base 144, whilst the upper ends of the arms 142 are mounted in roller bearings 154 for sliding along the upper base 120 as indicated by arrows 156, in the well known manner of a scissor linkage.
  • the pair of arms 140 cross the pair of arms 142, they .are all pivoted together on a cross member 158, to which the upper end of the jack 138 is connected.
  • the lower end of the jack 138 is pivoted on a fixed pivot 160 to the lower base 144.
  • FIG. 16 shows an optional top yoke 162 in phantom, for deeper columns.
  • FIG. 16 also shows in phantom an insert 164 (FIGS. 20 and 21) introduced for making columns of circular cross-section.
  • each locking mechanism 166 comprises a strut 168, pivoted at 170 to the roller bearing 148.
  • the locking mechanism 166 also comprises an adjusting bolt 170. In its lowered position, shown in full lines, the distal end of the strut 168 abuts the adjusting bolt 170, so that the scissor linkage 136 can not collapse.
  • the arm 168 may be raised to the position shown in phantom in FIG. 19, to permit outward movement of the roller bearing 148.
  • the insert 164 is in two halves 172, 174, bolted together at 176, 178.
  • the upper half 174 is provided with chutes 180, 182 for pouring the concrete into the insert 164.
  • the insert 164 rests upon the platform 135.
  • FIG. 23 shows one of a number of "A"- frames 190, mounted upon lockable wheels 192, and straddling a deck unit 112.
  • a crossbeam 194 of "A"-frame 190 is fitted with a lifting mechanism 196, terminating in a hook 198, from which the column, such as column 50, can be suspended, in a manner to be described.
  • each column is provided with internally screw threaded sockets 200 (see FIGS. 15 and 24).
  • each column is provided with two such sockets 200, one near each end as shown in FIG. 15.
  • each socket 200 is embedded in the column, such as column 60, so that a ringbolt 202 can be screwed into the socket 200 temporarily, to be removed later when no longer required.
  • the ringbolt 202 is engageable by the hook 198 of "A"-frame 190 so that the latter can be used to take the weight of the column, or even to lift the column if required.
  • three bent "rebars” (reinforcement bars) 204, 206 and 208 are embedded in the concrete as shown, and engage the screw threaded socket 200 to retain the latter securely in the column, so that the socket 200 and the ringbolt 202 will not be liable to be accidentally pulled off the column when under load.
  • all the sockets 200 are aligned along the tops of the columns, so that the positions of the sockets 200 can be used later as references in order to ensure that the columns in each line are reconnected, at the time of erecting the concrete structure, in the same angular relationship or rotational position.
  • FIGS. 24 and 25 show the rebars 204, 206 and 208 in full lines, it will be appreciated that the rebars are actually embedded in the concrete, out of sight. Indeed, whilst rebars 204 and 206 are embedded at a relatively shallow angle, so as to be relatively near the surface 210 of the concrete column, the rebar 208 is relatively deeply embedded, so as to distribute the load through the thickness of the column when the column is lifted by the ringbolt 202.
  • each column is supported by a plurality of deck units 1 12.
  • the deck units 112 After the columns have hardened, or set, one or other (but not all simultaneously) of the deck units 112 can be lowered, that is, the upper base 120 can be lowered, after the side panels 1 16, 1 18 have been "struck", or opened out, so that straps (not shown) can be passed around the column, where the upper base 120 has been lowered, and the straps can be hung from the hooks 198 of the "A"-frames 190.
  • each column can then be rotated about its axis, supported by the straps from the "A "-frames 190, through 45°, so as to disconnect the column from the remainder of the line of columns.
  • each column can be transported - by crane, fork-lift truck or whatever - to a storage site, where each column is stored until required for use.
  • each column it is preferred for each column to be stored in an individually recorded location so that the right column can be quickly retrieved when wanted. If the individual location in storage of each column is sufficiently reliably recorded, individual marked identification of each column, and/or of the part-connectors 20, 31 becomes superfluous, and vice versa. However, it might be thought prudent to identifiably mark each column, and/or the part-connectors 20, 31 in any case, in order to ensure correct connection subsequently.
  • a modified method of casting the columns instead of casting all four columns 50, 60, 92 and 93 simultaneously, they are cast in stages, for example, one or two (or even three) at a time. If one wished to cast the columns one at a time, one would start with column 50. Then, after the concrete of column 50 has fully set, one places column 50 adjacent where column 60 is to be cast, with the female part-connector 20 of column 50 already connected to the male part-connector of column 60, and casts column 60. Then, after the concrete of column 60 has fully set, one disconnects it from column 50, removes column 50, places column 60 where column 50 was previously placed, and proceeds to cast column 92 adjacent to column 60 in the same way as column 60 was cast adjacent to column 50.
  • One is not limited to casting only one column at a time.
  • the only limitation is that any column being cast is already connected, at the time of casting, to the column which will be immediately below it in the structure, so that proper vertical alignment of the columns can be ensured.
  • FIG. 26 illustrates a modification in which there are substantially no spaces between adjacent ends of a line of columns 50', 60' and 92'.
  • floor 56' is supported on brackets 220 which are bolted to the top of column 50'
  • floor 91 ' is supported on similar brackets 220 which are bolted to the top of column 60'.
  • FIG. 27 illustrates the modification in greater detail.
  • the top 55' of column 50' is substantially flush with the plate 21 and also flush with the top 58' of floor 56'.
  • rebars 52' extend correspondingly further along column 50'.
  • sockets (not shown) are embedded in the column in substantially the same way as the sockets 200 in FIG. 24, with the load distributed through the column by bent rebars similar to the rebars 204, 206 and 208 of FIGS. 24 and 25; bolts (221) for securing the brackets 220 are then screwed into the sockets.
  • FIG. 28 illustrates a modification to part of FIG. 15 for casting columns 60' and 92'. More particularly, in place of the two stop-end plates 1 1 1 , 1 13 and the struts 1 15 and supports 1 17, there is but a single stop-end plate 1 11 ' which accommodates the connector 20, 31. The small clearance between the adjacent ends of columns 60', 92' is just the thickness of the stop-end plate 11 1 '.
  • FIGS. 26, 27 and 28 is not believed to be as good, overall, as the arrangement described with reference to, and illustrated in, FIGS. 1 to 25. However, it is included in order to show that, although spacing adjacent ends of the concrete columns apart is preferred, it is not absolutely essential.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

Des colonnes de béton alignées (50, 60, 92, 93) coulées simultanément sont préalablement reliées entre elles par des connecteurs métalliques à deux parties (20, 31), à savoir une partie inférieure (20) ancrée sur chaque colonne inférieure ou au sommet de celle-ci (50, 60, 92) et une partie supérieure (31) ancrée sur chaque colonne supérieure ou au sommet de celle-ci (60, 92, 93). Les colonnes (50, 60, 92, 93) sont ensuite séparées par séparation des connecteurs métalliques (20, 31) et stockées dans un ordre connu, pour être ultérieurement reliées à nouveau dans le même ordre, dans un ouvrage en béton avec plancher en béton. L'ordre en question est le suivant: chaque ligne de colonnes verticales (50, 60, 92, 93) de la structure finale est identique à la ligne de colonnes verticales (50, 60, 92, 93) coulées au tout début de l'opération. Dans l'ouvrage proprement dit, une fois que le premier niveau de colonnes (50) a été dressé, on pose le premier plancher de béton (56) sur les sommets des colonnes (50) en remplissant l'espace compris entre le sommet (55) de chaque colonne inférieure (50) et une plaque (21) faisant partie de la partie inférieure du connecteur (20), de telle sorte que ladite plaque (21) se trouve à fleur de la surface supérieure (58) du plancher (56), ce qui permet d'aligner la deuxième colonne (60). On dresse ensuite le deuxième niveau de colonnes préablablement moulées (60) en reliant les connecteurs métalliques (20, 31).
PCT/GB1997/001602 1996-07-16 1997-06-13 Ameliorations apportees aux ouvrages en beton ou concernant ce type d'ouvrages Ceased WO1998002625A1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP97926118A EP0986680B1 (fr) 1996-07-16 1997-06-13 Ameliorations apportees aux ouvrages en beton ou concernant ce type d'ouvrages
DE69714864T DE69714864T2 (de) 1996-07-16 1997-06-13 Verbesserte betonkonstruktion
AU31002/97A AU722320B2 (en) 1996-07-16 1997-06-13 Improvements in or relating to concrete structures

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
GBGB9614960.4A GB9614960D0 (en) 1996-07-16 1996-07-16 Improvements in or relating to concrete structures
GB9614960.4 1996-07-16
GB9616989A GB2315287B (en) 1996-07-16 1996-08-13 Improvements in or relating to concrete structures
GB9616989.1 1996-08-13

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WO1998002625A1 true WO1998002625A1 (fr) 1998-01-22

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EP (1) EP0986680B1 (fr)
AU (1) AU722320B2 (fr)
DE (1) DE69714864T2 (fr)
WO (1) WO1998002625A1 (fr)

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EP1057950A3 (fr) * 1999-06-04 2001-10-17 Pfeifer Holding GmbH & Co. KG Dispositif de liaison de deux éléments de construction
EP1130184A3 (fr) * 2000-02-29 2001-12-12 Horst Prof. Dr.-Ing. Falkner Pilier en béton armé
EP1426508A3 (fr) * 2002-12-04 2005-07-06 Maba Fertigteilindustrie GmbH Connexion d'éléments préfabriqués en béton
EA010209B1 (ru) * 2007-05-23 2008-06-30 Общество С Ограниченной Ответственностью «Научно-Технический И Экспериментально-Проектный Центр "Аркос"» Сборная железобетонная колонна, стык сборных колонн и способ выполнения стыка
EA010212B1 (ru) * 2007-05-23 2008-06-30 Общество С Ограниченной Ответственностью «Научно-Технический И Экспериментально-Проектный Центр "Аркос"» Сборная железобетонная колонна
EP1916360A3 (fr) * 2006-10-24 2010-03-24 Raymond Maguire Structure d'immeuble
US20150322665A1 (en) * 2012-12-18 2015-11-12 Peikko Group Oy Column shoe
CN117027164A (zh) * 2023-09-21 2023-11-10 汇通建设集团股份有限公司 一种装配式混凝土框架梁柱干式连接节点及其连接方法

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KR100470235B1 (ko) * 1997-05-29 2005-02-07 호치키 가부시키가이샤 광전자 스모크 센서용 광 투사 장치

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB591431A (en) * 1945-05-07 1947-08-18 Donovan Henry Lee Improvements in reinforced concrete columns
FR1186339A (fr) * 1956-09-24 1959-08-20 Dispositif de jonction de sections de colonne particulièrement en béton, comprenant deux éléments terminaux destinés à être accouplés mutuellement
FR1381843A (fr) * 1964-02-05 1964-12-14 Travaux Pour La Construction E Procédé pour la pose, le réglage et la mise en charge d'éléments préfabriqués pour la construction

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB591431A (en) * 1945-05-07 1947-08-18 Donovan Henry Lee Improvements in reinforced concrete columns
FR1186339A (fr) * 1956-09-24 1959-08-20 Dispositif de jonction de sections de colonne particulièrement en béton, comprenant deux éléments terminaux destinés à être accouplés mutuellement
FR1381843A (fr) * 1964-02-05 1964-12-14 Travaux Pour La Construction E Procédé pour la pose, le réglage et la mise en charge d'éléments préfabriqués pour la construction

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1057950A3 (fr) * 1999-06-04 2001-10-17 Pfeifer Holding GmbH & Co. KG Dispositif de liaison de deux éléments de construction
EP1130184A3 (fr) * 2000-02-29 2001-12-12 Horst Prof. Dr.-Ing. Falkner Pilier en béton armé
EP1426508A3 (fr) * 2002-12-04 2005-07-06 Maba Fertigteilindustrie GmbH Connexion d'éléments préfabriqués en béton
EP1916360A3 (fr) * 2006-10-24 2010-03-24 Raymond Maguire Structure d'immeuble
EA010209B1 (ru) * 2007-05-23 2008-06-30 Общество С Ограниченной Ответственностью «Научно-Технический И Экспериментально-Проектный Центр "Аркос"» Сборная железобетонная колонна, стык сборных колонн и способ выполнения стыка
EA010212B1 (ru) * 2007-05-23 2008-06-30 Общество С Ограниченной Ответственностью «Научно-Технический И Экспериментально-Проектный Центр "Аркос"» Сборная железобетонная колонна
US20150322665A1 (en) * 2012-12-18 2015-11-12 Peikko Group Oy Column shoe
US9512610B2 (en) * 2012-12-18 2016-12-06 Peikko Group Oy Column shoe
CN117027164A (zh) * 2023-09-21 2023-11-10 汇通建设集团股份有限公司 一种装配式混凝土框架梁柱干式连接节点及其连接方法
CN117027164B (zh) * 2023-09-21 2024-05-24 汇通建设集团股份有限公司 一种装配式混凝土框架梁柱干式连接节点及其连接方法

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AU722320B2 (en) 2000-07-27
DE69714864T2 (de) 2003-05-15
EP0986680B1 (fr) 2002-08-21
EP0986680A1 (fr) 2000-03-22
DE69714864D1 (de) 2002-09-26
AU3100297A (en) 1998-02-09

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