EP3310973B1 - Konstruktion vom typ einer fertigsäule und eines fertigbalkens - Google Patents

Konstruktion vom typ einer fertigsäule und eines fertigbalkens Download PDF

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Publication number
EP3310973B1
EP3310973B1 EP16728392.8A EP16728392A EP3310973B1 EP 3310973 B1 EP3310973 B1 EP 3310973B1 EP 16728392 A EP16728392 A EP 16728392A EP 3310973 B1 EP3310973 B1 EP 3310973B1
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EP
European Patent Office
Prior art keywords
beams
construction
columns
prefabricated
technique
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EP16728392.8A
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English (en)
French (fr)
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EP3310973A1 (de
Inventor
Libère Nitunga
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Classifications

    • 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
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • 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
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00—Shores or struts; Chocks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0237—Structural braces with damping devices
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/024—Structures with steel columns and beams
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2418—Details of bolting
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2451—Connections between closed section profiles
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor
    • 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
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696—Shear bracing

Definitions

  • the present invention relates to a technique for constructing prefabricated post and beam type buildings, whether of wood, reinforced concrete or any other material.
  • Reinforced concrete buildings of the post-beam type are rather rare, because it is more advantageous to make horizontal and vertical linkages, in one piece for each floor, as much as possible: reinforcement and concrete pouring.
  • posts and beams are widely used. They are always prefabricated and brought to construction sites to be assembled using various points and / or fittings.
  • the document FR 941.058 discloses a construction technique of the post and prefabricated beam type according to the preamble of claim 1.
  • the present invention relates to a construction technique of wood, reinforced concrete or any other material, which consists in using posts and beams prefabricated in the factory, and in making their connection on the construction site, on the one hand by a system of vertical and horizontal bracing, and on the other hand by a reinforced concrete junction at their intersection.
  • braces which securely hold the posts and beams in their final position as soon as their installation is completed. They make a connection that we describe here as peripheral, as opposed to the central connection made at the intersection of said posts and beams.
  • Threaded rods are the most suitable means of joining braces to posts and beams.
  • the central junction can itself be cast on site; we then speak of partial prefabrication, or prefabricated, and we then speak of total prefabrication.
  • the contact surface between a brace and a post or beam can be simple, without any special arrangement. In this case, if there is a force which tends to open or close the angle formed by the column and the beam, the bracing will play its role by opposing it. But so that the bracing does not slide along the post or the beam, the connecting rod will be stressed in shear and must therefore be of large section. To remedy this problem, roughness is provided on said surfaces, a notch in the post or beam, a notch in which a wedge fits at the end of the bracing, etc. Such a system prevents any risk of the bracing slipping against the post or against the beam in the event of a force tending to modify the angle formed by the post and the beam.
  • the external notch prevents the closing of said angle, and the internal notch prevents its opening.
  • the internal notch is longer than the external notch, and can even form an acute angle with the axis of the post or beam.
  • a joint is applied at their intersection. form of cement mortar for example.
  • bracing pieces There is no limit in the number or inclination of the bracing pieces, nor in the number or type of their attachment to posts or beams: bolts, dowels, rivets, nails, etc. The same applies to the connection between the terminal blocks and the ends of the posts and beams described below.
  • Partial prefabrication pouring the junction on site
  • the beams are prefabricated in the factory, with bars or waiting bars which will enter the junctions.
  • an area of around 20 cm is provided at the base which will be concreted on site at the time of their installation, with waiting bars.
  • waiting bars are provided at the top of the posts to form part of the junction, and to serve as waiting bars for the subsequent assembly of the post of the upper floor.
  • the reinforcement of the junction is prefabricated, either fully or partially. It can take the form of a metal frame, preferably welded.
  • the posts and beams whose reinforcement entering the junction is prefabricated are provided with small pieces of waiting iron on which will be welded the prefabricated reinforcement of the junction.
  • a complete terminal block with as many branches as there are posts and beams in this node will be connected to the ends of the posts and beams which enter the node.
  • the area of assembly of a branch of the block with a post or a beam can be cut along an oblique line, i.e. bevel, along a straight line, along a broken line, ie staircase, etc. .
  • terminal blocks as well as the ends of the posts and beams which form the junction, are manufactured in such a way as to provide them with high mechanical resistance: dense reinforcement and maximum dosage of concrete.
  • the contact surfaces have deep grooves or other forms of roughness, intended to prevent the relative movement of the elements to be connected.
  • Threaded rods are the most suitable means of joining posts and beams to terminal blocks.
  • the ends of the posts and beams which enter this node then take the form of a T to correspond to the dimensions of the terminal block thus formed.
  • the thickness of the different parts of the terminal block must take into account the thickness of the ends of the posts and beams to which it will be linked, so that the total thickness does not differ too much from the thickness of the posts and beams, for example 20 cm.
  • the central part of the terminal block which is not attached to any end of post or beam keeps the thickness of the posts and beams, 20 cm in our example.
  • the areas of the terminal block to which are attached only one end of a post or beam have a thickness of the order of 10 cm in our example, half the thickness of the structure of the construction. The same is true, mutatis mutandis, of the areas of the terminal block which are crossed by two ends.
  • the thickness of one end of a post or beam must in turn take account of the thickness of the other ends and of the branch of the terminal block with which they will be in contact in the knot, to make a total thickness of 20 cm in our example.
  • the assembly of posts and beams is usually done using various fittings.
  • the junction is made of reinforced concrete. It is then a question of securely fixing steel bars to the ends of the posts and beams, so that they have waiting bars which will participate in the production of said junction.
  • the present invention also takes advantage of cross nailing for good fixing of wooden braces, on posts and beams also in wood.
  • the zones which are liable to crack or burst due to intensive nailing are surrounded by compression fittings, which at the same time increases the pressure exerted on the nails used and therefore improves the connection produced.
  • the primary object of the invention is the most extensive prefabrication possible of the structure of buildings of the column and beam type, prefabrication which allows industrialization of this type of construction.
  • the main development which makes it possible to achieve this objective under the same technical conditions, or even better than in the conventional system, is the massive use of bracing in both the vertical and horizontal directions. They constitute a peripheral and solid junction which connects the posts and the beams on the one hand and the beams between them on the other hand.
  • the central junction which takes place at the intersection of posts and beams, can be carried out on site or prefabricated, and therefore industrialized, or at least highly standardized.
  • this modular lattice structure is lighter than a conventional structure.
  • the main constraint of the system is that the braces occupy the axis of the walls for more efficiency, which prevents or reduces the use of usual materials in the construction of walls such as bricks and blocks of all kinds. But this will push manufacturers to adopt more often the walls and walls suitable for this type of structure, for example the panels currently used in wooden construction.
  • Such a construction system is of special interest for regions with high seismic risk, since the building is light, consisting of a set of structurally self-sufficient units, highly triangulated and therefore very little deformable, all this at a relatively modest cost. .

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Electromagnetism (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Physics & Mathematics (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Tents Or Canopies (AREA)

Claims (6)

  1. Eine Technik für die Konstruktion von vorgefertigten Säulen (4) und Trägern (8, 12), unabhängig davon, ob sie aus Holz, Stahlbeton oder einem anderen Material bestehen,
    durch zwei Arten von Verbindungen zwischen den Säulen (4) und den Trägern (8, 12),
    einerseits periphere Verbindungen (6) bestehend aus vertikalen Streben (6), welche die Säulen (4) mit den benachbarten Trägern (8, 12) verbinden sowie horizontalen Streben (6), welche die benachbarte Träger (8, 12) untereinander verbinden,
    und zum anderen eine zentrale Verbindung (9, 11, 14, 16) aus Stahlbeton, an der Schnittstelle von Säulen (4) und Trägern (8, 12),
    die Anzahl und Neigung der Streben (6) ist nicht begrenzt,
    Technik, bei der die vorgefertigten Elemente verwendet werden, die die Struktur des Gebäudes bilden, nämlich Säulen (4), Träger (8, 12), vertikale und horizontale Streben (6) sowie Metallrahmen (9, 14) zur Verstärkung der zentralen Verbindung (9, 11, 14, 16),
    Der Zusammenbau dieser vorgefertigten Elemente auf der Baustelle erfolgt so, dass nach dem Aufstellen von Stützen (4) und Trägern (8, 12) und dem Verschweißen der vorgefertigten Verstärkungen in den Mittelverbindungen (9, 11, 14, 16), diese Säulen (4) und Träger (8, 12) durch so viele Streben (6) wie nötig in ihrer Position gehalten werden, so dass die Bauarbeiten fortgesetzt werden können, sofern die Betonierung der Mittelverbindungen für eine oder mehrere Ebenen der Konstruktion am Ende der Bauarbeiten auf einmal erfolgen kann, Technik, die dadurch gekennzeichnet ist, dass die Säulen (4) und Träger (8, 12) mit kurzen Ankereisen(16) versehen sind, an die die Verstärkung der vorgefertigten Metallrahmen (9, 14) der Verbindung geschweißt sind, mit Ausnahme der unteren und oberen Enden der Säulen (4), die mit Ankereisen (16) versehen sind, die an der Basis etwa 20 cm und oben 40 cm lang sind, wobei das untere Ende für die Verbindung mit dem Fundament (1) oder den Säulen (4) des unteren Stockwerks durch Betonieren vor Ort bei der Errichtung des Fundaments (1) oder des unteren Stockwerks vorgesehen ist.
  2. Eine Konstruktionstechnik nach Anspruch 1, bei der die zentrale Verbindung nicht auf der Baustelle realisiert wird, da sie in Form von Verbindungsblöcken vorgefertigt wird, an die mit den Enden der Säulen und Träger vor Ort verbunden werden.
  3. Eine Konstruktionstechnik nach Anspruch 2, bei der einer oder mehrere der vorgefertigten Verbindungsblöcken an den Ecken der angrenzenden Wände und Böden verbreitert werden, wobei die Enden der Säulen und daran befestigten Träger entsprechend verbreitert werden, damit sie an die Enden des Verbindungsblocks passen.
  4. Eine Konstruktionstechnik nach Anspruch 1, die ferner die Verwendung von Dichtungen, z. B. in Form von Zementmörtel, umfasst, um mögliche Abstände zwischen den einzelnen vorgefertigten Bauelementen zu verringern oder sogar zu eliminieren und auch um eine bestimmte Verbindung zwischen diesen Elementen zu erreichen.
  5. Eine Konstruktionstechnik nach Anspruch 1, bei der Säulen, Träger und Streben mit Antirutschvorrichtungen wie Kerben und Keilen versehen sind.
  6. Eine Konstruktionstechnik nach Anspruch 1, bei der im Holzbau Ankereisen durch Quervernagelung an den Enden der Pfosten und Balken fest fixiert werden und Haltebeschläge eingesetzt werden, um ein Reißen des Holzes zu verhindern und den Druck auf die Nägel zu erhöhen, wodurch die so hergestellte Verbindung weiter verbessert wird.
EP16728392.8A 2015-05-28 2016-05-25 Konstruktion vom typ einer fertigsäule und eines fertigbalkens Active EP3310973B1 (de)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
BI32115 2015-05-28
BI32515 2015-07-23
BI32915 2015-09-10
BI33316 2016-05-19
PCT/IB2016/053064 WO2016189476A1 (fr) 2015-05-28 2016-05-25 Construction type poteaux et poutres préfabriqués

Publications (2)

Publication Number Publication Date
EP3310973A1 EP3310973A1 (de) 2018-04-25
EP3310973B1 true EP3310973B1 (de) 2020-03-25

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EP16728392.8A Active EP3310973B1 (de) 2015-05-28 2016-05-25 Konstruktion vom typ einer fertigsäule und eines fertigbalkens

Country Status (13)

Country Link
US (1) US10494807B2 (de)
EP (1) EP3310973B1 (de)
JP (1) JP2018520285A (de)
KR (1) KR20180012809A (de)
CN (1) CN108138481B (de)
AU (1) AU2016268484A1 (de)
BR (1) BR112017025348A2 (de)
EA (1) EA034805B1 (de)
MX (1) MX2017014935A (de)
PE (1) PE20171773A1 (de)
TN (1) TN2017000477A1 (de)
WO (1) WO2016189476A1 (de)
ZA (1) ZA201800002B (de)

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CN111794373A (zh) * 2020-06-18 2020-10-20 华南理工大学 高强钢柱-普通钢梁-低屈服点钢腋撑可复位结构
CN111927090B (zh) * 2020-08-10 2021-10-22 湖南省第六工程有限公司 高层建筑梁式转换层钢管支撑施工结构及其施工方法
CN112832575B (zh) * 2020-12-28 2022-07-12 浙江天然建筑设计有限公司 一种预制装配式混凝土建筑及其设计方法
CN113374245B (zh) * 2021-06-29 2022-11-25 中冶建工集团有限公司 梁板后浇带临时支撑的施工方法
CN113374082A (zh) * 2021-07-27 2021-09-10 江西恒信检测集团有限公司 一种可拆卸连杆连接耗能摩擦型梁柱节点
CN114382169A (zh) * 2021-12-21 2022-04-22 曹大燕 基于斜支撑体系的建筑上层施工方法
CN114382170B (zh) * 2021-12-21 2024-01-30 曹大燕 一种上层预制竖向构件施工方法
CN117966960B (zh) * 2024-02-01 2024-10-18 上海建工四建集团有限公司 一种悬挂结构吊杆及其使用方法

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AU2016268484A1 (en) 2018-01-25
BR112017025348A2 (pt) 2018-07-31
EA034805B1 (ru) 2020-03-24
EA201700596A1 (ru) 2018-05-31
KR20180012809A (ko) 2018-02-06
US20180163389A1 (en) 2018-06-14
MX2017014935A (es) 2018-11-09
US10494807B2 (en) 2019-12-03
WO2016189476A1 (fr) 2016-12-01
EP3310973A1 (de) 2018-04-25
ZA201800002B (en) 2018-12-19
PE20171773A1 (es) 2017-12-21
JP2018520285A (ja) 2018-07-26
CN108138481B (zh) 2021-02-05
CN108138481A (zh) 2018-06-08
TN2017000477A1 (en) 2019-04-12

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