TWI765471B - Scaffolding node, scaffolding section and installation method thereof - Google Patents

Scaffolding node, scaffolding section and installation method thereof Download PDF

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TWI765471B
TWI765471B TW109144353A TW109144353A TWI765471B TW I765471 B TWI765471 B TW I765471B TW 109144353 A TW109144353 A TW 109144353A TW 109144353 A TW109144353 A TW 109144353A TW I765471 B TWI765471 B TW I765471B
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scaffolding
sleeve
connecting sleeve
frame
node
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TW109144353A
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Chinese (zh)
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TW202212682A (en
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米基奇 埃爾查德
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德商Ｐｅｒｉ歐洲股份有限公司
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    • 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
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/20—Stiff scaffolding clamps for connecting scaffold members of common shape for ends of members only, e.g. for connecting members in end-to-end relation
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/22—Stiff scaffolding clamps for connecting scaffold members of common shape for scaffold members in end-to-side relation
    • 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
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
    • E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
    • E04G1/06—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section comprising members with rod-like or tubular portions fitting together end to end, with or without separate connecting pieces

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

本發明涉及一種腳手架節點，其用於連接在不同的空間方向上延伸的腳手架元件，包括：連接套筒，其被設置爲用於至少兩個腳手架元件的聯接點，其中連接套筒具有套筒壁，該套筒壁至少部分地包圍連接套筒中空的內部並具有中心軸，該中心軸在連接套筒的最長尺寸的方向上延伸，並在連接套筒的端面的俯視圖上看被佈置在其中間；以及，至少一個聯接元件，其用於連接手架節點與其他腳手架元件，其中聯接元件與套筒壁連接。連接套筒具有至少一個縫隙，該縫隙形成在套筒壁中，以縫隙長度平行於中心軸延伸並通入被佈置在連接套筒的端面的端部開口。本發明還涉及一種腳手架部段，其具有腳手架節點和其他的腳手架元件，以及，一種用於構建此類腳手架部段的方法。The invention relates to a scaffolding node for connecting scaffolding elements extending in different spatial directions, comprising a connecting sleeve which is provided as a connection point for at least two scaffolding elements, wherein the connecting sleeve has a sleeve wall which at least partially encloses the hollow interior of the connecting sleeve and has a central axis which extends in the direction of the longest dimension of the connecting sleeve and is arranged in a plan view of the end face of the connecting sleeve at and, at least one coupling element for connecting the scaffold node with other scaffold elements, wherein the coupling element is coupled with the sleeve wall. The connecting sleeve has at least one slot which is formed in the sleeve wall, extends with a slot length parallel to the central axis and opens into an end opening arranged on the end face of the connecting sleeve. The invention also relates to a scaffolding section with scaffolding nodes and other scaffolding elements, and a method for constructing such a scaffolding section.

Description

腳手架節點、腳手架部段及其安裝方法Scaffolding node, scaffolding section and installation method thereof

本發明涉及一種腳手架節點，其用於連接在不同空間方向上延伸的腳手架元件，該腳手架節點包括：連接套筒，其被設置爲用於至少兩個腳手架元件的聯接點，其中該連接套筒具有套筒壁，該套筒壁至少部分地包圍連接套筒中空的內部並且其具有中心軸，該中心軸在連接套筒的最長尺寸的方向上延伸，並且在連接套筒的端面的俯視圖上看被佈置在其中間；以及，至少一個聯接元件，其用於將腳手架節點與其他腳手架元件連接，其中聯接元件與套筒壁連接。連接套筒具有至少一個縫隙，其形成在套筒壁中，以縫隙長度平行於中心軸延伸，並且通入被佈置在連接套筒的端面的端部開口。本發明還涉及一種帶有腳手架節點和其他腳手架元件的腳手架部段，以及一種用於構造此種腳手架部段的方法。The invention relates to a scaffolding node for connecting scaffolding elements extending in different spatial directions, the scaffolding node comprising a connecting sleeve which is arranged as a connecting point for at least two scaffolding elements, wherein the connecting sleeve There is a sleeve wall which at least partially surrounds the hollow interior of the connecting sleeve and which has a central axis which extends in the direction of the longest dimension of the connecting sleeve and in a plan view of the end face of the connecting sleeve and, at least one coupling element for connecting the scaffolding node with other scaffolding elements, wherein the coupling element is connected with the sleeve wall. The connecting sleeve has at least one slot, which is formed in the sleeve wall, extends with the length of the slot parallel to the central axis, and opens into an end opening arranged at the end face of the connecting sleeve. The invention also relates to a scaffolding section with scaffolding nodes and other scaffolding elements, and a method for constructing such a scaffolding section.

腳手架在建築領域中被用於各種任務。立面腳手架（Fassadengerüste）被用於形成建築物的外表面，例如進行刷漆。立面腳手架通常以立面腳手架框架爲主要組件進行構造，而近來其也以模塊化腳手架進行構造。在土木工程中，支撐腳手架被用於將不同的建築構件移動就位並且保持在該處。此類建築構件例如爲混凝土預製件、鋼樑或鋼結構。此外，爲了建築物的建造，所需的元件（比如臨時結構或者模板）借助於支撐腳手架進行定位。最後，腳手架也能夠被用於維護或檢查領域，例如將工人在大型的加工廠，比如煉油廠安全地帶到待檢修的工廠部件處。通常來說，對於腳手架的基本要求是，其必須要容易運輸並且易於構建。支撐腳手架通常以支撐腳手架框架爲主要組件進行構造，而近來也有使用模塊化腳手架構造的。一般來說，支撐腳手架框架由兩個豎向桿（Vertikalstiel），由一個或兩個橫桿和由一個或兩個豎向支柱焊接在一起或者以其他方式而彼此固定連接。立面腳手架框架以類似的方式和方法進行製造。因此，支撐腳手架和立面腳手架的腳手架框架以類似方式構造。Scaffolding is used for various tasks in the field of construction. Façade scaffolding (Fassadengerüste) is used to form the outer surface of the building, eg for painting. Facade scaffolding is usually constructed with a façade scaffolding frame as the main component, and recently it is also constructed with modular scaffolding. In civil engineering, support scaffolding is used to move and hold various building elements in place. Such building elements are, for example, precast concrete parts, steel beams or steel structures. Furthermore, for the construction of the building, the required elements, such as temporary structures or formwork, are positioned by means of supporting scaffolding. Finally, scaffolding can also be used in maintenance or inspection areas, for example to safely bring workers in large processing plants, such as oil refineries, to plant components to be overhauled. Generally speaking, the basic requirement for scaffolding is that it must be easy to transport and easy to construct. Supporting scaffolding is usually constructed with a supporting scaffolding frame as the main component, and recently, modular scaffolding has also been used. In general, a supporting scaffold frame consists of two vertical bars (Vertikalstiel), one or two transverse bars and one or two vertical struts welded together or otherwise fixedly connected to each other. Facade scaffolding frames are manufactured in a similar manner and method. Therefore, the scaffolding frame supporting the scaffolding and the façade scaffolding is constructed in a similar manner.

作爲衆所周知的現有技術已知了以下的支撐腳手架，其由多個支撐腳手架框架共同組成並且以其他腳手架元件支撐。爲此，支撐腳手架框架被實現爲二維的，也就是說，其在一個平面內延伸。在大多數情況下，支撐腳手架框架具有矩形的形狀。支撐腳手架框架是支撐腳手架的基本單元。二維支撐腳手架框架通過支柱平面連接成三維腳手架。作爲支柱平面，常常使用所謂的支柱十字件（Strebenkreuze），其由兩個交叉的豎向對角件（Vertikaldiagonalen）共同組成或者通過由水平橫桿和豎向對角件的組合來形成。還已知以下支撐腳手架，其中，支撐腳手架框架的平面和支柱平面在豎向構造支撐腳手架時能夠交替地出現或者相互混合。對於使用支撐腳手架框架的支撐腳手架而言有利的是，其易於構造並且單個組件的實現簡單且成本低廉。由支撐腳手架框架形成的支撐腳手架通常作爲單個支撐腳手架塔（Traggerüsttürme）來構造和使用，其中這些支撐腳手架塔僅通過額外的材料和較大的成本來彼此連接，這可以被視爲一種缺點。Supporting scaffolds are known from the well-known prior art, which are composed of a plurality of supporting scaffolding frames and are supported by other scaffolding elements. For this purpose, the supporting scaffolding frame is realized two-dimensional, that is, it extends in one plane. In most cases, the supporting scaffolding frame has a rectangular shape. The supporting scaffolding frame is the basic unit of supporting scaffolding. The two-dimensional supporting scaffolding frame is connected to a three-dimensional scaffolding through the support plane. As strut planes, so-called strut crosses are often used, which consist of two intersecting vertical diagonals or are formed by a combination of horizontal crossbars and vertical diagonals. Support scaffolds are also known in which the planes of the support scaffold frame and the support planes can alternate or be mixed with each other when the support scaffold is constructed vertically. It is advantageous for support scaffolding using a support scaffold frame that it is easy to construct and the realization of the individual components is simple and inexpensive. Supporting scaffolds formed from support-scaffold frames are usually constructed and used as individual support-scaffold towers (Traggerüsttürme), wherein these support-scaffold towers are connected to each other only by additional material and greater costs, which can be considered a disadvantage.

此類支撐腳手架塔的另一個缺點在於，平面的性能（承載能力和剛性）通常有所不同，並且支柱平面的承載能力通常比使用支撐腳手架框架的平面要差。Another disadvantage of this type of support scaffolding tower is that the properties of the planes (load capacity and stiffness) are usually different and the bearing capacity of the pillar planes is usually worse than that of the planes using the support scaffolding frame.

作爲較新的現有技術已知了所謂的模塊化腳手架，其能夠由不同的模塊連接和構造成三維的腳手架。此類模塊化腳手架並不是以二維的支撐腳手架框架爲基礎，而是以被一維地實現的模塊化腳手架元件或模塊化腳手架部件爲基礎。對於此類模塊化腳手架而言有利的是，相對於由支撐腳手架框架和支柱平面所形成的支撐腳手架而言，能夠以較少量的部件實現更高的承載能力。通常來說，相對於由支撐腳手架框架所形成的支撐腳手架塔中較沉的支柱平面的承載能力而言，由模塊化腳手架元件所形成的支撐腳手架的承載能力較高。So-called modular scaffolding is known as a relatively new state of the art, which can be connected and constructed from different modules to form a three-dimensional scaffold. Such modular scaffolding is not based on a two-dimensional supporting scaffolding frame, but on modular scaffolding elements or modular scaffolding parts which are realized one-dimensionally. It is an advantage for such modular scaffolding that a higher load-carrying capacity can be achieved with a smaller number of parts relative to a supporting scaffold formed by a supporting scaffold frame and a pillar plane. In general, the load-carrying capacity of supporting scaffolds formed from modular scaffolding elements is high relative to the load-carrying capacity of the heavier column planes in the supporting scaffolding tower formed by the supporting scaffolding frame.

在實踐中常常會出現以下情況，即在工地上已經有了用於支撐腳手架（特別是支撐腳手架框架和支柱平面）可靠的組件，但同時又需要至少部分地使用承載能力更强的模塊化腳手架。而建築承包商常常會對成本高昂的、朝著純模塊化腳手架的轉換有所顧慮，並希望能夠繼續使用和整合他們現有的、由支撐腳手架框架所組成的支撐腳手架。In practice it often happens that there are already reliable components on the site for supporting the scaffolding (in particular the scaffolding frame and pillar planes), but at the same time it is necessary to use, at least in part, modular scaffolding with a higher load-bearing capacity . Building contractors are often apprehensive about the costly conversion to purely modular scaffolding and want to continue to use and integrate their existing supporting scaffolding, which consists of supporting scaffolding frames.

DE 30 22 439 A1描述了一種腳手架，其中豎向延伸的桿借助於雙套筒（Doppelmuffen）進行連接。該豎向延伸的桿被***雙套筒中。在此類雙套筒上能夠附加額外的腳手架支柱。DE 30 22 439 A1 describes a scaffold in which vertically extending rods are connected by means of double sleeves. The vertically extending rod is inserted into the double sleeve. Additional scaffolding struts can be attached to such double sleeves.

KR 10-1625012 B1公開了一種用於兩個豎向延伸的桿的連接元件。在豎向延伸的桿與連接元件之間的連接通過扭轉來實現，這類似於卡口式連接（Bajonettverschluss）。KR 10-1625012 B1 discloses a connecting element for two vertically extending rods. The connection between the vertically extending rod and the connecting element is achieved by twisting, which is similar to a bayonet connection.

因此，本發明的任務在於，提出能夠將已知的支撐腳手架或立面腳手架的腳手架元件與模塊化腳手架的元件簡單地且安全地連接的解決方案。The task of the present invention is therefore to propose a solution which enables a simple and safe connection of known scaffolding elements of support or facade scaffolding with elements of modular scaffolding.

本發明的任務通過一種腳手架節點來解決，其用於連接在不同的空間方向上延伸的腳手架元件，該腳手架節點包括： 連接套筒，其被設置爲用於至少兩個腳手架元件的聯接點，其中連接套筒具有套筒壁，該套筒壁至少部分地包圍連接套筒中空的內部並且其具有中心軸，該中心軸在連接套筒的最長尺寸的方向上延伸，並且在連接套筒的端面的俯視圖上看被佈置在其中間； 至少一個聯接元件，其用於將腳手架節點與其他腳手架元件連接，其中聯接元件與套筒壁連接； 其中，連接套筒具有至少一個縫隙，該縫隙形成在套筒壁中，以縫隙長度平行於中心軸延伸，並且通入被佈置在連接套筒的端面的端部開口，並且套筒壁沿著縫隙長度方向以一圓周角包圍中心軸，該圓周角大於270°，優選大於300°。 The task of the invention is solved by a scaffolding node for connecting scaffolding elements extending in different spatial directions, the scaffolding node comprising: A connecting sleeve, which is provided as a coupling point for at least two scaffold elements, wherein the connecting sleeve has a sleeve wall which at least partially encloses the hollow interior of the connecting sleeve and which has a central axis, the central the shaft extends in the direction of the longest dimension of the connecting sleeve and is arranged in the middle of the end face of the connecting sleeve as viewed in plan view; at least one coupling element for connecting the scaffolding node with other scaffolding elements, wherein the coupling element is connected with the sleeve wall; In this case, the connecting sleeve has at least one slot, which is formed in the sleeve wall, extends with a slot length parallel to the central axis, and opens into an end opening arranged on the end face of the connecting sleeve, and the sleeve wall extends along the The longitudinal direction of the slit surrounds the central axis with a circumferential angle greater than 270°, preferably greater than 300°.

根據本發明的腳手架節點包括：具有套筒壁的連接套筒，該套筒壁至少部分地包圍連接套筒的內部。在套筒壁中設有開口或孔洞，例如隨後描述的縫隙。連接套筒具有假想的中心軸，該中心軸用於定義腳手架節點的其他特性。該中心軸在縱向方向上延伸，也就是說沿著連接套筒的最長尺寸的方向延伸。在連接套筒的端面的俯視圖中觀察時，中心軸被佈置在連接套筒的中間處。關於中間，此處將其理解爲在該俯視圖中的連接套筒的平面重心。連接套筒例如通過圓柱形的管形成，因此中心軸位於圓形截面的中點位置。另外，連接套筒通過多邊形的（特別是方形的）管形成，因此該中心軸通過多邊形的端面或截面的平面重心。由套筒壁所包圍的連接套筒的內部被實現爲基本上是中空的。當然，在該內部能夠佈置有突起的元件，例如突出部（Vorsprünge）。連接套筒被設置爲用於至少兩個腳手架元件的聯接點。爲了聯接腳手架元件與連接套筒，其能夠例如被***連接套筒的內部。通常來說，在裝入腳手架部段或腳手架中時，連接套筒的中心軸基本上是豎向定向的。連接套筒具有兩個端面，這兩個端面被中心軸貫穿。在該端面上佈置的開口其由套筒壁所包圍並且提供到達連接套筒的內部的入口被稱爲端部開口。The scaffolding node according to the invention comprises a connecting sleeve having a sleeve wall at least partially surrounding the interior of the connecting sleeve. Openings or holes, such as slots described later, are provided in the sleeve wall. The connection sleeve has an imaginary central axis that defines other properties of the scaffolding node. The central axis extends in the longitudinal direction, that is to say in the direction of the longest dimension of the connecting sleeve. The central axis is arranged in the middle of the connecting sleeve when viewed in a plan view of the end face of the connecting sleeve. With regard to the middle, this is understood here as the plane center of gravity of the connecting sleeve in this plan view. The connecting sleeve is formed, for example, by a cylindrical tube, so that the central axis is located at the midpoint of the circular cross-section. In addition, the connecting sleeve is formed by a polygonal (especially square) tube, so that the central axis passes through the plane center of gravity of the polygonal end face or section. The interior of the connecting sleeve surrounded by the sleeve walls is realized substantially hollow. Of course, protruding elements, such as projections, can be arranged in this interior. The connection sleeve is provided as a coupling point for at least two scaffold elements. In order to couple the scaffolding element with the connecting sleeve, it can for example be inserted into the interior of the connecting sleeve. Generally speaking, the central axis of the connecting sleeve is oriented substantially vertically when installed in a scaffolding section or scaffolding. The connecting sleeve has two end faces which are penetrated by the central axis. The openings arranged on this end face, which are surrounded by the sleeve wall and provide access to the interior of the connecting sleeve, are referred to as end openings.

根據本發明的腳手架節點還包括至少一個聯接元件，其用於連接腳手架節點與其他的腳手架元件。該其他的腳手架元件能夠是不同類型的。特別有利的是，聯接元件被實現爲，要能夠與模塊化腳手架元件或模塊化腳手架部件相連接。連接套筒被特別設計成，與支撐腳手架或立面腳手架的腳手架框架連接。腳手架元件其通過作爲聯接點的連接套筒彼此聯接因此優選通過腳手架框架形成。腳手架元件其與腳手架節點的聯接元件相連接優選通過模塊化腳手架部件形成。可設置不同的元件作爲聯接元件，其使得有可能與其他的腳手架元件進行連接。例如，聯接元件可被實現爲連接盤（Verbindungsscheibe），其將在隨後進行描述。聯接元件與套筒壁相連接。在一個簡單的實施方式中，聯接元件與套筒壁彼此固定地且持續地連接，例如通過焊接連接。但也可設想的是，聯接元件和連接套筒設計成是彼此可拆卸的，例如通過螺釘連接。The scaffolding node according to the invention also comprises at least one coupling element for connecting the scaffolding node with other scaffolding elements. The other scaffolding elements can be of different types. It is particularly advantageous if the coupling element is realized so as to be connectable to the modular scaffolding element or modular scaffolding part. The connection sleeves are specially designed to be connected to the scaffolding frame supporting the scaffolding or façade scaffolding. The scaffolding elements, which are coupled to one another by connecting sleeves as coupling points, are therefore preferably formed by a scaffolding frame. The scaffolding elements, which are connected to the coupling elements of the scaffolding nodes, are preferably formed by modular scaffolding parts. Different elements can be provided as coupling elements, which make it possible to connect with other scaffold elements. For example, the coupling element can be implemented as a connection disk, which will be described later. The coupling element is connected to the sleeve wall. In a simple embodiment, the coupling element and the sleeve wall are fixedly and continuously connected to each other, for example by welding. However, it is also conceivable that the coupling element and the connecting sleeve are designed to be detachable from one another, for example by means of a screw connection.

根據本發明，連接套筒具有至少一個被形成在套筒壁中的縫隙。有利的是，該縫隙被實現爲直線型的，並且以平行於連接套筒的中心軸的縫隙長度延伸。縫隙構成在套筒壁中的開口並且通入端部開口中的一個，其佈置在連接套筒的端面上。縫隙表示在套筒壁中的凹槽，其在周向上中斷套筒壁。在該區域中，在縫隙在周向上中斷套筒壁處，剩餘的套筒壁相對於中心軸包圍成一圓周角。該圓周角從縫隙的第一邊界壁（Begrenzungswand）圍繞中心軸延伸到縫隙的另一第二邊界壁，該第二邊界壁與該第一邊界壁相對。根據本發明，該圓周角大於270°，優選大於300°。如果再從一個端側觀察連接套筒，則分別中心軸出發延伸到縫隙的第一邊界壁或第二邊界壁的兩條線同樣形成一個角，該角能夠被稱爲縫隙角。該縫隙角和圓周角共同形成一360°的完整的圓。縫隙角明顯小於圓周角。圓周角例如爲300°，因此縫隙角爲完整的圓剩餘的60°。這也就意味著，連接套筒的圓周的一大部分在縫隙的區域中被套筒壁不中斷地包圍，並且該圓周僅一小部分通過縫隙中斷。由此實現的是，對於***到連接套筒的內部的腳手架元件而言，套筒壁形成非常大的承載面或接觸面。此類大的承載面特別適合於在腳手架節點和與之連接或聯接的腳手架元件之間的力和力矩的吸收和傳遞。然而，設置該縫隙能夠提供額外的優勢。通常來說，腳手架框架具有彼此垂直佈置的框架元件。腳手架框架的框架元件應當被推入連接套筒的內部，從而使得垂直於該框架元件佈置的另一框架元件被引入縫隙中。由此，腳手架元件能夠被遠遠地推入腳手架節點的連接套筒的內部。由此能夠在聯接時實現在腳手架節點與腳手架元件之間安全且穩定的連接。優選地，縫隙在其寬度方面，也即在縫隙的第一邊界壁與縫隙的第二邊界壁之間的距離的尺寸被確定爲，使得其略大於待引入的框架元件的寬度。由此形成了一間隙配合（Spielpassung），該間隙配合使得有可能實現的是，以簡單的方法將腳手架元件***到腳手架節點中。通常來說，該框架元件具有豎向桿和與該豎向桿垂直定向的框架橫桿。豎向桿被引入連接套筒的端面中，其中框架橫桿被縫隙接收和封閉。在一些實施方式（其中在連接套筒中僅設有一個縫隙）中，則相應地該縫隙接收僅一個框架橫桿。因此，相應地確定尺寸的縫隙寬度提供了一種間隙（Freistellung），相比於沒有通過縫隙提供的間隙的連接套筒而言，該間隙使得豎向桿有可能更深地***到連接套筒中。該縫隙具有更加有利的功能：通過縫隙長度的相應定義，能夠設置腳手架框架或豎向桿和與之成直角地佈置的框架橫桿可推入連接套筒的距離。因此，縫隙長度定義了用於腳手架節點與腳手架元件的裝配的止動部（Anschlag）。在使用根據本發明的腳手架節點時，此類止動部簡化並加速了腳手架部段或腳手架的構建。腳手架節點和腳手架元件只需要相互***，直至框架橫桿在與遠離端部開口的、縫隙的縱向端部處止動爲止。由此精確定義了在腳手架元件與腳手架節點之間的安裝位置。因此，在豎向構建腳手架部段時，在裝配中不再需要耗時地爲腳手架節點與腳手架元件相對於彼此銷接（Abstecken）。將腳手架節點與腳手架元件交替地銷接在一起，其中位置相對彼此通過在縫隙端部處的止動部精確定義。因此，腳手架的構建能夠大大地加快。佈置在連接套筒的外壁上的聯接元件使得有可能簡單連接其他的腳手架元件，特別是將模塊化腳手架部件連接到腳手架節點。聯接元件特別具有接口，該接口與要連接的模塊化腳手架部件的連接接口相匹配。在市場上存在有各種不同的模塊化腳手架系統。聯接元件有利地成形爲，使得其能夠與期望的模塊化腳手架系統相連。連接套筒代表腳手架節點與支撐腳手架或立面腳手架的傳統腳手架框架的接口。另一方面，聯接元件被設置爲用於與模塊化腳手架部件連接的接口。因此，根據本發明的腳手架節點使得有可能以簡單的方式將已知的並且現有的（特別是腳手架框架的）腳手架元件與更現代的和更加有效的模塊化腳手架部件進行連接。因此，通過根據本發明的腳手架節點，能夠將企業庫存已有的腳手架元件與新購買的模塊化腳手架部件簡單且安全地連接。並因此，使用根據本發明的腳手架節點的企業能夠用少量的額外購買的零件或腳手架元件來顯著地提高其腳手架的功能。有利地，聯接元件在平行於連接套筒的中心軸的方向上佈置在連接套筒的中心處。通過腳手架節點這種對稱的構造，使得通過腳手架節點能夠得到特別有利且靜態穩定的力和力矩流（Momentenfluss）。由此，腳手架部段其具有根據本發明的腳手架節點使得有可能在成熟的腳手架元件與較新的模塊化腳手架部件之間實現安全的力傳遞和力矩傳遞。According to the invention, the connecting sleeve has at least one slot formed in the sleeve wall. Advantageously, the slot is realized linearly and extends with a slot length parallel to the central axis of the connecting sleeve. The slot forms an opening in the sleeve wall and opens into one of the end openings, which is arranged on the end face of the connecting sleeve. A slot means a groove in the sleeve wall which interrupts the sleeve wall in the circumferential direction. In this region, where the slit interrupts the sleeve wall in the circumferential direction, the remaining sleeve wall encloses a circumferential angle with respect to the central axis. The circumferential angle extends from a first boundary wall of the slot around the central axis to a further second boundary wall of the slot, which second boundary wall is opposite the first boundary wall. According to the invention, the circumferential angle is greater than 270°, preferably greater than 300°. If the connecting sleeve is again viewed from one end side, the two lines extending from the central axis to the first or second boundary wall of the slot in each case also form an angle, which can be referred to as the slot angle. The slit angle and the circumference angle together form a complete circle of 360°. The slit angle is significantly smaller than the circumference angle. The circumference angle is, for example, 300°, so the slit angle is the remaining 60° of the complete circle. This also means that a large part of the circumference of the connecting sleeve is surrounded without interruption by the sleeve wall in the region of the gap, and that this circumference is only interrupted by a small part of the gap. What is achieved hereby is that the sleeve wall forms a very large bearing surface or contact surface for the scaffolding element inserted into the interior of the connecting sleeve. Such large bearing surfaces are particularly suitable for the absorption and transmission of forces and moments between the scaffolding nodes and the scaffolding elements connected or coupled thereto. However, providing this gap can provide additional advantages. Generally speaking, scaffolding frames have frame elements arranged perpendicular to each other. A frame element of the scaffolding frame should be pushed into the interior of the connecting sleeve so that another frame element arranged perpendicular to this frame element is introduced into the gap. Thereby, the scaffolding element can be pushed far into the interior of the connecting sleeve of the scaffolding node. As a result, a safe and stable connection between the scaffolding node and the scaffolding element can be achieved during coupling. Preferably, the slot is dimensioned in its width, ie the distance between the first boundary wall of the slot and the second boundary wall of the slot, such that it is slightly larger than the width of the frame element to be introduced. This results in a clearance fit which makes it possible to insert the scaffolding element into the scaffolding node in a simple manner. Typically, the frame element has a vertical bar and a frame cross bar oriented perpendicular to the vertical bar. The vertical rods are introduced into the end faces of the connecting sleeves, wherein the frame cross rods are received and closed by the gaps. In some embodiments in which only one slot is provided in the connecting sleeve, this slot accordingly receives only one frame rail. The correspondingly dimensioned slot width thus provides a clearance which makes it possible to insert the vertical rod deeper into the connection sleeve than in a connection sleeve without a clearance provided by the slot. This slot has an even more advantageous function: through a corresponding definition of the slot length, it is possible to set the distance into which the scaffolding frame or vertical bars and the frame cross bars arranged at right angles to it can be pushed into the connecting sleeve. The gap length thus defines the stop (Anschlag) for the assembly of the scaffolding node with the scaffolding element. Such stops simplify and speed up the construction of the scaffolding section or scaffolding when using the scaffolding node according to the invention. The scaffolding node and the scaffolding element need only be inserted into each other until the frame crossbar stops at the longitudinal end of the slot remote from the end opening. The mounting position between the scaffolding element and the scaffolding node is thus precisely defined. Thus, when the scaffolding sections are erected vertically, the time-consuming pinning of the scaffolding nodes and the scaffolding elements relative to one another is no longer necessary during assembly. The scaffolding nodes and scaffolding elements are alternately pinned together, wherein the positions relative to each other are precisely defined by stops at the ends of the slots. Therefore, the construction of the scaffolding can be greatly accelerated. The coupling elements arranged on the outer wall of the connection sleeve make it possible to simply connect other scaffolding elements, in particular modular scaffolding parts to scaffolding nodes. The coupling element in particular has an interface which is adapted to the connection interface of the modular scaffolding part to be connected. There are various different modular scaffolding systems on the market. The coupling element is advantageously shaped such that it can be connected to the desired modular scaffolding system. The connection sleeve represents the interface of the scaffolding node to the traditional scaffolding frame supporting the scaffolding or façade scaffolding. On the other hand, the coupling element is provided as an interface for connection with the modular scaffolding part. Thus, the scaffolding node according to the invention makes it possible to connect known and existing scaffolding elements, in particular of scaffolding frames, with more modern and more efficient modular scaffolding components in a simple manner. Thus, by means of the scaffolding node according to the invention, it is possible to simply and safely connect scaffolding elements already in stock in the enterprise with newly purchased modular scaffolding parts. And thus, a business using a scaffolding node according to the invention can significantly improve the functionality of its scaffolding with a small number of additionally purchased parts or scaffolding elements. Advantageously, the coupling element is arranged at the center of the connecting sleeve in a direction parallel to the central axis of the connecting sleeve. Due to this symmetrical configuration of the scaffolding nodes, a particularly favorable and statically stable force and moment flow can be obtained through the scaffolding nodes. Thereby, the scaffolding section with the scaffolding nodes according to the invention makes it possible to achieve a safe transmission of forces and moments between mature scaffolding elements and newer modular scaffolding components.

對於在***連接套筒的端面中的腳手架元件之間的力的傳遞而言存在多種可能性。在一個簡單的實施方式中，將連接套筒和套筒壁的內部實現爲光滑且沒有突出部。在這種情況下，被引入的腳手架元件的兩個端面在連接套筒的內部彼此相抵，並且在腳手架元件的端面或端部表面之間發生力傳遞。可選地，此類在連接套筒的中心軸方向上的力也能夠通過腳手架節點或連接套筒來引導。例如，腳手架元件的端部能夠與連接套筒通過其他的連接元件（其傳遞力）彼此連接。因此，可例如在腳手架元件和連接套筒中設置開口，在開口中可***作爲連接元件的插接元件（Steckelemente）。該插接元件將力從第一腳手架元件傳遞到腳手架節點上，並隨後將力從腳手架節點傳遞到第二腳手架元件上。此外還有可能的是，在連接套筒的內部設置一個或多個突出部或凸肩（Absätze）。***的腳手架元件以其端側在該突出部或凸肩處止動，由此形成形狀配合（Formschluss）。並由此實現了將力從第一腳手架元件通過凸肩或突出部傳遞到腳手架節點並且通過凸肩或突出部進一步傳遞到第二腳手架元件。There are various possibilities for the transmission of forces between the scaffolding elements inserted in the end faces of the connection sleeves. In a simple embodiment, the interior of the connecting sleeve and the sleeve wall is realized smooth and free of protrusions. In this case, the two end faces of the introduced scaffolding element abut against each other inside the connecting sleeve, and a force transmission takes place between the end faces or end surfaces of the scaffolding element. Alternatively, such forces in the direction of the central axis of the connecting sleeve can also be guided by the scaffolding nodes or the connecting sleeve. For example, the ends of the scaffolding element and the connecting sleeve can be connected to each other via further connecting elements, which transmit forces. Thus, for example, openings can be provided in the scaffolding element and the connecting sleeve, into which a plug element can be inserted as a connecting element. The plug element transmits the force from the first scaffolding element to the scaffolding node and then from the scaffolding node to the second scaffolding element. Furthermore, it is also possible to provide one or more projections or shoulders in the interior of the connecting sleeve. The inserted scaffolding element engages with its end face on this projection or shoulder, thereby forming a form fit. Hereby it is achieved that forces are transmitted from the first scaffolding element via the shoulders or projections to the scaffolding nodes and further to the second scaffolding element via the shoulders or projections.

根據本發明的腳手架節點的另一個優點在於，其能夠簡單地構建並因此成本低廉地製造。此外，根據本發明的腳手架節點具有緊凑的尺寸，並因此能夠以簡單的方式儲存和運輸。最後，根據本發明的腳手架節點能夠以簡單的方式匹配待連接的腳手架元件。因此，例如連接套筒的內徑能夠通過選擇相應的預製部件作爲連接套筒的基體（例如金屬管）來進行設置。在引入縫隙時，能夠相應於待引入的框架橫桿的尺寸來設計寬度和縫隙長度。此外，聯接元件還能夠在大小和形狀方面匹配待連接的腳手架元件，特別是模塊化腳手架部件。A further advantage of the scaffolding node according to the invention is that it can be constructed simply and therefore cost-effectively produced. Furthermore, the scaffolding node according to the invention has compact dimensions and can therefore be stored and transported in a simple manner. Finally, the scaffolding node according to the invention can be adapted in a simple manner to the scaffolding elements to be connected. Thus, for example, the inner diameter of the connecting sleeve can be set by selecting a corresponding prefabricated part as the base body of the connecting sleeve (eg a metal tube). When introducing the slot, the width and slot length can be designed in accordance with the dimensions of the frame rail to be introduced. Furthermore, the coupling elements can also be adapted in size and shape to the scaffolding elements to be connected, in particular modular scaffolding parts.

在一個實施方式中提出的是，聯接元件環繞連接套筒。在該實施方式中，聯接元件圍繞連接套筒進行佈置。因此，聯接元件在周向上環繞連接套筒。該環繞能夠被實現爲是完整的，也就是說被實現爲以360°圍繞連接套筒的中心軸。可選地，該環繞也能夠是間斷的，也就是說其並不是以360°圍繞中心軸延伸。因此，聯接元件例如能夠實現爲，使得其以180°或270°環繞連接套筒。在這些示例中，在連接套筒的圓周上仍存在區域未佈置有連接元件。有利地，聯接元件固定在連接套筒的外周上，並且至少局部地抵靠在該外周上。在另一可選的實施方式中，能夠將多個聯接元件在周向上分布式地設置到連接套筒。隨後，這些聯接元件中的每一個都可與另一腳手架元件相連接。In one embodiment it is proposed that the coupling element surrounds the connecting sleeve. In this embodiment, the coupling element is arranged around the connecting sleeve. Thus, the coupling element surrounds the connecting sleeve in the circumferential direction. The encircling can be realized as complete, that is to say around the central axis of the connecting sleeve by 360°. Optionally, the encircling can also be discontinuous, that is to say it does not extend 360° around the central axis. Thus, the coupling element can be realized, for example, such that it surrounds the connecting sleeve by 180° or 270°. In these examples, there are still areas on the circumference of the connecting sleeve where no connecting elements are arranged. Advantageously, the coupling element is fastened on the outer circumference of the connecting sleeve and bears against this outer circumference at least in places. In another alternative embodiment, a plurality of coupling elements can be arranged to the connecting sleeve distributed in the circumferential direction. Subsequently, each of these coupling elements can be connected to another scaffolding element.

此外還提出的是，相比於連接套筒的內徑，縫隙長度至少爲其0.5倍大，特別是其至少1.2倍大。縫隙長度對於連接套筒本身的機械穩定性以及對於通過腳手架節點連接的腳手架部段的穩定性都有影響。縫隙長度相比於連接套筒的內徑而言爲其0.5倍大。對於該實施方式而言這意味著，縫隙長度爲連接套筒的內徑的一半。此類實施方式在機械上是特別穩定的，但存在一定缺點，即腳手架元件僅能夠被引入連接套筒中一段很短的距離。爲了能夠實現將腳手架元件推入連接套筒中一段更長的距離，縫隙長度被實現爲例如與連接套筒的內徑一樣大。在實踐中被證明特別有利的是，所具有的縫隙長度爲連接套筒的內徑的1.2倍大。對於縫隙長度而言，有利的尺寸在30 mm至70 mm的範圍中。Furthermore, it is proposed that the slot length is at least 0.5 times greater, in particular at least 1.2 times greater, than the inner diameter of the connecting sleeve. The gap length has an effect both on the mechanical stability of the connecting sleeve itself and on the stability of the scaffolding sections connected by the scaffolding nodes. The gap length is 0.5 times greater than the inner diameter of the connecting sleeve. For this embodiment this means that the slot length is half the inner diameter of the connecting sleeve. Such an embodiment is particularly mechanically stable, but has the disadvantage that the scaffolding element can only be introduced into the connection sleeve for a short distance. In order to be able to push the scaffolding element into the connecting sleeve over a longer distance, the slot length is realized, for example, as large as the inner diameter of the connecting sleeve. It has proven to be particularly advantageous in practice to have a slot length that is greater than 1.2 times the inner diameter of the connecting sleeve. For the slot length, advantageous dimensions are in the range of 30 mm to 70 mm.

有利的方式提出的是，連接套筒的整體套筒長度相對於套筒直徑爲其2至5倍大，特別是3倍大，和/或，該整體套筒長度爲至少200 mm，優選爲至少300 mm。在該實施方式中，連接套筒的整體套筒長度其也代表腳手架節點的整體長度明顯大於連接套筒的套筒直徑。在優選的實施方式中，整體套筒長度爲套筒直徑的大約三倍大。此處，套筒直徑被理解爲連接套筒的外徑。然而，整體套筒長度還能夠設計爲相對於連接套筒的內徑而言爲其2至5倍大。整體套筒長度有利地爲至少200 mm，但是優選是略長於200 mm並爲至少300 mm。在通常情況下，腳手架元件從連接套筒的兩個端側出發***腳手架節點。對於200 mm的整體套筒長度，每個被***的腳手架元件分別具有100 mm的***長度，這已經（特別是與隨後描述的***元件相結合）導致了在機械上穩定的連接。對於300 mm的整體套筒長度，每個被***的腳手架元件已經有150 mm的***長度，這還改善了在腳手架節點與被***的腳手架元件之間的連接在機械上的穩定性。就這種150 mm或更大的***長度而言，不再爲了可持續的和彈性的連接而需要借助於插接元件的、在腳手架節點與腳手架元件之間銷接。It is advantageously provided that the overall sleeve length of the connecting sleeve is 2 to 5 times larger, in particular 3 times larger, relative to the sleeve diameter, and/or that the overall sleeve length is at least 200 mm, preferably 200 mm. at least 300 mm. In this embodiment, the overall sleeve length of the connecting sleeve, which also represents the overall length of the scaffold node, is significantly greater than the sleeve diameter of the connecting sleeve. In a preferred embodiment, the overall sleeve length is approximately three times greater than the sleeve diameter. Here, the sleeve diameter is understood to be the outer diameter of the connecting sleeve. However, the overall sleeve length can also be designed to be 2 to 5 times larger relative to the inner diameter of the connecting sleeve. The overall sleeve length is advantageously at least 200 mm, but preferably slightly longer than 200 mm and at least 300 mm. In general, the scaffolding element is inserted into the scaffolding node starting from the two end sides of the connecting sleeve. For an overall sleeve length of 200 mm, each inserted scaffolding element has an insertion length of 100 mm in each case, which has (especially in combination with the subsequently described insertion elements) resulted in a mechanically stable connection. For an overall sleeve length of 300 mm, each inserted scaffolding element already has an insertion length of 150 mm, which also improves the mechanical stability of the connection between the scaffolding node and the inserted scaffolding element. With such insertion lengths of 150 mm or more, pinning between the scaffolding node and the scaffolding element by means of plug-in elements is no longer necessary for a sustainable and elastic connection.

在一個優選的設計方案中提出的是，縫隙長度大於套筒直徑，尤其是大於兩倍的套筒直徑。在該實施方式中，縫隙長度相對於套筒直徑來定義，套筒直徑代表連接套筒的外徑。有利地，將縫隙長度選擇爲大於套筒直徑。爲了使腳手架元件能夠***連接套筒一段更長的距離，縫隙長度被優選實現爲大於兩倍的套筒直徑。In a preferred configuration it is proposed that the length of the gap is greater than the diameter of the sleeve, in particular greater than twice the diameter of the sleeve. In this embodiment, the gap length is defined relative to the sleeve diameter, which represents the outer diameter of the connecting sleeve. Advantageously, the slot length is selected to be greater than the sleeve diameter. In order to enable the scaffolding element to be inserted into the connecting sleeve over a longer distance, the slot length is preferably realized to be greater than twice the diameter of the sleeve.

一種巧妙的方式提出，縫隙具有兩個相對於套筒壁基本上彼此平行延伸的縱向邊界，並且在其遠離端面的端部處具有在縱向邊界之間的彎曲的過渡部分。在該實施方式中，縫隙通過兩個縱向邊界和在這些縱向邊界之間的過渡部分來定義。兩個縱向邊界代表縫隙在平行於連接套筒的中心軸的方向上的邊界壁。在兩個縱向邊界之間的過渡部分通過被實現爲彎曲的邊界壁來形成。此處，縫隙優選被U形地實現，其中兩個縱向邊界形成了U形的支腿（Schenkel）以及在兩個支腿之間連接的彎曲的過渡部分。此處，過渡部分能夠具有統一的曲率半徑或者也可能具有不同的曲率半徑。在可選的實施方式中，縫隙還能夠通過被平面實現的、也即非彎曲的過渡部分在其遠離連接套筒的端面的端部上進行限定。An ingenious way provides that the slot has two longitudinal boundaries extending substantially parallel to each other with respect to the sleeve wall and at its end remote from the end face a curved transition between the longitudinal boundaries. In this embodiment, the gap is defined by two longitudinal boundaries and a transition between these longitudinal boundaries. The two longitudinal boundaries represent the boundary walls of the slot in a direction parallel to the central axis of the connecting sleeve. The transition between the two longitudinal boundaries is formed by a boundary wall realized as a curve. Here, the gap is preferably realized in a U-shape, wherein the two longitudinal boundaries form a U-shaped leg and a curved transition connecting between the two legs. Here, the transitions can have a uniform radius of curvature or possibly also different radii of curvature. In an alternative embodiment, the gap can also be delimited at its end remote from the end face of the connecting sleeve by a flat, ie non-curved transition.

在優選設計方案中提出的是，在縫隙的縱向邊界之間彎曲的過渡部分被設置爲在腳手架節點上用於腳手架元件的安裝止動部。在該實施方式中，在縫隙的縱向邊界（其代表縫隙在連接套筒的中心軸方向上的邊界）之間彎曲的過渡部分用作安裝止動部。在將腳手架元件與腳手架節點進行連接或聯接時，腳手架元件被推入連接套筒的端面中，直至腳手架元件的區域（特別是框架橫桿）在彎曲的過渡部分處止動爲止。通過此類安裝止動部確保的是，將腳手架元件與腳手架節點相對於彼此進行正確的定位。此處可選地，彎曲的過渡部分的形狀被實現爲相對於腳手架元件的止動區域的陰模（Negativform），特別是實現爲相對於框架橫桿的陰模。通常來說，在構建腳手架部段或腳手架時，在彎曲的過渡部分和與腳手架節點連接的腳手架元件之間不會傳遞很大的力。對於所構建的腳手架部段，有利的是在兩個被***的腳手架元件之間的連接套筒內直接實現力傳遞。然而可選地，還能夠通過連接套筒來引導力流，例如通過被形成在連接套筒內部的插接元件或凸肩來引導。然而通過相應的設計還有可能的是，在縫隙的彎曲的區域與被***的腳手架元件的、在該彎曲的區域處止動的區域之間傳遞力。In a preferred configuration, it is proposed that the curved transitions between the longitudinal boundaries of the gaps are provided as mounting stops for the scaffolding elements at the scaffolding nodes. In this embodiment, the curved transition portion between the longitudinal boundaries of the slot, which represents the boundary of the slot in the direction of the central axis of the connecting sleeve, serves as a mounting stop. When connecting or coupling the scaffolding element to the scaffolding node, the scaffolding element is pushed into the end face of the connecting sleeve until the area of the scaffolding element, in particular the frame rails, stops at the curved transition. What is ensured by such mounting stops is the correct positioning of the scaffolding element and the scaffolding node relative to each other. Optionally here, the shape of the curved transition portion is realized as a negative form with respect to the stop region of the scaffolding element, in particular as a negative form with respect to the frame rails. In general, when building a scaffolding section or scaffolding, no significant forces are transferred between the curved transitions and the scaffolding elements connected to the scaffolding nodes. For the constructed scaffolding section, it is advantageous to realize the force transmission directly in the connecting sleeve between the two inserted scaffolding elements. Alternatively, however, the force flow can also be guided via the connecting sleeve, for example via plug elements or shoulders formed inside the connecting sleeve. With a corresponding design, however, it is also possible to transmit forces between the curved region of the slot and the region of the inserted scaffolding element that stops at the curved region.

此外還提出的是，在平行於中心軸的、其中佈置有縫隙的區域中僅佈置該縫隙，並且特別是沒有佈置其他的縫隙。在該實施方式中，在連接套筒的周向上僅僅佈置了單個縫隙。在沿著中心軸（也就是在連接套筒的縱向方向上）的區域中，套筒壁在每種情況下都僅僅通過單個縫隙來中斷。因此例如從連接套筒的一端面開始佈置有縫隙，該縫隙平行於中心軸以縫隙長度在連接套筒的相對端面的方向上延伸。在該縫隙長度的區域中不存在其他的縫隙。由此確保的是，該縫隙的區域中，在周向上通過套筒壁提供了非常大的接觸面。該接觸面僅通過單個縫隙中斷，由此在該縫隙的區域中實現了至少270°的非常大的圓周角。此類大的圓周角或此類大的接觸面使得有可能實現在連接套筒和與之聯接的腳手架元件之間更加安全且穩定的力傳遞和力矩傳遞。當然，在連接套筒的縱向方向上，也就是沿著中心軸，還能夠佈置有多個（特別是兩個）縫隙。有利地，從連接套筒的兩個端面中的每一個開始佈置縫隙。然而，從兩個端面中的每一個開始，在相應區域中每個情況下僅在連接套筒的周向上只佈置一個縫隙。Furthermore, it is proposed that only this slot is arranged in the region parallel to the central axis in which the slot is arranged, and in particular no further slots are arranged. In this embodiment, only a single slot is arranged in the circumferential direction of the connecting sleeve. In the region along the central axis, ie in the longitudinal direction of the connecting sleeve, the sleeve wall is interrupted in each case by only a single gap. Thus, for example, starting from one end face of the connecting sleeve, a slot is arranged, which extends parallel to the central axis with a slot length in the direction of the opposite end face of the connecting sleeve. There are no other gaps in the region of this gap length. This ensures that, in the region of the gap, a very large contact surface is provided by the sleeve wall in the circumferential direction. The contact surface is interrupted only by a single slot, whereby a very large circumferential angle of at least 270° is achieved in the region of this slot. Such large circumferential angles or such large contact surfaces make it possible to achieve a more secure and stable transmission of forces and moments between the connecting sleeve and the scaffolding element coupled to it. Of course, in the longitudinal direction of the connecting sleeve, that is to say along the central axis, it is also possible to arrange a plurality of (in particular two) slots. Advantageously, the slot is arranged starting from each of the two end faces of the connecting sleeve. However, starting from each of the two end faces, in each case only one slot is arranged in the circumferential direction of the connecting sleeve in the respective region.

在優選設計方案中提出的是，設置兩個縫隙，其分別通入兩個相對的端部開口中，並且這兩個縫隙平行於中心軸以各自的縫隙長度在連接套筒的中線的方向上延伸。在該實施方式中，設置兩個縫隙，其分別從端部開口在連接套筒的端面上在連接套筒的中線的方向上延伸。其中，這兩個縫隙的縫隙長度能夠被實現爲是相同的或者不同的。通過設置兩個縫隙（其分別從相對的端部開口開始），腳手架節點能夠在連接套筒的兩側與各腳手架元件聯接。然而，當然也可設想的是，連接套筒僅具有一個從端部開口開始的縫隙。In a preferred design, it is proposed that two slits are provided, which respectively open into two opposite end openings, and these two slits are parallel to the central axis with their respective slit lengths in the direction of the center line of the connecting sleeve up extension. In this embodiment, two slits are provided, which each extend from the end opening on the end face of the connecting sleeve in the direction of the center line of the connecting sleeve. Therein, the slit lengths of the two slits can be realized to be the same or to be different. By providing two slits, each starting from opposite end openings, the scaffolding node can be coupled with each scaffolding element on both sides of the connecting sleeve. However, it is of course also conceivable for the connecting sleeve to have only one slot starting from the end opening.

一種巧妙的方式提出，從各自的端部開口開始佈置兩個縫隙，其中這些縫隙被佈置成彼此平行或者彼此對齊。在該實施方式中，兩個彼此相對的縫隙至少彼此平行地定向。第一縫隙從第一端部開口開始佈置，並且位於在連接套筒的圓周上的第一圓周位置。第二縫隙其從相對的第二端部開口開始延伸能夠被佈置在相同的圓周位置，也就是被佈置成與第一縫隙對齊。在這種情況下，彼此相對地佈置兩個縫隙。然而，該第二縫隙也可以佈置在連接套筒的圓周上的其他圓周位置，該其他圓周位置與第一縫隙所在的圓周位置不同。在這種情況下，兩個縫隙並不對齊，而是彼此平行地取向並且平行於中心軸取向。An ingenious approach proposes to arrange two slits starting from the respective end opening, wherein the slits are arranged parallel to each other or aligned with each other. In this embodiment, the two mutually opposite slits are at least oriented parallel to each other. The first slit is arranged from the first end opening and is located at a first circumferential position on the circumference of the connecting sleeve. The second slot, which extends from the opposite second end opening, can be arranged at the same circumferential position, ie in alignment with the first slot. In this case, two slits are arranged opposite each other. However, the second slot can also be arranged at other circumferential positions on the circumference of the connecting sleeve, which other circumferential position is different from the circumferential position in which the first slot is located. In this case, the two slits are not aligned, but are oriented parallel to each other and parallel to the central axis.

在一個實施方式中設置成，縫隙長度大於連接套筒的整體套筒長度的一半。在該實施方式中，縫隙延伸超過連接套筒的整體長度的一半。因此，該實施方式優選在連接套筒上僅設置一個縫隙。通過這樣長地實現的縫隙使得有可能的是，將腳手架元件以長的距離推入連接套筒中。因此，這樣設計的結果是相比於縫隙長度較短的實施方式而言腳手架元件相對於腳手架節點被定位在不同的位置處。因此，通過設置縫隙長度，在腳手架節點之間的相對位置並由此聯接的腳手架元件能夠改變。通過設置縫隙長度其在連接套筒的中線上沿縱向方向延伸能夠實現腳手架節點，其匹配腳手架元件的不同網格。正如之前已描述過的，腳手架元件被推入連接套筒中並與之聯接通常是腳手架框架。存在具有不同網格尺寸的腳手架框架。該網格尺寸通過腳手架框架的單個元件的尺寸來定義。例如豎向桿和/或框架橫桿能夠被實現爲不同長度，並由此實現爲具有不同的尺寸的腳手架框架。在某些情況下，將不同的腳手架框架組合成爲一個共同的腳手架部段是不可能的，原因在於不同的腳手架框架的尺寸或網格彼此不匹配。在這種情況下，腳手架節點在該實施方式中，其縫隙長度延伸超過連接套筒的整體長度的一半能夠被用於匹配或補償在所聯接的腳手架元件中的網格差異。In one embodiment, it is provided that the length of the gap is greater than half of the overall sleeve length of the connecting sleeve. In this embodiment, the slot extends over half of the overall length of the connection sleeve. Therefore, this embodiment preferably provides only one slot on the connecting sleeve. The gap realized in this way makes it possible to push the scaffolding element into the connecting sleeve over a long distance. Consequently, the result of this design is that the scaffolding elements are positioned at different positions with respect to the scaffolding nodes compared to embodiments with shorter slot lengths. Thus, by setting the gap length, the relative position between the scaffolding nodes and thus the coupled scaffolding elements can be varied. Scaffolding nodes that match different grids of scaffolding elements can be achieved by setting the slot lengths which extend in the longitudinal direction on the midline of the connecting sleeve. As already described, the scaffolding element is pushed into the connection sleeve and coupled with it is usually a scaffolding frame. Scaffolding frames with different grid sizes exist. The grid size is defined by the dimensions of the individual elements of the scaffolding frame. For example vertical bars and/or frame rails can be realized in different lengths and thus as scaffolding frames with different dimensions. In some cases it is not possible to combine different scaffolding frames into a common scaffolding section because the dimensions or grids of the different scaffolding frames do not match each other. In this case, scaffolding nodes whose slot lengths extend over half of the overall length of the connection sleeves in this embodiment can be used to match or compensate for mesh differences in the connected scaffolding elements.

一種優選的方式提出的是，聯接元件在連接套筒的縱向方向上佈置在中間。在該實施方式中，聯接元件基本上佈置在連接套筒的長度的中間。由此得到沿中心軸對稱的腳手架節點的結構。此類對稱的佈置對於在所聯接的腳手架元件和腳手架節點之間安全的力傳遞和力矩傳遞而言是特別有利的。然而，如果有必要的話，聯接元件能夠沿縱向方向被佈置在相對於連接套筒的其他位置。通過在連接套筒的縱向方向上偏離中心佈置聯接元件，能夠例如提供一種腳手架節點，其能夠補償所聯接的腳手架元件的不同的網格尺寸。可選地，聯接元件的位置被實現爲沿著中心軸是可調節的並因此沿著連接套筒的縱向方向是可調節的，這例如是通過設置在聯接元件和連接套筒之間的螺紋。In a preferred manner it is proposed that the coupling element is arranged centrally in the longitudinal direction of the connecting sleeve. In this embodiment, the coupling element is arranged substantially in the middle of the length of the connecting sleeve. This results in a structure of scaffolding nodes symmetrical along the central axis. Such a symmetrical arrangement is particularly advantageous for safe force and moment transmission between the coupled scaffolding elements and scaffolding nodes. However, if necessary, the coupling element can be arranged at other positions relative to the connection sleeve in the longitudinal direction. By arranging the coupling elements off-centre in the longitudinal direction of the connecting sleeve, it is possible, for example, to provide a scaffolding node which can compensate for different mesh sizes of the coupled scaffolding elements. Optionally, the position of the coupling element is realized to be adjustable along the central axis and thus in the longitudinal direction of the connecting sleeve, for example by means of a thread provided between the coupling element and the connecting sleeve .

此外提出一種優選的方式，將聯接元件實現爲連接盤，其中連接盤具有帶多個接收凹槽的接收面，並且將接收凹槽設置成與其他的腳手架元件（特別是與模塊化腳手架部件）連接，並且將連接盤與連接套筒固定連接，並且接收面基本上垂直於連接套筒的中心軸取向。在該實施方式中，聯接元件通過連接盤形成。連接盤基本上實現爲平面的，並且垂直於連接套筒的中心軸取向。連接盤在徑向方向上突出於連接套筒的外周面以外。有利地，將連接盤固定地（例如取決於材料地）與連接套筒連接。可選地，連接盤也能夠可釋放地固定到連接套筒上，例如借助於緊固件。連接盤具有至少一個接收面。在這個接收面中佈置一個或多個接收凹槽。這些接收凹槽能夠從接收面開始穿透整個的連接盤。這些接收凹槽定義了幾何形狀的接口，其被設置成與其他腳手架元件的相應接口相連接。因此，接收凹槽的形狀和位置與待連接的腳手架元件相匹配。優選地，通過連接盤將模塊化腳手架部件與腳手架節點相連接。然而還有可能的是，將其他的腳手架元件或獨立於腳手架部段的元件（例如電線、水管或類似物）與連接盤相連接。Furthermore, a preferred way is proposed to implement the coupling element as a connecting disk, wherein the connecting disk has a receiving surface with a plurality of receiving grooves, and the receiving grooves are arranged in conjunction with other scaffolding elements (in particular with modular scaffolding parts) The connection is made and the connection disk is fixedly connected with the connection sleeve, and the receiving surface is oriented substantially perpendicular to the central axis of the connection sleeve. In this embodiment, the coupling elements are formed by connecting disks. The connecting disk is substantially planar and is oriented perpendicular to the central axis of the connecting sleeve. The connecting disc protrudes beyond the outer peripheral surface of the connecting sleeve in the radial direction. Advantageously, the connection disk is connected firmly (eg, depending on the material) to the connection sleeve. Alternatively, the connection disc can also be releasably fastened to the connection sleeve, for example by means of fasteners. The connection pad has at least one receiving surface. One or more receiving grooves are arranged in this receiving surface. These receiving grooves can penetrate the entire connecting disk starting from the receiving surface. These receiving grooves define geometrically shaped interfaces, which are arranged to connect with corresponding interfaces of other scaffolding elements. Thus, the shape and position of the receiving grooves are adapted to the scaffolding elements to be connected. Preferably, the modular scaffolding components are connected to the scaffolding nodes by connecting pads. However, it is also possible to connect other scaffolding elements or elements independent of the scaffolding section (eg wires, water pipes or the like) to the connection disk.

在一個優選的設計方案中提出的是，聯接元件在圍繞縫隙區域中的連接套筒的周向上突出超過連接套筒一定距離，該距離小於在其他區域中的距離。在該實施方式中，聯接元件特別是被實現爲連接盤的聯接元件在徑向上圍繞連接套筒的外周面突出不同的距離。在連接套筒的外周面上的、佈置有一個或多個縫隙的圓周位置處，聯接元件突出超過外周面一定距離，該距離小於在其他的區域或圓周位置處突出的距離。其原因在於，通過被形成在縫隙中的腳手架元件從縫隙徑向地突出，並由此在與縫隙對齊的縱向方向上幾乎沒有空間將聯接元件與其他的腳手架元件相連接。因此，聯接元件其鄰近縫隙的圓周位置或區域能夠在周向上尺寸確定得較小，或者被完全省略。換而言之，由聯接元件提供的、用於與其他的腳手架元件連接的接口有利地佈置在連接套筒的區域中或圓周位置，其中不存在縫隙。聯接元件能夠將連接套筒在周向上完全地包圍，或者僅佈置在圓周的部分區域中。然而，當然也可將聯接元件實現爲，在縫隙的區域中以相同的距離徑向突出超過連接套筒的外周面。In a preferred configuration, it is proposed that the coupling element protrudes beyond the connecting sleeve in the circumferential direction around the connecting sleeve in the region of the gap by a distance that is smaller than in other regions. In this embodiment, the coupling elements, in particular realized as coupling disks, protrude radially around the outer peripheral surface of the coupling sleeve by different distances. At circumferential positions on the outer circumference of the connecting sleeve where one or more slits are arranged, the coupling elements protrude beyond the outer circumference by a distance that is smaller than at other regions or circumferential positions. The reason for this is that the scaffolding elements formed in the slits protrude radially from the slits, and thus there is almost no space in the longitudinal direction aligned with the slits to connect the coupling elements with other scaffolding elements. Thus, the circumferential position or region of the coupling element adjacent to the slot can be dimensioned to be smaller in the circumferential direction, or omitted entirely. In other words, the interface provided by the coupling element for connection to the other scaffolding element is advantageously arranged in the region of the connection sleeve or in a circumferential position, where no gaps exist. The coupling element can completely surround the connecting sleeve in the circumferential direction or can be arranged only in a partial region of the circumference. However, it is of course also possible to realize the coupling element such that it protrudes radially beyond the outer peripheral surface of the connecting sleeve by the same distance in the region of the slot.

此外還提出的是，連接套筒具有至少一個鎖定開口（Arretieröffnung），其徑向向內通過連接套筒的套筒壁，其中鎖定開口被佈置在縫隙的背離端部開口的側面上。在該實施方式中，連接套筒具有一個或多個鎖定開口。在此類鎖定開口中能夠引入連接元件，特別是插接元件，借助其能夠產生與所聯接的腳手架元件的形狀配合。爲此，腳手架元件具有類似尺寸的固定開口。爲了將腳手架節點與腳手架元件形狀配合地固定，將鎖定開口和固定開口彼此同等地（deckungsgleich）佈置，並隨後將連接元件或插接元件推入這些開口中。隨後，被推入的插接元件避免了腳手架節點與腳手架元件不期望的分離。鎖定開口在徑向上延伸穿過套筒壁。在這種情況下，鎖定開口能夠穿過僅一個套筒壁或者也可穿過在徑向上相對的兩個套筒壁。鎖定開口能夠在周向上，即圍繞連接套筒，佈置在不同的位置處。還可設想的是，將鎖定開口在周向上的不同位置處形成在連接套筒中。在連接套筒的縱向方向上，也就是在中心軸延伸的方向上，將鎖定開口佈置在縫隙的側面上，該側面遠離端部開口和連接套筒的端面。通過這種方法，有可能實現的是，將連接元件或插接元件***腳手架元件的區域中，伸出腳手架元件的一部分，其在聯接時被引入縫隙中。優選地，將鎖定開口佈置在縫隙的背離端部開口的端部與聯接元件之間。在從兩個端部開口開始分別具有縫隙的實施方式中，優選設置至少兩個鎖定開口，其分別定位在縫隙的背離該端面的端部與聯接元件之間。能夠設置多個鎖定開口，其各自設置成用於與將腳手架節點與被不同地實現的腳手架元件相連接。通過多個不同的鎖定元件的此種設置，腳手架節點能夠以簡單的方式與按不同方式實現的腳手架元件（特別是腳手架框架）形狀配合地連接。因此，按此種方式實現的腳手架節點可特別靈活地與各種現有的腳手架元件相連接。It is also proposed that the connecting sleeve has at least one locking opening which passes radially inward through the sleeve wall of the connecting sleeve, wherein the locking opening is arranged on the side of the slot facing away from the end opening. In this embodiment, the connection sleeve has one or more locking openings. Connecting elements, in particular plug-in elements, can be introduced into such locking openings, by means of which a positive fit with the connected scaffolding elements can be produced. For this purpose, the scaffolding elements have fixing openings of similar size. For the form-fitting fixing of the scaffolding node to the scaffolding element, the locking openings and the fixing openings are arranged identically to each other, and the connecting elements or plug-in elements are then pushed into these openings. Subsequently, the pushed-in plug element avoids undesired separation of the scaffolding node from the scaffolding element. The locking opening extends radially through the sleeve wall. In this case, the locking opening can pass through only one sleeve wall or also through two diametrically opposite sleeve walls. The locking openings can be arranged at different positions in the circumferential direction, ie around the connecting sleeve. It is also conceivable to form locking openings in the connecting sleeve at different positions in the circumferential direction. In the longitudinal direction of the connecting sleeve, ie in the direction in which the central axis extends, the locking opening is arranged on the side of the slot which is remote from the end opening and the end face of the connecting sleeve. In this way, it is possible to insert the connecting element or the plug-in element in the region of the scaffolding element, projecting a part of the scaffolding element which is introduced into the gap during the coupling. Preferably, the locking opening is arranged between the end of the slot facing away from the end opening and the coupling element. In the case of an embodiment with a slot in each case starting from the two end openings, preferably at least two locking openings are provided, which are each positioned between the end of the slot facing away from the end face and the coupling element. A plurality of locking openings can be provided, each of which is provided for connecting a scaffold node with a differently implemented scaffold element. Through this arrangement of a plurality of different locking elements, the scaffolding node can be connected in a simple manner to differently realized scaffolding elements, in particular scaffolding frames, in a form-fitting manner. The scaffolding nodes realized in this way can therefore be connected particularly flexibly with various existing scaffolding elements.

在其他的實施方式中提出的是，聯接元件通過兩個杯形鎖元件形成，其以輪緣形式（kragenförmig）構造，其中，杯形鎖元件與連接套筒固定連接，並且其他的杯形鎖元件可相對於連接套筒軸向位移，並且在杯形鎖元件的內徑與連接套筒的外徑之間存在間隙，在該間隙中可引入水平橫桿的端部件。本實施方式代表了前述實施方式的一種替代方案，在該實施方式中，聯接元件通過連接盤形成。在該可選的實施方式中，腳手架節點的聯接元件通過兩個杯形鎖元件形成。此外，通過該杯形鎖元件，其他的腳手架元件（例如模塊化腳手架部件，其在應用情況下特別是水平地或對角地延伸）與腳手架節點相連接。杯形鎖元件是輪緣形式的，這意味著，該杯形鎖元件在其一個端部處具有（相對於其相對的另一個端部而言）較小的直徑。在這種情況下，杯形鎖元件中的一個與連接套筒固定連接，該其他的杯形鎖元件被軸向可移動地佈置在連接套筒上。爲了固定腳手架元件，軸向可移動的杯形鎖元件從軸向固定的杯形鎖元件移開。隨後，腳手架元件（例如水平橫樑）的一個端部件被引入兩個杯形鎖元件之間。水平橫樑是模塊化腳手架部件。爲了產生在腳手架節點與水平橫樑之間的形狀配合，在杯形鎖元件與連接套筒的外表面之間存在間隙，在該間隙中能夠引入水平橫樑的被相應地形成爲陰模的端部件。水平橫樑以其端部件置於間隙中，軸向可移動的杯形鎖元件被再次向著軸向固定的杯形鎖元件移動，直到水平橫樑的端部件被形狀配合地包圍在兩個杯形鎖元件之間。聯接元件的可選實施方式特別容易操作。通過將聯接元件實現爲兩個杯形鎖元件，腳手架節點可匹配與模塊化腳手架部件的連接，該接口具有與此類杯形鎖元件的連接。In other embodiments, it is proposed that the coupling element is formed by two cup-shaped lock elements, which are designed in the form of a rim, wherein the cup-shaped lock element is fixedly connected to the connecting sleeve, and the other cup-shaped lock element The element is axially displaceable relative to the connecting sleeve, and there is a gap between the inner diameter of the cup-lock element and the outer diameter of the connecting sleeve, in which gap the end pieces of the horizontal crossbar can be introduced. This embodiment represents an alternative to the previous embodiment, in which the coupling elements are formed by connecting disks. In this alternative embodiment, the coupling elements of the scaffolding node are formed by two cup lock elements. Furthermore, other scaffolding elements, such as modular scaffolding parts, which extend in particular horizontally or diagonally in the case of application, are connected to the scaffolding nodes by means of the cup-lock element. The cup lock element is in the form of a rim, which means that it has a smaller diameter at one of its ends (relative to its opposite end). In this case, one of the cup-shaped locking elements is fixedly connected to the connecting sleeve, and the other cup-shaped locking element is arranged on the connecting sleeve so as to be axially displaceable. To fix the scaffolding element, the axially movable cup-lock element is moved away from the axially fixed cup-lock element. Subsequently, one end piece of a scaffolding element (eg a horizontal beam) is introduced between the two cup lock elements. Horizontal beams are modular scaffolding components. In order to produce a positive fit between the scaffolding node and the horizontal beam, there is a gap between the cup-lock element and the outer surface of the connecting sleeve, into which the end piece of the horizontal beam, which is correspondingly formed as a female mold, can be introduced. The horizontal beam is placed in the gap with its end pieces, the axially movable cup-lock element is moved again towards the axially fixed cup-lock element, until the end pieces of the horizontal cross-member are positively enclosed in the two cup-locks. between components. The alternative embodiment of the coupling element is particularly easy to handle. By implementing the coupling element as two cup lock elements, the scaffolding node can be matched to the connection to the modular scaffolding component, the interface having a connection to such cup lock elements.

在另一可選的實施方式中提出的是，聯接元件通過多個（特別是四個）楔形鎖袋（Keilsperrtasche）形成，其中水平橫桿的楔形端部區域匹配楔形鎖袋，並且，水平橫桿的楔形端部區域可引入楔形鎖袋中並且可固定在該處。在該實施方式中，一個或多個腳手架元件（特別是模塊化腳手架部件）通過被實現爲多個楔形鎖袋的聯接元件與腳手架節點相連接。此類腳手架元件能夠例如通過水平橫樑形成，該水平橫樑具有一端部區域，該端部區域具有楔形形狀。作爲聯接元件設置有多個楔形鎖袋，其形成用於水平橫樑的被實現爲楔形的端部區域的陰模。爲進行連接，將水平橫樑的楔形的端部區域簡單地引入被相應地形成的楔形鎖袋，由此在水平橫樑與聯接元件之間形成形狀配合。通過該形狀配合，將水平橫樑固定在腳手架節點上。一種有利的方式是設置多個楔形鎖袋，其以規律的距離或角度圍繞連接套筒的圓周進行佈置。通過將聯接元件實現爲多個楔形鎖袋，能夠以簡單的方式將腳手架節點與（設有相應形成的接口的）模塊化腳手架部件相匹配。In a further alternative embodiment, it is proposed that the coupling element is formed by a plurality of, in particular four, wedge-shaped lock pockets, wherein the wedge-shaped end regions of the horizontal rails match the wedge-shaped lock pockets, and the horizontal The wedge-shaped end region of the rod can be introduced into the wedge-lock pocket and can be fastened there. In this embodiment, one or more scaffolding elements, in particular modular scaffolding components, are connected to the scaffolding nodes by coupling elements implemented as a plurality of wedge lock pockets. Such scaffolding elements can be formed, for example, by horizontal beams having an end region with a wedge-shaped shape. A plurality of wedge-shaped lock pockets are provided as coupling elements, which form a negative mold for the end regions of the horizontal cross member, which are realized as wedge-shaped. For the connection, the wedge-shaped end regions of the horizontal cross member are simply introduced into correspondingly formed wedge-lock pockets, whereby a positive fit is formed between the horizontal cross member and the coupling element. With this form fit, the horizontal beams are fastened to the scaffolding nodes. An advantageous way is to provide a plurality of wedge lock pockets, which are arranged at regular distances or angles around the circumference of the connecting sleeve. By implementing the coupling elements as a plurality of wedge-shaped lock pockets, it is possible in a simple manner to adapt the scaffolding nodes to the modular scaffolding components (provided with correspondingly formed interfaces).

在另一個可選的實施方式中提出的是，聯接元件通過圓盤（Tellerscheibe）形成，其與連接套筒固定連接，並且圓盤設有多個基本上貫穿圓盤的楔形的凹槽，其中該楔形的凹槽被設置成，與水平延伸的腳手架元件（例如水平橫樑）相連接。圓盤通常被實現爲圓環，並且代表聯接元件的另一種實施方式。圓盤與連接套筒固定連接，並且以此爲中心。圓盤具有多個楔形的凹槽，其被設置成用於與另一個腳手架元件（例如水平橫樑）形狀配合地連接。此類水平橫樑具有在截面上與此類楔形的凹槽相對應的端部件，該端部件能夠以形狀配合的方式引入圓盤中，由此能夠將水平橫樑固定到被實現爲圓盤的聯接元件。在一種有利的方式中，分隔板（Teilerscheibe）具有在其外周上沿連接套筒的縱向方向突起的邊緣。該邊緣使得有可能實現與水平橫樑額外的形狀配合的連接，並由此改善在腳手架元件與腳手架節點之間的連接的安全性。此外，將聯接元件實現爲圓盤使得有可能將腳手架節點與現有的腳手架元件簡單地進行匹配，其具有相應地形成的、用於與圓盤連接的連接接口。In a further alternative embodiment, it is proposed that the coupling element is formed by a disk, which is fixedly connected to the connecting sleeve, and that the disk is provided with a plurality of wedge-shaped grooves that extend substantially through the disk, wherein The wedge-shaped grooves are arranged to connect with horizontally extending scaffolding elements, such as horizontal beams. The disc is usually realized as a circular ring and represents another embodiment of the coupling element. The disc is fixedly connected with the connecting sleeve, and is centered thereon. The disc has a plurality of wedge-shaped grooves, which are provided for a form-fit connection with another scaffolding element, such as a horizontal beam. Such horizontal beams have end pieces corresponding in cross section to such wedge-shaped grooves, which can be introduced into the disc in a form-fitting manner, whereby the horizontal beam can be fixed to the coupling realized as a disc element. In an advantageous manner, the dividing plate has an edge which protrudes on its outer circumference in the longitudinal direction of the connecting sleeve. This edge makes it possible to achieve an additional form-fit connection with the horizontal beam and thereby improve the safety of the connection between the scaffolding element and the scaffolding node. Furthermore, the realization of the coupling element as a disk makes it possible to simply adapt the scaffolding node to an existing scaffolding element, which has a correspondingly formed connection interface for connection to the disk.

本發明的任務還通過一種腳手架部段解決，該腳手架部段具有至少一個根據前述的實施方式所述的腳手架節點，還包括： 至少一個腳手架框架，其具有至少兩個豎向桿和兩個框架橫桿，其中該框架橫桿的端部分別與豎向桿中的一個固定連接，從而使得在周向上，圍繞腳手架框架交替地佈置豎向桿和框架橫桿，其中豎向桿的端部突出超過框架橫桿並且形成連接端部； 其中，連接端部中的一個***腳手架節點的連接套筒並且在連接套筒的縫隙中佈置與該連接端部連接的框架橫桿； 至少一個其他的腳手架元件，其與腳手架節點連接，其中該其他的腳手架元件通過其他的腳手架框架（其***連接套筒）和/或通過模塊化腳手架部件（其與聯接元件連接）形成。 The object of the invention is also solved by a scaffolding section having at least one scaffolding node according to the aforementioned embodiments, further comprising: At least one scaffolding frame with at least two vertical bars and two frame cross bars, wherein the ends of the frame cross bars are each fixedly connected to one of the vertical bars, so that in the circumferential direction, around the scaffold frame alternately arranging vertical rods and frame cross rods, wherein the ends of the vertical rods protrude beyond the frame cross rods and form connecting ends; Wherein, one of the connecting ends is inserted into the connecting sleeve of the scaffold node and a frame crossbar connected to the connecting end is arranged in the gap of the connecting sleeve; At least one further scaffolding element, which is connected to the scaffolding node, wherein the further scaffolding element is formed by further scaffolding frames (which are inserted into the connection sleeves) and/or by modular scaffolding parts (which are connected with the coupling elements).

根據本發明的腳手架部段包括至少一個根據前述實施方式中任一項所述的腳手架節點。在有利的方式中，腳手架部段包括多個此類的腳手架節點，其中腳手架節點能夠被不同地實現。此外，根據本發明的腳手架部段包括至少一個腳手架框架，其與至少一個腳手架節點聯接或連接。對於腳手架框架而言，其涉及一種框架，該框架基本上被二維地實現並且代表支撐腳手架或立面腳手架的組件。腳手架框架包括至少兩個基本上彼此平行佈置的豎向桿，其在腳手架部段的完成構建的狀態下基本上豎直地延伸。兩個豎向桿與兩個彼此之間基本上平行取向的框架橫桿連接。框架橫桿相對於豎向桿而言基本上垂直地取向。框架橫桿和豎向桿共同形成了佈置在一個平面中的矩形。在周向上，圍繞腳手架框架交替地佈置豎向桿和框架橫桿。豎向桿的兩個端部各自突出超過框架橫桿。框架橫桿的端部以其端側固定在豎向桿的外表面上，其中豎向桿端側的端部突出超過與框架橫桿的連接點。豎向桿的該突出的端部形成連接端部，該連接端部被用於與腳手架節點連接或聯接。每個腳手架框架通常具有四個突出的連接端部，並由此能夠與四個不同的腳手架節點聯接。腳手架框架能夠具有其他的元件，例如框架對角件，其佈置在豎向桿和/或框架橫桿之間。對於根據本發明的腳手架部段，腳手架框架的至少一個連接端部***至少一個腳手架節點，並且與之聯接。在這種情況下，連接端部***腳手架節點的連接套筒的端部開口。將與被***腳手架節點中的連接端部相鄰佈置的框架橫桿佈置在連接套筒的縫隙中。框架橫桿在其與豎向桿的連接點處被縫隙包圍。因此，縫隙代表腳手架節點中的空隙（Aussparung），框架橫桿被引導通過該空隙。通過在腳手架節點上設置縫隙，能夠將腳手架框架進一步（相比於沒有此類縫隙而言）引入腳手架節點中。通過腳手架框架的這種能夠進一步引入腳手架節點的特性，能夠確保在兩個元件之間機械穩定的連接。正如此前關於腳手架節點的一些實施方式描述的，能夠將腳手架節點的縫隙用作在對腳手架節點與腳手架框架進行連接時的安裝止動部。腳手架框架的連接端部被簡單地推入腳手架節點中，直至框架橫桿在縫隙的背離連接套筒的端部開口的端部處止動爲止。通過這種方法，能夠簡單且安全地定義腳手架框架在腳手架節點中的***深度，從而使得能夠實現腳手架部段快速且無誤的構建。在這種情況下，縫隙能夠以較小的距離包圍框架橫桿，特別是框架橫桿的以下端部，該端部與豎向桿靠近於連接端部相連接。在這種情況下，在框架橫桿與縫隙之間存在間隙配合，該間隙配合保證了簡單的組裝和拆卸。在腳手架節點與連接端部連接完成的狀態下，腳手架框架的連接端部的外周面的一大部分抵靠在連接套筒的內周面上。在兩個周面之間的這種抵靠在以下區域中實現，即通過此前根據腳手架節點描述的圓周角所定義的區域。通過該大的圓周角（其由根據本發明的腳手架節點提供），在根據本發明的腳手架部段中確保了在腳手架節點與腳手架框架之間非常大的接觸面。通過該大的接觸面能夠在兩個元件之間安全且可靠地傳遞力和力矩。A scaffolding section according to the invention comprises at least one scaffolding node according to any of the preceding embodiments. In an advantageous manner, the scaffolding section comprises a plurality of such scaffolding nodes, wherein the scaffolding nodes can be implemented differently. Furthermore, the scaffolding section according to the invention comprises at least one scaffolding frame which is coupled or connected with at least one scaffolding node. In the case of a scaffolding frame, it refers to a frame which is realized essentially two-dimensionally and represents the components of the supporting scaffolding or façade scaffolding. The scaffolding frame comprises at least two vertical bars arranged substantially parallel to each other, which extend substantially vertically in the completed construction state of the scaffolding section. The two vertical bars are connected to two frame cross bars oriented substantially parallel to each other. The frame rails are oriented substantially vertically relative to the vertical bars. The frame crossbars and vertical bars together form a rectangle arranged in a plane. In the circumferential direction, vertical bars and frame cross bars are arranged alternately around the scaffolding frame. Both ends of the vertical bars each protrude beyond the frame cross bars. The ends of the frame rails are fastened with their end sides to the outer surface of the vertical rods, wherein the end faces of the vertical rods protrude beyond the connection point with the frame rails. The protruding ends of the vertical rods form connecting ends which are used to connect or couple with the scaffolding nodes. Each scaffolding frame typically has four protruding connection ends and thus can be coupled with four different scaffolding nodes. The scaffolding frame can have other elements, such as frame diagonal pieces, which are arranged between the vertical bars and/or the frame cross bars. For the scaffolding section according to the invention, at least one connecting end of the scaffolding frame is inserted into at least one scaffolding node and coupled therewith. In this case, the connection end is inserted into the end opening of the connection sleeve of the scaffolding node. The frame rails, which are arranged adjacent to the connection ends inserted into the scaffolding nodes, are arranged in the gaps of the connection sleeves. The frame crossbars are surrounded by gaps at their connection points with the vertical bars. The gaps thus represent the voids (Aussparung) in the scaffolding nodes through which the frame rails are guided. By providing gaps in the scaffolding nodes, the scaffolding frame can be introduced further into the scaffolding nodes than without such gaps. This characteristic of the scaffolding frame, which enables further introduction of scaffolding nodes, ensures a mechanically stable connection between the two elements. As previously described with respect to some embodiments of the scaffolding node, the slot of the scaffolding node can be used as a mounting stop when connecting the scaffolding node to the scaffolding frame. The connecting end of the scaffolding frame is simply pushed into the scaffolding node until the frame crossbar stops at the end of the slot facing away from the end opening of the connecting sleeve. In this way, the insertion depth of the scaffolding frame in the scaffolding node can be defined simply and safely, thus enabling a fast and error-free construction of scaffolding sections. In this case, the slot can surround the frame crossbar at a small distance, in particular the lower end of the frame crossbar, which is connected to the vertical bar close to the connecting end. In this case, there is a clearance fit between the frame rail and the slot, which clearance fit guarantees simple assembly and disassembly. When the connection between the scaffold node and the connection end is completed, a large part of the outer peripheral surface of the connection end of the scaffold frame abuts against the inner peripheral surface of the connection sleeve. This abutment between the two circumferential surfaces is achieved in the area defined by the circumferential angle previously described with reference to the scaffolding node. Due to this large circumferential angle, which is provided by the scaffolding node according to the invention, a very large contact surface between the scaffolding node and the scaffolding frame is ensured in the scaffolding section according to the invention. Forces and moments can be transmitted safely and reliably between the two elements by means of this large contact surface.

根據本發明的腳手架部段包括至少一個其他的腳手架元件，該其他的腳手架元件與腳手架節點連接。該其他的腳手架元件能夠被形成爲與腳手架節點的聯接元件連接的模塊化腳手架部件。該聯接元件具有一個或多個接口，這些接口與模塊化腳手架部件的連接接口兼容。模塊化腳手架部件的連接接口在形狀和尺寸方面與腳手架框架的連接端部有所不同。因此，腳手架框架與腳手架節點的連接僅通過***連接套筒中來實現，而模塊化腳手架部件的連接僅通過與聯接元件的聯接來實現。因此，腳手架節點代表了在腳手架框架與模塊化腳手架部件之間的連結（Bindeglied）。通過這種作爲連結的功能，使得腳手架節點能夠以簡單的方式實現以不同方式實現的腳手架部段。因此，以不同方式設計的腳手架框架和模塊化腳手架部件能夠通過簡單的方式彼此靈活地連接並且一起使用。可選地或額外地，根據本發明的腳手架部段能夠與其他的腳手架框架相連接，其中，該其他的腳手架框架的連接端部被***連接套筒的第二端部，該第二端部與第一腳手架框架的被***的第一連接端部相對。因此，根據本發明的腳手架部段包括：腳手架節點，至少一個第一腳手架框架和額外的至少一個模塊化腳手架部件，或第二腳手架框架。當然，根據本發明的腳手架部段還能夠包括更多的該元件或組件。根據本發明的腳手架部段還能夠進一步擴展，使得其代表完整的腳手架。在這種情況下，腳手架部段包括多個腳手架節點、腳手架框架和模塊化腳手架部件。The scaffolding section according to the invention comprises at least one further scaffolding element which is connected to the scaffolding node. The other scaffolding elements can be formed as modular scaffolding parts connected with the coupling elements of the scaffolding nodes. The coupling element has one or more interfaces that are compatible with the connection interfaces of the modular scaffolding components. The connection interfaces of the modular scaffolding components differ in shape and size from the connection ends of the scaffolding frame. Thus, the connection of the scaffolding frame to the scaffolding nodes is achieved only by insertion into the connection sleeves, while the connection of the modular scaffolding parts is achieved only by the coupling with the coupling elements. Therefore, the scaffolding node represents the binding (Bindeglied) between the scaffolding frame and the modular scaffolding components. This function as a link enables the scaffolding node to implement in a simple manner differently implemented scaffolding sections. Thus, differently designed scaffolding frames and modular scaffolding components can be flexibly connected to each other and used together in a simple manner. Alternatively or additionally, the scaffolding section according to the invention can be connected to other scaffolding frames, wherein the connecting end of the other scaffolding frame is inserted into the second end of the connecting sleeve, the second end Opposite to the inserted first connection end of the first scaffold frame. Thus, a scaffolding section according to the invention comprises: a scaffolding node, at least one first scaffolding frame and an additional at least one modular scaffolding part, or a second scaffolding frame. Of course, the scaffolding section according to the invention can also comprise more of these elements or assemblies. The scaffolding section according to the invention can also be further expanded so that it represents a complete scaffolding. In this case, the scaffolding section includes a plurality of scaffolding nodes, scaffolding frames and modular scaffolding components.

在優選設計方案中提出的是，腳手架節點與兩個腳手架框架連接，其中，每個腳手架框架各自的連接端部引入連接套筒的相對的端部中，並且，與相應的連接端部連接的框架橫桿分別佈置在各縫隙中，該縫隙通入連接套筒的各端部開口中。在腳手架部段的這一實施方式中，腳手架節點與兩個腳手架框架連接或聯接。兩個腳手架框架中每一個的連接端部分別***腳手架節點的連接套筒的端面中。在這種情況下，與腳手架框架的連接端部相鄰的、連接在相應的豎向桿上的框架橫桿分別引入被設置在腳手架節點中的縫隙，並且在***狀態下被縫隙包圍。連接端部的端側在聯接狀態下能夠在連接套筒的內部相互接觸，從而使得能夠在兩個連接端部之間直接傳遞力。可選地，連接端部還能夠與腳手架節點的元件（例如在連接套筒的內部中的突出部）相接或者停留在其上。在這種情況下，首先實現力從連接端部到腳手架節點上的傳遞，並隨後實現力從腳手架節點出發到第二連接端部上的傳遞。此外還可設想的是，力也在框架橫桿與縫隙之間傳遞，只要框架橫桿與相應的縫隙相接。代替第二連接端部或第二腳手架框架，其他的腳手架元件能夠通過***連接套筒中從而與腳手架節點連接，並隨後成爲腳手架部段的一部分。此類其他的腳手架元件例如能夠通過欄桿柱（Geländerstiel）形成。In a preferred design, it is proposed that the scaffolding node is connected to two scaffolding frames, wherein the respective connecting end of each scaffolding frame is introduced into the opposite end of the connecting sleeve, and the corresponding connecting end is connected to the The frame crossbars are arranged in respective slots, which open into respective end openings of the connecting sleeve. In this embodiment of the scaffolding section, the scaffolding node is connected or coupled with two scaffolding frames. The connecting ends of each of the two scaffolding frames are respectively inserted into the end faces of the connecting sleeves of the scaffolding nodes. In this case, the frame crossbars which are adjacent to the connection ends of the scaffolding frame and which are connected to the corresponding vertical bars are respectively introduced into the gaps provided in the scaffolding nodes and are surrounded by the gaps in the inserted state. In the coupled state, the end sides of the connecting ends can contact each other inside the connecting sleeve, so that forces can be transmitted directly between the two connecting ends. Optionally, the connection ends can also interface with or rest on elements of the scaffolding node, such as protrusions in the interior of the connection sleeve. In this case, the transmission of the force from the connection end to the scaffolding node takes place first, and then the transmission of the force from the scaffolding node to the second connection end takes place. Furthermore, it is also conceivable that forces are also transmitted between the frame rails and the slots, as long as the frame rails are in contact with the respective slots. Instead of the second connecting end or the second scaffolding frame, other scaffolding elements can be connected to the scaffolding node by being inserted into the connecting sleeve and then become part of the scaffolding section. Such other scaffolding elements can be formed, for example, by balustrades.

此外還提出的是，腳手架框架具有至少一個框架連接元件，其與豎向桿和/或框架橫桿固定連接，其中，框架連接元件被設置爲與支柱桿（Strebenstab）連接，該支柱桿用於相互連接多個腳手架框架，特別地，其中框架連接元件被實現爲傾斜指狀部（Kippfinger）或者欄桿鈎（Geländerhaken）。在該實施方式中，腳手架框架具有至少一個框架連接元件。在框架腳手架的情況下，其例如能夠爲支撐腳手架或立面腳手架，如前所述，腳手架框架通過支柱平面彼此連接，由此形成三維的腳手架。該支柱平面必須與腳手架框架相連接。爲了在腳手架框架與支柱平面之間的此類連接，設置有框架連接元件。在構建框架腳手架或腳手架部段時，框架連接元件例如與支柱十字件或支柱桿相連接。支柱十字件能夠由多個支柱桿形成。框架連接元件通常佈置在與腳手架框架的豎向桿和框架橫桿相同的平面中。在這種情況下，框架連接元件能夠朝向腳手架框架的內側進行佈置。例如能夠將框架連接元件實現爲傾斜指狀部。傾斜指狀部是圓柱形的元件，支柱桿可***到該傾斜指狀部上。爲了保證***上的支柱桿不會無意地從傾斜指狀部上脫落，在傾斜指狀部上設置指形的、可移動的元件，其在插上支柱桿之後會傾斜並由此被固定。在這樣的傾斜之後，支柱桿不再能夠從傾斜指狀部脫離。可選地，框架連接元件也可通過欄桿鈎形成。欄桿鈎是一種被設置成用於與腳手架欄桿連接的元件。當有人在腳手架或腳手架部段的平面上行走並且這些人員有墜落風險時，需要有腳手架欄桿。Furthermore, it is proposed that the scaffolding frame has at least one frame connecting element which is fixedly connected to the vertical rod and/or to the frame cross rod, wherein the frame connecting element is provided to be connected to a strut rod for the purpose of A plurality of scaffolding frames are connected to each other, in particular, wherein the frame connecting elements are realized as inclined fingers or railing hooks (Geländerhaken). In this embodiment, the scaffolding frame has at least one frame connecting element. In the case of frame scaffolding, which can be, for example, support scaffolding or façade scaffolding, as already mentioned, the scaffolding frames are connected to each other by means of support planes, thereby forming a three-dimensional scaffolding. This pillar plane must be connected to the scaffolding frame. For such a connection between the scaffolding frame and the pillar plane, frame connecting elements are provided. When constructing frame scaffolding or scaffolding sections, the frame connecting elements are connected, for example, to strut crosses or strut rods. The strut cross can be formed from a plurality of strut bars. The frame connecting elements are usually arranged in the same plane as the vertical bars and frame cross bars of the scaffolding frame. In this case, the frame connecting elements can be arranged towards the inside of the scaffolding frame. For example, the frame connecting elements can be implemented as inclined fingers. The inclined fingers are cylindrical elements onto which the strut rods can be inserted. In order to ensure that the inserted strut rod does not unintentionally fall off the tilting fingers, finger-shaped, movable elements are provided on the tilting fingers, which, after the strut rod has been inserted, are tilted and thus fixed . After such tilting, the strut rod can no longer be disengaged from the tilting fingers. Alternatively, the frame connecting elements can also be formed by rail hooks. A railing hook is an element provided for connection with a scaffold railing. Scaffolding railings are required when people are walking on the level of the scaffolding or scaffolding section and these people are at risk of falling.

一種有利的方式提出的是，被引入連接套筒中的兩個連接端部的兩個端面彼此相接，或者，被引入連接套筒中的兩個連接端部借助於至少一個插接元件以形狀配合的方式彼此連接，其中，插接元件被引入在連接套筒中的至少一個鎖定開口以及在連接端部中的至少一個固定開口，由此能夠將平行於中心軸作用的力在兩個連接端部之間傳遞。從***連接套筒的一個側面中的連接端部到***連接套筒的相對側面上的連接端部的力傳遞能夠以不同的方式實現。在一個簡單的實施方式中，兩個連接端部的兩個端面在連接套筒的內部相接，由此能夠實現在該位置處的直接的力傳遞。可選地或額外地，一個或兩個連接端部能夠與腳手架節點的連接套筒銷接。該銷接是借助於插接元件實現的，其被***至少穿過連接套筒中的一部分並且被***至少穿過連接端部中的一部分。由此產生了連接端部與腳手架節點的形狀配合的連接。在這種情況下，力能夠以形狀配合的方式從第一連接端部傳遞至腳手架節點中。當然，反過來說也是一樣的。***連接套筒中的第二連接端部以相同的方式銷接，也就是以形狀配合的方式連接，能夠將力相應地以形狀配合的方式在連接套筒與所設置的第二連接端部之間傳遞。爲了與插接元件產生形狀配合的連接，腳手架節點的連接套筒具有至少一個鎖定開口，並且，連接端部具有至少一個固定開口。鎖定開口和固定開口具有內截面（Innenquerschnitt），該內截面略大於插接元件的外截面（Außenquerschnitt）。由此，能夠將插接元件以間隙配合的方式被引入兩個開口中。在插接元件上能夠設置固定元件（Sicherungselement），其能夠在銷接之後***縱，從而避免插接元件無意地從開口中掉出或被拉出。通過適當地選擇公差還有可能實現的是，在構建腳手架部段時，被***連接套筒中的兩個連接端部的端面彼此相接，儘管如此，插接元件被用來連接腳手架節點與連接端部。在這種情況下，壓力在兩個連接端部之間通過彼此相抵端面直接傳遞。如果發生拉力，在連接套筒中的連接端部的兩個端面之間會產生較小的間距。如果進一步施加拉力，在插接元件和連接元件以及腳手架節點之間以形狀配合的方式接合。由此能夠避免的是，腳手架元件被拉出腳手架節點。此類無意的拉出例如能夠在構建或拆卸腳手架部段時發生，並且能夠可靠地通過額外地設置插接元件來避免。爲了避免在這種情況下的過度確定（Überbestimmung），能夠增大在插接元件與鎖定開口和固定開口之間的間隙配合。在這種情況下，連接端部能夠從在其中相對的連接端部在連接套筒的內部相抵的狀態開始，從連接套筒拉出一小段距離，直至在插接元件與鎖定開口和/或固定開口之間以形狀配合的方式接合。開口和插接元件的尺寸的相應公差也有利於補償在腳手架框架的連接端部的長度方面的尺寸公差。It is advantageously provided that the two end faces of the two connecting ends introduced into the connecting sleeve abut one another, or that the two connecting ends introduced into the connecting sleeve are connected by means of at least one plug element. They are connected to each other in a form-fitting manner, wherein the plug element is introduced into at least one locking opening in the connecting sleeve and at least one fixing opening in the connecting end, whereby forces acting parallel to the central axis can be Transfer between connection ends. The force transmission from the connection end inserted in one side of the connection sleeve to the connection end inserted into the opposite side of the connection sleeve can be achieved in different ways. In a simple embodiment, the two end faces of the two connecting ends meet inside the connecting sleeve, whereby a direct force transmission can be achieved at this point. Alternatively or additionally, one or both of the connection ends can be pinned to the connection sleeves of the scaffolding nodes. The pinning is effected by means of a plug-in element, which is inserted through at least a part in the connecting sleeve and through at least a part in the connecting end. This produces a form-fitting connection of the connection ends to the scaffolding nodes. In this case, the force can be transferred from the first connection end into the scaffolding node in a form-fitting manner. Of course, the reverse is also true. The second connecting end inserted into the connecting sleeve is pinned in the same way, that is, connected in a form-fitting manner, so that a force can be applied between the connecting sleeve and the provided second connecting end in a form-fitting manner accordingly. transfer between. In order to produce a form-fit connection with the plug-in element, the connection sleeve of the scaffold node has at least one locking opening and the connection end has at least one fixing opening. The locking opening and the fixing opening have an inner cross-section (Innenquerschnitt) which is slightly larger than the outer cross-section (Außenquerschnitt) of the plug-in element. As a result, the plug-in element can be introduced into the two openings with a clearance fit. A securing element can be provided on the plug-in element, which can be actuated after the pinning in order to prevent the plug-in element from falling out of the opening or being pulled out unintentionally. By suitable choice of tolerances it is also possible that the end faces of the two connecting ends inserted into the connecting sleeves meet each other during the construction of the scaffolding section, although plug-in elements are used to connect the scaffolding nodes with Connect the ends. In this case, the pressure is transmitted directly between the two connecting ends via the end faces abutting each other. In the event of a tensile force, a small distance is created between the two end faces of the connecting end in the connecting sleeve. If a further tensile force is exerted, there is a form-fitting engagement between the plug element and the connecting element and the scaffolding node. It can thus be avoided that the scaffolding element is pulled out of the scaffolding node. Such unintentional pull-out can occur, for example, during the construction or dismantling of the scaffolding section, and can be reliably avoided by additionally providing plug-in elements. In order to avoid overdetermination in this case, the clearance fit between the plug element and the locking and securing openings can be increased. In this case, the connecting end can be pulled out a short distance from the connecting sleeve, starting from a state in which the opposite connecting end abuts inside the connecting sleeve, until the plug element is in contact with the locking opening and/or The fixed openings engage in a form-fitting manner. Corresponding tolerances in the dimensions of the openings and of the plug-in elements also facilitate compensating for dimensional tolerances in the length of the connection ends of the scaffolding frame.

在一個優選的設計方案中提出的是，連接端部的朝向外的周面至少部分地抵靠在套筒壁的朝向內的表面，特別是在套筒壁的由圓周角所定義的區域中抵靠，其中通過這種面的抵靠，垂直於中心軸作用的力以及圍繞與中心軸成角度（特別是成直角）的軸線作用的力矩能夠在連接端部與腳手架節點之間傳遞。在聯接腳手架節點和腳手架框架時，連接端部的朝向外的周面抵靠連接套筒的朝向內的周面或表面。連接套筒的朝向內的表面僅通過縫隙中斷。朝向內的表面在通過圓周角定義的區域內延伸。由於圓周角被選擇得較大，則在腳手架節點與腳手架框架的連接端部之間的承載面或接觸面也很大。通過這種相互抵靠的面，將力和力矩在腳手架節點與腳手架框架之間傳遞。一方面，通過這些面傳遞力，該面垂直於連接套筒的中心軸線取向。此外還傳遞力矩，該力矩圍繞軸線出現，該軸線以一定角度相對於中心軸佈置。平行於連接套筒的中心軸作用的力通過前述的機構傳遞，即不但直接從與腳手架節點聯接的腳手架框架傳遞到另一腳手架框架，或者是通過在腳手架框架的連接端部與腳手架節點之間的形狀配合，其通過與插接元件的銷接產生。因此，具有腳手架節點的腳手架部段能夠在與腳手架節點連接或聯接的腳手架元件之間傳遞拉力和壓力以及力矩。還有可能的是，通過腳手架節點傳遞一定量的扭轉力，該扭轉力在腳手架部段中產生於不同的腳手架元件之間。在連接套筒中的縫隙大大有助於，相對不具有縫隙的腳手架節點的連接而言，明顯增大在腳手架框架的連接端部與連接套筒之間的接觸面。由於框架橫桿能夠被推入縫隙，連接端部並由此腳手架框架的豎向桿能夠被明顯地進一步推入到連接套筒中，由此顯著地增大了承載面。通過被增大的承載面，能夠經該連接傳遞更大的力和力矩。In a preferred configuration, it is proposed that the outer peripheral surface of the connecting end rests at least partially against the inwardly facing surface of the sleeve wall, in particular in the region of the sleeve wall which is defined by the circumferential angle Abutment, wherein by means of such a face abutment, forces acting perpendicular to the central axis and moments acting about an axis at an angle (especially at right angles) to the central axis can be transmitted between the connection ends and the scaffolding nodes. When coupling the scaffolding node and the scaffolding frame, the outer facing peripheral surface of the connection end abuts the inward facing peripheral surface or surface of the connection sleeve. The inwardly facing surface of the connecting sleeve is interrupted only by the slit. The inward facing surface extends within the area defined by the circumferential angle. Since the circumference angle is chosen to be large, the bearing surface or contact surface between the scaffolding node and the connection end of the scaffolding frame is also large. Through such abutting surfaces, forces and moments are transmitted between the scaffolding nodes and the scaffolding frame. On the one hand, the forces are transmitted via these surfaces, which are oriented perpendicularly to the central axis of the connecting sleeve. In addition, a moment is transmitted, which occurs around an axis which is arranged at an angle with respect to the central axis. The force acting parallel to the central axis of the connecting sleeve is transmitted through the aforementioned mechanism, that is, not only directly from the scaffolding frame coupled to the scaffolding node to the other scaffolding frame, or by passing between the connecting end of the scaffolding frame and the scaffolding node form fit, which is produced by pinning with the plug-in element. Thus, a scaffolding section with scaffolding nodes is able to transmit tensile and compressive forces as well as moments between the scaffolding elements connected or coupled with the scaffolding nodes. It is also possible to transmit a certain amount of torsional force through the scaffolding nodes, which twisting force is generated in the scaffolding section between the different scaffolding elements. The gap in the connecting sleeve greatly contributes to a significantly larger contact surface between the connecting end of the scaffolding frame and the connecting sleeve compared to the connection of scaffolding nodes without gaps. Since the frame crossbars can be pushed into the gaps, the connecting ends and thus the vertical bars of the scaffolding frame can be pushed considerably further into the connecting sleeves, thereby significantly increasing the load-bearing surface. Due to the enlarged bearing surface, greater forces and moments can be transmitted via the connection.

此外還提出的是，聯接元件與至少一個模塊化腳手架部件連接，其中，模塊化腳手架部件通過水平橫桿或者通過水平對角件或者通過豎向對角件形成。在該實施方式中，將至少一個模塊化腳手架部件連接到聯接元件上。此外，還可將其他的（也即多個）模塊化腳手架部件與腳手架節點的聯接元件相連接。模塊化腳手架部件一般能夠是屬於一個模塊化腳手架的所有腳手架元件。此處，模塊化腳手架被理解爲以下的腳手架，其能夠根據模塊化原則（Baukastenprinzip）由不同的元件組合並組裝爲不同的整體形狀和整體尺寸。因此，例如模塊化腳手架的水平橫桿（其作爲模塊化腳手架部件）與聯接元件相連接。其他可能的模塊化腳手架部件是水平對角件或豎向對角件。當然，其他各種類型的模塊化腳手架部件也能夠與聯接元件相連接。此外，聯接元件還與其他的元件連接，例如借助繩索，其用於繫索或固定腳手架。Furthermore, it is proposed that the coupling element is connected to at least one modular scaffolding part, wherein the modular scaffolding part is formed by horizontal rails or by horizontal diagonal pieces or by vertical diagonal pieces. In this embodiment, at least one modular scaffolding component is connected to the coupling element. Furthermore, other (ie a plurality of) modular scaffolding parts can also be connected to the coupling elements of the scaffolding nodes. Modular scaffolding components can generally be all scaffolding elements belonging to a modular scaffolding. Modular scaffolding is understood here to mean scaffolding which can be combined and assembled from different elements in different overall shapes and overall dimensions according to the modular principle (Baukastenprinzip). Thus, for example, horizontal cross bars of a modular scaffold, which are modular scaffold parts, are connected with the coupling elements. Other possible modular scaffolding parts are horizontal diagonal pieces or vertical diagonal pieces. Of course, other various types of modular scaffolding components can also be connected with the coupling elements. Furthermore, the coupling elements are also connected to other elements, for example by means of ropes, which are used for lanyards or for securing scaffolding.

最後，本發明的任務通過一種用於構建根據前述的實施方式任一項所述的腳手架部段的方法來解決，該方法包括以下步驟： （A）將腳手架節點推到腳手架框架的第一連接端部上，其中套筒壁在連接端部的外周面上推動，並且，腳手架框架的與連接端部連接的框架橫桿被引入連接套筒的縫隙，直至縫隙的背離端部開口的端部在框架橫桿處止動爲止， （B）將其他的腳手架框架與腳手架節點相連接，這是通過將其他的腳手架框架的連接端部推入到連接套筒的與第一連接端部相對的端部，和/或，將至少一個模塊化腳手架部件與腳手架節點的聯接元件相連接。執行根據本發明的方法，以便構建根據本發明的腳手架部段。該方法優選按照步驟（A）和（B）的給定順序來執行。在方法步驟反向時，可採用類似的方法來拆卸或拆解根據本發明的腳手架部段。在第一方法步驟（A）中，腳手架節點與腳手架框架連接或聯接。爲此，腳手架節點的連接套筒被推到腳手架框架的連接端部上。當然，這種運動方式也能夠反過來，並且，腳手架框架的連接端部被推入腳手架節點的連接套筒中。在腳手架框架關於腳手架節點的相對運動過程中，鄰近連接端部固定的框架橫桿被引入連接套筒的縫隙中，並且在該縫隙中進一步推動。繼續將連接端部引入腳手架節點中，直至框架橫桿在縫隙的背離端部開口的端部處止擋爲止。而這種止擋限制了在腳手架框架與腳手架節點之間的相對運動。通過這種止擋確保了在腳手架節點與腳手架框架之間正確的定位。在設置了腳手架節點與腳手架框架之間的相對位置之後，在方法步驟（B）中，將其他的腳手架元件與腳手架節點相連接。其他的腳手架元件涉及其他的腳手架框架，其以連接端部被引入連接套筒，類似於方法步驟（A）。可選地，其他的腳手架元件能夠通過模塊化腳手架部件形成，其與腳手架節點的聯接元件相連接。當然，還能夠將多個其他的腳手架元件（例如一個腳手架框架和一個模塊化腳手架部件）與腳手架節點相連接。一旦將全部所需的腳手架元件與腳手架節點相連接，則可以類比該步驟（A）和（B）將其他的腳手架節點和腳手架元件添加至腳手架部段，直至所構建的腳手架部段滿足所需的要求爲止。根據本發明的方法能夠以簡單的方法並且以較小的時間成本被執行。其中，在腳手架節點和與之相連的腳手架框架之間正確的相對位置通過相應的框架橫桿在縫隙的背離端部開口的端部處的止擋來設置，這種連接和相對位置的設置是非常容易的並且不需要任何特殊的專業知識。對於方法步驟（A）而言，其中不需要工具，並且不需要通過測量或類似的測試步驟來對方法步驟進行控制。此外，根據方法步驟（B）將其他的腳手架元件連接在腳手架節點上，這能夠非常簡單地並且以小的時間成本來執行。因此，根據本發明的方法使得有可能快速地並因此成本低廉地構建腳手架部段。同時，特別通過腳手架節點的設計，確保了將腳手架元件正確且牢固地彼此連接。因此，通過該方法能夠在較短的時間內構建一個穩定且可靠的腳手架部段。 Finally, the object of the present invention is solved by a method for constructing a scaffolding section according to any of the preceding embodiments, the method comprising the following steps: (A) The scaffolding node is pushed onto the first connecting end of the scaffolding frame, wherein the sleeve wall is pushed on the outer peripheral surface of the connecting end, and the frame crossbar of the scaffolding frame connected with the connecting end is introduced into the connecting sleeve the slot of the barrel until the end of the slot facing away from the end opening stops at the frame crossbar, (B) connecting the other scaffolding frame to the scaffolding node by pushing the connecting end of the other scaffolding frame into the end of the connecting sleeve opposite the first connecting end, and/or, connecting at least A modular scaffolding component is connected to the linking elements of the scaffolding nodes. The method according to the invention is carried out in order to construct the scaffolding section according to the invention. The method is preferably carried out in the given sequence of steps (A) and (B). When the method steps are reversed, a similar method can be used to disassemble or disassemble the scaffolding section according to the invention. In a first method step (A), the scaffolding nodes are connected or coupled with the scaffolding frame. For this purpose, the connecting sleeves of the scaffolding nodes are pushed onto the connecting ends of the scaffolding frame. Of course, this movement can also be reversed, and the connecting ends of the scaffolding frame are pushed into the connecting sleeves of the scaffolding nodes. During the relative movement of the scaffolding frame with respect to the scaffolding nodes, the frame rails fixed adjacent to the connecting ends are introduced into the gaps of the connecting sleeves and pushed further in the gaps. Continue to introduce the connecting end into the scaffolding node until the frame crossbar stops at the end of the slot facing away from the end opening. Such stops, in turn, limit the relative movement between the scaffolding frame and the scaffolding nodes. Correct positioning between the scaffolding node and the scaffolding frame is ensured by this stop. After the relative positions between the scaffolding nodes and the scaffolding frame are set, in method step (B), other scaffolding elements are connected to the scaffolding nodes. The other scaffolding elements are other scaffolding frames, which are introduced into the connecting sleeves with connecting ends, analogously to method step (A). Alternatively, other scaffolding elements can be formed by modular scaffolding parts, which are connected with the coupling elements of the scaffolding nodes. Of course, it is also possible to connect a number of other scaffolding elements (eg a scaffolding frame and a modular scaffolding part) to the scaffolding node. Once all the required scaffolding elements are connected to the scaffolding node, you can add other scaffolding nodes and scaffolding elements to the scaffolding section analogously to steps (A) and (B) until the constructed scaffolding section meets the requirements up to the request. The method according to the invention can be carried out in a simple manner and with little time effort. In this case, the correct relative position between the scaffolding node and the scaffolding frame connected to it is set by the stop of the corresponding frame crossbar at the end of the slot facing away from the end opening, this connection and the setting of the relative position are Very easy and does not require any special expertise. For method step (A), no tools are required and no method step needs to be controlled by means of measurements or similar test steps. Furthermore, according to method step (B), other scaffolding elements are connected to the scaffolding nodes, which can be carried out very simply and with little time effort. Thus, the method according to the invention makes it possible to construct scaffold sections quickly and therefore inexpensively. At the same time, it is ensured, in particular by the design of the scaffolding nodes, that the scaffolding elements are connected to each other correctly and firmly. Therefore, a stable and reliable scaffolding section can be built in a relatively short time by this method.

結合腳手架節點和腳手架部段所描述的優勢和作用能夠轉移到根據本發明的方法。反之亦然，該方法的作用和優勢能夠被轉移到腳手架節點和腳手架部段。The advantages and effects described in connection with scaffolding nodes and scaffolding sections can be transferred to the method according to the invention. Vice versa, the effects and advantages of the method can be transferred to scaffolding nodes and scaffolding sections.

在附圖中相同的元件配有相同的附圖標記。一般來說，針對一個圖描述的元素的該特性也適用於其他的附圖。向上或向下的方向指示參照該附圖，並且其含義能夠被轉移到其他的附圖。Identical elements are provided with the same reference numerals in the figures. In general, the properties of elements described for one figure also apply to other figures. An upward or downward directional indication refers to this figure, and its meaning can be transferred to other figures.

圖1示出了根據本發明的一個實施方式的腳手架節點1的立體視圖。腳手架節點1用於連接在不同的空間方向上延伸的腳手架元件。腳手架節點1在腳手架部段100中的連接和佈置由圖2示出。腳手架節點1包括連接套筒2，其在圖1垂直方向上示出。在所示的實施方式中，連接套筒2通過由鐵基材料所組成的圓柱形的管形成。連接套筒2被實現爲是內部中空的，其中套筒壁21至少部分地包圍連接套筒的中空的內部。連接套筒2也可以是其他的形狀。例如，連接套筒2還可以通過具有四邊形的（例如方形的）截面的管形成。連接套筒也能夠由其他的材料製成，例如由塑料製成。圖1中所示的虛線是連接套筒2的中心軸MA。該中心軸MA在連接套筒2的縱向方向上延伸，並且在連接套筒2的端面27的俯視圖上看佈置在連接套筒2的截面圖的中間。在所示的實施方式中，中心軸MA同時還代表連接套筒2的對稱軸。中心軸MA是假想的輔助幾何圖形，其被定義以便於描述腳手架節點1的其他特性和形狀。連接套筒2具有整體套筒長度24，其從端面27出發朝著連接套筒的相對的端面27延伸。連接套筒2在其朝向外的周面上具有套筒直徑25。連接套筒2的內徑通過以下方式得到，即由套筒直徑25減去套筒壁21的壁厚度的兩倍。Figure 1 shows a perspective view of a scaffolding node 1 according to an embodiment of the invention. Scaffolding nodes 1 are used to connect scaffolding elements extending in different spatial directions. The connection and arrangement of the scaffolding nodes 1 in the scaffolding section 100 is shown in FIG. 2 . The scaffolding node 1 comprises a connecting sleeve 2, which is shown vertically in FIG. 1 . In the embodiment shown, the connecting sleeve 2 is formed by a cylindrical tube composed of an iron-based material. The connecting sleeve 2 is realized hollow inside, wherein the sleeve wall 21 at least partially surrounds the hollow interior of the connecting sleeve. The connecting sleeve 2 may also have other shapes. For example, the connecting sleeve 2 can also be formed by a tube having a quadrangular (eg square) cross-section. The connecting sleeve can also be made of other materials, for example plastic. The dotted line shown in FIG. 1 is the central axis MA of the connection sleeve 2 . This central axis MA extends in the longitudinal direction of the connecting sleeve 2 and is arranged in the middle of the sectional view of the connecting sleeve 2 as seen in a plan view of the end face 27 of the connecting sleeve 2 . In the embodiment shown, the central axis MA at the same time also represents the axis of symmetry of the connecting sleeve 2 . The central axis MA is an imaginary auxiliary geometry, which is defined in order to describe other properties and shapes of the scaffolding node 1 . The connecting sleeve 2 has an overall sleeve length 24 which extends from the end face 27 towards the opposite end face 27 of the connecting sleeve. The connecting sleeve 2 has a sleeve diameter 25 on its outer peripheral surface. The inner diameter of the connecting sleeve 2 is obtained by subtracting twice the wall thickness of the sleeve wall 21 from the sleeve diameter 25 .

腳手架節點1還包括聯接元件3，其用於連接腳手架節點1和其他的腳手架元件。聯接元件3在此處固定地安裝在連接套筒2的外周面處。在所示的實施方式中，聯接元件3在圖1中通過連接盤31形成。該連接盤具有兩個彼此相對地佈置的接收面311。在圖1中僅能夠看到一個朝向上的接收面311。朝向下的是另一個接收面311，其具有與朝向上的接收面311相同的形狀。在連接盤31中，從接收面311開始形成有多個接收凹槽312。接收凹槽312代表用於與其他的腳手架元件（特別是與模塊化腳手架部件6）連接的接口。接收凹槽312能夠例如具有以下形狀，該形狀被實現爲與在所示其他的腳手架元件上（特別是在模塊化腳手架部件6上）的相應連接接口61互補。連接盤31中的接收凹槽312的形狀、尺寸和位置並不局限於圖1中所示的實施方式，而是能夠相應於待連接的腳手架元件的需要被改變。在所示的實施方式中，被實現爲連接盤31的聯接元件3是由具有原本基本爲方形的截面的平盤製成。原本方形的截面的朝向右前方的一角被去除。因此，被實現爲連接盤31的聯接元件3在連接套筒2的周向上以不同的距離突出超過連接套筒2的外周面。在朝向右前方的區域中，在該區域中，也將兩個縫隙22佈置在連接套筒2中，聯接元件3突出超過連接套筒2的距離比在其他區域中要小。其原因在於，在將腳手架節點1與一個或兩個腳手架框架4連接時，一個或兩個框架橫桿42被引導通過縫隙22，並隨後從縫隙22開始從中心軸MA的徑向方向上延伸出來。被引導通過縫隙22的框架橫桿42將避免其他的腳手架元件（特別是模塊化腳手架部件6）連接到聯接元件3的朝向右前方的區域中，這是通過阻擋對於此類連接而言所需的空間。因此，從連接套筒2的周向上看，在縫隙22的區域中，將聯接元件3實現爲突出距離較小。由此，同時改善了被引入縫隙22的框架橫桿42的可接近性和可抓握性，從而使得腳手架節點1和腳手架框架4的安裝和拆卸得以簡化。當然，聯接元件3也能夠在周向上均勻地突出超過連接套筒2的外表面。同樣有可能的是，聯接元件3完全不存在於縫隙22的區域中。在這種情況下，聯接元件3並不完全地包圍連接套筒2，而是僅僅在圓周的部分區域中包圍。在所示的實施方式中，聯接元件3在圓周上完全包圍連接套筒2。由此，聯接元件3能夠圍繞周向與連接套筒2連接，從而能夠實現在兩個元件之間非常穩定的連接。同時，在所示的實施方式中，通過腳手架節點3的聯接元件3的右前方被除去的角，使得在與腳手架框架4連接時操作起來非常符合人體工程學。在所示的實施方式中，被實現爲連接盤31的聯接元件3由鐵基材料製成，並且通過焊接連接與連接套筒2連接。The scaffolding node 1 also includes coupling elements 3 for connecting the scaffolding node 1 with other scaffolding elements. The coupling element 3 is here fixedly mounted on the outer peripheral surface of the connecting sleeve 2 . In the embodiment shown, the coupling element 3 is formed by a connecting disk 31 in FIG. 1 . The connection disk has two receiving surfaces 311 which are arranged opposite one another. Only one receiving surface 311 facing upwards can be seen in FIG. 1 . Downward facing is another receiving surface 311 which has the same shape as the upwardly facing receiving surface 311 . In the land 31 , a plurality of receiving grooves 312 are formed from the receiving surface 311 . The receiving recess 312 represents an interface for connection with other scaffolding elements, in particular with the modular scaffolding part 6 . The receiving recess 312 can, for example, have a shape realized to be complementary to the corresponding connection interface 61 on the other scaffolding elements shown, in particular on the modular scaffolding part 6 . The shape, size and position of the receiving grooves 312 in the connection plate 31 are not limited to the embodiment shown in FIG. 1 , but can be changed according to the needs of the scaffolding elements to be connected. In the embodiment shown, the coupling element 3 , which is realized as a connecting disc 31 , is made of a flat disc with an otherwise substantially square cross-section. The front right corner of the originally square cross-section was removed. The coupling elements 3 , which are realized as connecting discs 31 , thus protrude beyond the outer peripheral surface of the connecting sleeve 2 by different distances in the circumferential direction of the connecting sleeve 2 . In the region towards the front right, in which two slots 22 are also arranged in the connecting sleeve 2 , the coupling element 3 protrudes beyond the connecting sleeve 2 by a smaller distance than in other regions. The reason for this is that, when connecting the scaffolding node 1 with one or both scaffolding frames 4, one or both frame crossbars 42 are guided through the slot 22 and then extend from the slot 22 in the radial direction of the central axis MA come out. The frame rails 42 guided through the gaps 22 will avoid the connection of other scaffolding elements, in particular the modular scaffolding parts 6 , into the area of the coupling element 3 towards the front right, which is required for such a connection by blocking Space. Thus, viewed in the circumferential direction of the connecting sleeve 2 , in the region of the slot 22 , the coupling element 3 is realized with a small protruding distance. Thereby, the accessibility and graspability of the frame rails 42 introduced into the gaps 22 are improved at the same time, so that the installation and removal of the scaffolding node 1 and the scaffolding frame 4 is simplified. Of course, the coupling element 3 can also protrude uniformly in the circumferential direction beyond the outer surface of the connecting sleeve 2 . It is also possible that the coupling element 3 is completely absent in the region of the gap 22 . In this case, the coupling element 3 does not completely surround the connecting sleeve 2 , but only in a partial area of the circumference. In the embodiment shown, the coupling element 3 completely surrounds the connecting sleeve 2 on the circumference. As a result, the coupling element 3 can be connected to the connecting sleeve 2 in the circumferential direction, so that a very stable connection between the two elements can be achieved. At the same time, in the embodiment shown, the removal of the right front corner of the coupling element 3 of the scaffold node 3 makes it very ergonomic to handle when connecting to the scaffold frame 4 . In the embodiment shown, the coupling element 3 , which is realized as a connecting disc 31 , is made of an iron-based material and is connected to the connecting sleeve 2 by a welded connection.

連接套筒2具有至少一個縫隙22，其形成在套筒壁21中並且以縫隙長度SL平行於中心軸MA延伸。在圖1中所示的實施方式中，連接套筒2具有兩個彼此對齊佈置的縫隙22，這些縫隙從端側27開始在聯接元件3的方向上延伸。兩個縫隙22分別通入端部開口23，其代表在端面27上到連接套筒2的內部的開口。朝向上的第一縫隙22從下部的端部開口23開始以縫隙長度SL1向上延伸。朝向下的第二縫隙22從上部的端部開口23開始以縫隙長度SL2向下延伸。在所示的實施方式中，兩個縫隙長度SL1和SL2是一樣長的。然而，這兩個縫隙長度SL1和SL2也能夠是不同長度的。縫隙22中的每一個在連接套筒2的周向上通過兩個邊界壁限制。在所示的實施方式中，這兩個邊界壁代表兩個基本上彼此平行的縱向邊界。此處，縱向邊界是直線的。在縱向邊界之間，設置彎曲的過渡部分作爲縫隙22的其他的邊界壁。在所示的實施方式中，該彎曲的過渡部分是半圓形的。例如，當使用指形銑刀進行銑削從而在連接套筒2中形成縫隙22時，能夠形成此種形式的形狀。在所示的實施方式中，兩個縫隙22相互對齊。這意味著，兩個縫隙22在連接套筒2的周向上佈置到相同的位置。然而可選地還有可能的是，兩個縫隙22僅僅彼此平行，但並非佈置在連接套筒2的周向上的相同位置處。在這種情況下，縫隙22在連接套筒2的周向上朝向不同的方向。The connecting sleeve 2 has at least one slot 22 which is formed in the sleeve wall 21 and extends with the slot length SL parallel to the central axis MA. In the embodiment shown in FIG. 1 , the connecting sleeve 2 has two slots 22 which are arranged in alignment with one another and extend from the end side 27 in the direction of the coupling element 3 . The two slots 22 each open into end openings 23 which represent openings on the end face 27 to the interior of the connecting sleeve 2 . The upwardly facing first slit 22 extends upwards from the lower end opening 23 with a slit length SL1 . The downwardly facing second slit 22 extends downwards from the upper end opening 23 by a slit length SL2. In the embodiment shown, the two slot lengths SL1 and SL2 are the same length. However, the two slot lengths SL1 and SL2 can also be of different lengths. Each of the gaps 22 is delimited in the circumferential direction of the connecting sleeve 2 by two boundary walls. In the embodiment shown, the two boundary walls represent two longitudinal boundaries which are substantially parallel to each other. Here, the longitudinal boundaries are straight. Between the longitudinal boundaries, curved transitions are provided as further boundary walls of the gap 22 . In the embodiment shown, the curved transition portion is semi-circular. This form of shape can be formed, for example, when milling is carried out with a finger mill to form the slot 22 in the connecting sleeve 2 . In the embodiment shown, the two slits 22 are aligned with each other. This means that the two slots 22 are arranged in the same position in the circumferential direction of the connecting sleeve 2 . Alternatively, however, it is also possible that the two slots 22 are only parallel to each other, but are not arranged at the same position in the circumferential direction of the connecting sleeve 2 . In this case, the slits 22 face in different directions in the circumferential direction of the connecting sleeve 2 .

對於腳手架節點1的安全和可靠的功能而言起到決定性作用的是縫隙22的最佳寬度。縫隙22的寬度應當剛好能使得腳手架框架4的框架橫桿42能夠以間隙配合的方式引入縫隙22中。然而，在這種情況下，縫隙22應當被實現爲盡可能窄，從而盡可能不削弱在縫隙22的區域中的套筒壁21。縫隙22的寬度的定義，這是通過定義在縫隙22的區域中的其餘套筒壁21的圓周角UW來實現的。在圖1中，從用虛線所示的中心軸MA開始畫出兩條輔助線，這兩條輔助線朝著縫隙22的縱向邊界或者在縱向方向上佈置的邊界壁延伸。這些縱向邊界同時代表在縫隙22區域中的套筒壁21的邊界。圓周角UW被定義在兩條輔助線之間，也就是在縫隙22區域中的套筒壁21的縱向邊界之間。正如從圖1已經可以看出的，在所示的實施方式中，圓周角UW明顯大於四分之三圓，也就是說大於270°。這意味著，套筒壁21在縫隙22的區域中包圍連接套筒2的圓周的大部分，而僅在小的部分區域中被縫隙22中斷。根據本發明，該圓周角UW大於270°，優選是大於300°。一般來說成立的是，圓周角UW選擇得越大，連接套筒2在縫隙22的區域中就越穩定。爲了使得連接套筒2在縫隙22的區域中盡可能穩定，並由此有可能傳遞盡可能大的力和力矩，在連接套筒2的縱向區域（其中佈置有縫隙22）中，不佈置第二縫隙22。佈置在該區域中的第二縫隙22將會額外地削弱在該區域中的連接套筒2，並且減小其餘套筒壁21的圓周角UW。因此，要避免在縫隙22的同一縱向區域中佈置第二縫隙22。在所示的實施方式中，兩個縫隙22周圍的圓周角UW被實現爲是相同的。但也有可能的是，圍繞上部的縫隙22和圍繞下部的縫隙22的圓周角UW被實現爲是不同的。The optimum width of the gap 22 is decisive for the safe and reliable functioning of the scaffolding node 1 . The width of the slot 22 should be just such that the frame rails 42 of the scaffold frame 4 can be introduced into the slot 22 in a clearance fit manner. In this case, however, the slot 22 should be realized as narrow as possible so as not to weaken the sleeve wall 21 in the region of the slot 22 as much as possible. The width of the slot 22 is defined by defining the circumferential angle UW of the remaining sleeve walls 21 in the region of the slot 22 . In FIG. 1 , two auxiliary lines are drawn starting from the central axis MA indicated by dashed lines, which extend towards the longitudinal boundary of the slot 22 or the boundary walls arranged in the longitudinal direction. These longitudinal boundaries simultaneously represent the boundaries of the sleeve wall 21 in the region of the slot 22 . The circumferential angle UW is defined between two auxiliary lines, ie between the longitudinal boundaries of the sleeve wall 21 in the region of the gap 22 . As can already be seen from FIG. 1 , in the embodiment shown, the circumferential angle UW is significantly greater than the three-quarter circle, that is to say greater than 270°. This means that the sleeve wall 21 surrounds a large part of the circumference of the connecting sleeve 2 in the region of the slot 22 , and is interrupted by the slot 22 only in a small partial region. According to the invention, the circumferential angle UW is greater than 270°, preferably greater than 300°. It is generally established that the larger the circumferential angle UW is selected, the more stable the connecting sleeve 2 is in the region of the gap 22 . In order to make the connecting sleeve 2 as stable as possible in the region of the slot 22 and thus make it possible to transmit the greatest possible forces and moments, in the longitudinal region of the connecting sleeve 2 in which the slot 22 is arranged, no first Two slits 22 . The second slot 22 arranged in this area will additionally weaken the connecting sleeve 2 in this area and reduce the circumferential angle UW of the remaining sleeve wall 21 . Therefore, arranging the second slits 22 in the same longitudinal region of the slits 22 is to be avoided. In the embodiment shown, the circumferential angle UW around the two slots 22 is realized to be the same. However, it is also possible that the circumferential angles UW around the upper slot 22 and around the lower slot 22 are realized differently.

在圖1所示的實施方式中，在連接套筒2中形成多個鎖定開口26。此處，鎖定開口26實現爲圓形的開口，在朝向連接套筒2的徑向上延伸穿透套筒壁21。爲此，鎖定開口26被設置成，在腳手架節點1和與之聯接的腳手架框架4之間產生形狀配合的連接。爲了產生此類形狀配合的連接，在至少一個鎖定開口26中形成插接元件，其在圖1中未示出。同時，在腳手架框架4的至少一個相應的固定開口412中引入插接元件。這些關係在圖5中以剖視圖示出。在圖1所示的實施方式中，鎖定開口26各自位於聯接元件3和縫隙22的背離相應端部開口23的端部之間。在連接套筒2的周向上，如圖1所示，能夠佈置多個鎖定開口26。通過這種方式，有可能產生與不同的腳手架框架4的形狀配合，其中相應的固定開口412在周向上以不同方式佈置。由此，多個鎖定開口26在連接套筒2圓周上的設置，這增加了腳手架節點1與按不同方式實施的腳手架框架4的使用性方面的靈活性。In the embodiment shown in FIG. 1 , a plurality of locking openings 26 are formed in the connecting sleeve 2 . Here, the locking opening 26 is realized as a circular opening extending through the sleeve wall 21 in the radial direction towards the connecting sleeve 2 . For this purpose, the locking openings 26 are provided such that a form-fitting connection is produced between the scaffolding node 1 and the scaffolding frame 4 coupled thereto. In order to produce such a form-fit connection, a plug-in element, which is not shown in FIG. 1 , is formed in at least one locking opening 26 . At the same time, plug-in elements are introduced into at least one corresponding fixing opening 412 of the scaffold frame 4 . These relationships are shown in cross-section in FIG. 5 . In the embodiment shown in FIG. 1 , the locking openings 26 are each located between the coupling element 3 and the end of the slot 22 facing away from the respective end opening 23 . In the circumferential direction of the connecting sleeve 2 , as shown in FIG. 1 , a plurality of locking openings 26 can be arranged. In this way, it is possible to produce a form fit with different scaffolding frames 4 in which the corresponding fixing openings 412 are arranged differently in the circumferential direction. Thereby, the arrangement of the plurality of locking openings 26 on the circumference of the connection sleeve 2 increases the flexibility in the use of the scaffolding node 1 with the scaffolding frame 4 embodied in different ways.

圖2示出了根據本發明的一個實施方式的腳手架部段100的立體視圖。在圖2示出了一個腳手架塔，其具有多個根據本發明的實施方式的腳手架部段100。腳手架塔主要是由腳手架框架4構建而成，其通過支柱平面彼此連接。在腳手架塔的朝向右前方的側面上，將四個腳手架框架4上下相疊佈置，其分別通過腳手架節點1相互連接。腳手架框架4各自包括兩個垂直的且相互平行取向的豎向桿41和兩個水平的且相互平行取向的框架橫桿42。腳手架框架4的兩個豎向桿41和兩個框架橫桿42佈置在一個公共的平面中。在腳手架框架4各自佈置有一框架對角件44，該框架對角件44在此處以其兩個端部中的每一個固定到相應的框架橫桿42。腳手架框架4是框架腳手架的（例如支撐腳手架的或立面腳手架的）被二維實現的基本構件。在腳手架塔的朝向左後方的側面上，也將三個腳手架框架4上下相疊佈置並且通過腳手架節點1相互連接。垂直於朝向右前方的和朝向左後方的、由腳手架框架4所構建的平面，佈置有分別朝向左前方的和朝向右後方的支柱平面。該支柱平面將各個由腳手架框架4二維地實現的平面連接成三維的腳手架塔。支柱平面各自包括三個支柱十字件5。這些支柱十字件5各自通過兩個彼此連接的支柱桿51來構建。支柱桿51以其端部各自通過框架連接元件43與腳手架框架4連接。框架連接元件43各自佈置在腳手架框架4。這些連接的細節可在圖3中看到。至今爲止描述的在圖2中的腳手架塔的部分通過框架腳手架的部件來形成。然而，框架腳手架的這些部件已經部分地與根據本發明的腳手架節點1相互聯接。腳手架節點1在連接套筒2（其在此處用於聯接上下相疊佈置的腳手架框架4）旁邊分別具有聯接元件3。借助於該聯接元件3能夠連接其他的腳手架元件。在圖2中，例如在兩個腳手架節點1上分別安裝兩個模塊化腳手架部件6，其分別與聯接元件3連接。從這些示例性示出的模塊化腳手架部件6出發，能夠將其他的腳手架元件（特別是模塊化腳手架部件6）與腳手架塔相連接。正如在圖2中可看到的，腳手架節點1用於簡單連接框架腳手架與模塊化腳手架。根據本發明的腳手架部段100包括至少一個腳手架節點1以及腳手架框架4，以及額外的其他的腳手架框架4或模塊化腳手架部件6。Figure 2 shows a perspective view of a scaffolding section 100 according to one embodiment of the present invention. A scaffolding tower is shown in FIG. 2 with a plurality of scaffolding sections 100 according to embodiments of the invention. Scaffolding towers are mainly constructed from scaffolding frames 4, which are connected to each other by pillar planes. On the side facing the front right of the scaffolding tower, four scaffolding frames 4 are arranged one above the other, which are each connected to one another via scaffolding nodes 1 . The scaffolding frames 4 each comprise two vertical and mutually parallel vertical bars 41 and two horizontal and mutually parallel frame crossbars 42 . The two vertical bars 41 and the two frame cross bars 42 of the scaffolding frame 4 are arranged in a common plane. Arranged on each of the scaffolding frames 4 is a frame diagonal piece 44 , which is here fixed with each of its two ends to the corresponding frame cross bar 42 . The scaffolding frame 4 is the basic component of the frame scaffolding (eg support scaffolding or façade scaffolding) realized in two dimensions. On the side facing the rear left of the scaffolding tower, three scaffolding frames 4 are also arranged one above the other and are connected to one another by scaffolding nodes 1 . Perpendicular to the planes built by the scaffolding frame 4 towards the right front and towards the left rear, respectively, are arranged pillar planes towards the left front and towards the right rear, respectively. This support plane connects the individual planes realized two-dimensionally by the scaffolding frame 4 into a three-dimensional scaffolding tower. The pillar planes each comprise three pillar crosses 5 . The strut crosses 5 are each constructed by two strut rods 51 connected to each other. The strut rods 51 are each connected with their ends to the scaffolding frame 4 via a frame connecting element 43 . The frame connecting elements 43 are each arranged on the scaffold frame 4 . Details of these connections can be seen in Figure 3. The parts of the scaffolding tower described so far in Figure 2 are formed by parts of the frame scaffolding. However, these parts of the frame scaffolding are already partially interconnected with the scaffolding node 1 according to the invention. The scaffolding nodes 1 each have coupling elements 3 next to the connecting sleeves 2 , which are used here for coupling the scaffolding frames 4 arranged one above the other. Other scaffolding elements can be connected by means of this coupling element 3 . In FIG. 2 , for example, two modular scaffolding parts 6 are respectively mounted on two scaffolding nodes 1 , which are respectively connected to coupling elements 3 . Starting from the modular scaffolding parts 6 shown by way of example, other scaffolding elements, in particular the modular scaffolding parts 6 , can be connected to the scaffolding tower. As can be seen in Figure 2, the scaffolding node 1 is used to simply connect the frame scaffolding with the modular scaffolding. The scaffolding section 100 according to the invention comprises at least one scaffolding node 1 and a scaffolding frame 4 , and additional other scaffolding frames 4 or modular scaffolding parts 6 .

圖3示出了根據本發明的一個實施方式的腳手架部段100的另一立體視圖。在圖3中放大示出了圖2中的腳手架的截面。在中央佈置有腳手架節點1，其在此處與兩個上下相疊佈置的腳手架框架4聯接。兩個腳手架框架4以其連接端部411推入連接套筒2的內部。在圖3中可看到處於非***狀態的連接端部411。兩個腳手架框架4被推入連接套筒2中，從而使得各個框架橫桿42位於腳手架節點1的縫隙22中。在這種情況下，在縫隙22周圍的其餘的套筒壁21大面積地抵靠在腳手架框架4的連接端部411上。由此能夠實現在腳手架框架4和腳手架節點1之間的力和力矩的穩定且安全的傳遞。在從下方與腳手架節點1安裝在一起的腳手架框架4處能夠看到框架對角件44，其在此處與框架橫桿42固定連接。兩個與腳手架節點1連接的腳手架框架4分別與支柱十字件5的支柱桿51連接。在圖3中僅能看到這些支柱桿51的相應的端部。支柱桿51分別固定到佈置在豎向桿41上的框架連接元件43。框架連接元件43在此處被固定地佈置到豎向桿41上。在框架連接元件43和支柱桿51之間的連接被實現爲可拆卸的，從而使得支柱桿51在構建腳手架部段100時能夠與腳手架框架4安裝在一起，並且在拆解腳手架部段100時能夠從腳手架框架4拆卸下來。框架連接元件43在此處被實現爲傾斜指狀部。當然，框架連接元件43還能夠佈置在框架橫桿42上。同樣有可能的是，框架連接元件43具有與圖3所示形狀不同的形狀。腳手架節點1包括在此處被佈置在連接套筒2中間的聯接元件3。聯接元件3在所示的實施方式中被實現爲連接盤31。兩個模塊化腳手架部件6（其分別指向右前方和右後方）與聯接元件3連接。兩個模塊化腳手架部件6在此處是模塊化腳手架的框架橫桿。可選地或額外地，還能夠將其他的模塊化腳手架部件6與聯接元件3連接。模塊化腳手架部件6在其端部處分別具有連接接口61。連接接口61被設計成，使得其能夠與連接盤31的接收凹槽312可拆卸地連接。在圖3中，模塊化腳手架部件6被固定到聯接元件3上，使得其在徑向上從連接套筒2延伸出來。然而還有可能的是，模塊化腳手架部件6被固定在聯接元件3上，使得其在其他空間方向上延伸。Figure 3 shows another perspective view of the scaffolding section 100 according to one embodiment of the present invention. A cross-section of the scaffold of FIG. 2 is shown enlarged in FIG. 3 . A scaffolding node 1 is arranged centrally, which is here connected to two scaffolding frames 4 arranged one above the other. The two scaffold frames 4 are pushed into the interior of the connecting sleeve 2 with their connecting ends 411 . In FIG. 3 the connection end 411 can be seen in a non-inserted state. The two scaffolding frames 4 are pushed into the connecting sleeves 2 so that the respective frame rails 42 are located in the gaps 22 of the scaffolding node 1 . In this case, the remaining sleeve wall 21 around the gap 22 bears over a large area on the connection end 411 of the scaffold frame 4 . As a result, a stable and safe transmission of forces and moments between the scaffolding frame 4 and the scaffolding node 1 can be achieved. On the scaffolding frame 4 mounted with the scaffolding node 1 from below, frame corner pieces 44 can be seen, which are here fixedly connected to the frame crossbars 42 . The two scaffolding frames 4 connected to the scaffolding node 1 are respectively connected to the strut rods 51 of the strut cross 5 . Only the corresponding ends of these strut rods 51 can be seen in FIG. 3 . The strut rods 51 are respectively fixed to the frame connecting elements 43 arranged on the vertical rods 41 . The frame connecting element 43 is here fixedly arranged on the vertical rod 41 . The connection between the frame connecting elements 43 and the strut rods 51 is realized to be detachable, so that the strut rods 51 can be mounted together with the scaffold frame 4 when the scaffolding section 100 is built, and when the scaffolding section 100 is dismantled. It can be removed from the scaffolding frame 4 . The frame connecting elements 43 are implemented here as inclined fingers. Of course, the frame connecting elements 43 can also be arranged on the frame rails 42 . It is also possible that the frame connecting element 43 has a shape different from that shown in FIG. 3 . The scaffolding node 1 comprises a coupling element 3 which is here arranged in the middle of the connecting sleeve 2 . The coupling element 3 is realized as a connection disk 31 in the embodiment shown. Two modular scaffolding parts 6 , which respectively point to the front right and rear right, are connected to the coupling element 3 . The two modular scaffolding parts 6 are here the frame rails of the modular scaffolding. Alternatively or additionally, other modular scaffolding parts 6 can also be connected to the coupling elements 3 . The modular scaffolding parts 6 each have connection interfaces 61 at their ends. The connection interface 61 is designed such that it can be detachably connected to the receiving groove 312 of the connection plate 31 . In FIG. 3 , the modular scaffolding part 6 is fastened to the coupling element 3 such that it extends radially from the connection sleeve 2 . However, it is also possible that the modular scaffolding part 6 is fastened to the coupling element 3 in such a way that it extends in other spatial directions.

圖4示出了根據本發明的一個實施方式的腳手架部段100的一部分的立體視圖。在圖4中能看到正處於構建狀態的腳手架部段100的一部分。在中央佈置有腳手架節點1，此處，該腳手架節點1已在其下側與腳手架框架4連接。佈置在下部的腳手架框架4的連接端部411已經被***連接套筒2的朝向下的端部開口23。佈置在下部的腳手架框架4的框架橫桿42被引入向下取向的縫隙22。在所示狀態下，框架橫桿42的朝向上的面在下部縫隙22的朝向聯接元件3的端部處止擋。通過這種止擋，以一種簡單的方式確保了在腳手架節點1與佈置在下部的腳手架框架4之間的正確定位。可看到在腳手架節點1的上方有另一腳手架框架4，其尚未與腳手架節點1聯接。佈置在上部的腳手架框架4具有固定開口412，其在此處被實現爲圓形的開口。設置該固定開口412用於建立與腳手架節點1額外的形狀配合的連接。此處，固定開口412在豎向桿41中佈置到連接端部411的朝向下的端部與框架橫桿42之間。從在圖4中所示的狀態開始，腳手架框架4向下移動，以便建立與腳手架節點1的連接。在這種情況下，突起的連接端部411（其爲豎向桿41的一部分）被引入連接套筒的朝向上的端部開口23。在該引入的進一步的過程中，框架橫桿42的佈置在豎向桿41與框架橫桿42之間的連接點附近的區域被引入朝向上的縫隙22，並且在其中進一步移動。上部的腳手架框架4的這種推入一直持續到框架橫桿42的朝向下的面在上部的縫隙22的朝向聯接元件3取向的端部處受到止擋，或者腳手架框架4的兩個連接端部411的兩個端面在連接套筒2的內部相抵爲止。在該狀態下，上部的腳手架框架4還與腳手架節點1聯接。該聯接狀態在圖5的截面視圖中可以看到。Figure 4 shows a perspective view of a portion of a scaffolding section 100 according to one embodiment of the present invention. A portion of the scaffolding section 100 can be seen in the state of construction in FIG. 4 . A scaffolding node 1 is arranged in the center, which is already connected to the scaffolding frame 4 here on its underside. The connection ends 411 of the scaffold frame 4 arranged in the lower part have been inserted into the downwardly facing end openings 23 of the connection sleeve 2 . The frame rails 42 of the lower scaffold frame 4 are introduced into the downwardly oriented slots 22 . In the state shown, the upwardly facing face of the frame rail 42 stops at the end of the lower slot 22 facing the coupling element 3 . By means of this stop, the correct positioning between the scaffolding node 1 and the lower-arranged scaffolding frame 4 is ensured in a simple manner. It can be seen that above the scaffolding node 1 there is another scaffolding frame 4 which is not yet coupled to the scaffolding node 1 . The scaffolding frame 4 arranged in the upper part has a fixing opening 412, which is realized here as a circular opening. This fixing opening 412 is provided for establishing an additional form-fitting connection with the scaffolding node 1 . Here, the fixing opening 412 is arranged in the vertical bar 41 between the downwardly facing end of the connecting end 411 and the frame cross bar 42 . Starting from the state shown in FIG. 4 , the scaffolding frame 4 is moved downwards in order to establish a connection with the scaffolding node 1 . In this case, the protruding connecting end 411, which is part of the vertical rod 41, is introduced into the upwardly facing end opening 23 of the connecting sleeve. In a further process of this introduction, the area of the frame crossbar 42 arranged near the connection point between the vertical bar 41 and the frame crossbar 42 is drawn into the upwardly facing gap 22 and moved further therein. This pushing in of the upper scaffolding frame 4 continues until the downwardly facing face of the frame crossbar 42 is stopped at the end of the upper slot 22 oriented towards the coupling element 3 or the two connecting ends of the scaffolding frame 4 The two end faces of the part 411 abut against each other inside the connecting sleeve 2 . In this state, the upper scaffolding frame 4 is also coupled to the scaffolding node 1 . This coupling state can be seen in the cross-sectional view of FIG. 5 .

圖5示出了根據本發明的一個實施方式的腳手架部段100的一部分的截面側視圖。圖5以截面視圖示出了處於安裝狀態下的、也在圖4中示出的腳手架部段100的一部分。在圖5中可看到的是，上部的腳手架框架4和下部的腳手架框架4的兩個連接端部411被引入連接套筒2的內部。兩個連接端部411的端側或端面在此處彼此相抵並且上下靠在一起。由此使得有可能將垂直方向上的力直接在連接端部411的兩個端側之間傳遞。可選地，可在連接套筒2的內部設置突出部，連接端部的端側抵靠在該突出部上。在這種情況下，在垂直方向上的力首先從連接端部411通過突出部傳遞到腳手架節點1上。在進一步的過程中，該力又從腳手架節點1通過突出部傳遞到第二連接端部411的端側上。在圖5中還可以看出的是，相應的鎖定開口26和相應的固定開口412相互對準或同等地佈置。在所示狀態下，爲了建立形狀配合的連接，可將插接元件7***相應的鎖定開口26和固定開口412。相應的插接元件7也顯示出與腳手架節點1旁邊的開口對齊。在腳手架節點與腳手架框架之間的這種銷接避免的是，腳手架框架4從腳手架節點1被無意地拉出或者從其掉出。然而，對於腳手架部段100的安裝而言，此類銷接並非是强制性的。Figure 5 shows a cross-sectional side view of a portion of a scaffolding section 100 according to one embodiment of the present invention. FIG. 5 shows a part of the scaffolding section 100 , also shown in FIG. 4 , in a sectional view in the installed state. It can be seen in FIG. 5 that the two connection ends 411 of the upper scaffold frame 4 and the lower scaffold frame 4 are introduced into the interior of the connection sleeve 2 . The end sides or end faces of the two connecting ends 411 abut each other here and lie one above the other. This makes it possible to transmit forces in the vertical direction directly between the two end sides of the connecting end 411 . Alternatively, a protrusion may be provided inside the connection sleeve 2 against which the end side of the connection end abuts. In this case, the force in the vertical direction is first transmitted from the connection end 411 to the scaffolding node 1 through the protrusion. In the further process, this force is again transmitted from the scaffolding node 1 to the end face of the second connection end 411 via the projection. It can also be seen in FIG. 5 that the corresponding locking openings 26 and the corresponding fixing openings 412 are aligned with each other or equally arranged. In the state shown, the plug element 7 can be inserted into the corresponding locking opening 26 and fixing opening 412 in order to establish a form-fit connection. The corresponding plug element 7 is also shown aligned with the opening next to the scaffolding node 1 . This pinning between the scaffolding node and the scaffolding frame prevents the scaffolding frame 4 from being pulled out of the scaffolding node 1 inadvertently or falling out of it. However, such pinning is not mandatory for the installation of the scaffolding section 100 .

圖6示出了根據本發明的另一實施方式的腳手架節點1的立體視圖。在圖6中所示的實施方式與在圖1中所示的實施方式的差別在於，連接套筒2僅具有一個縫隙22。該縫隙22具有縫隙長度SL，其超過整體套筒長度24的一半。在該實施方式中，縫隙22也通入端部開口23。在該實施方式中，腳手架節點1還具有聯接元件3，其在此處被實現爲連接盤31。聯接元件3在連接套筒2的周向上僅在部分區域中包圍連接套筒2。聯接元件3在連接套筒2的周向區域中在該區域中設置縫隙22被中斷。由此，聯接元件3不妨礙框架橫桿42被引入縫隙22中。此處，聯接元件3相對於整體套筒長度24而言被佈置在中間。縫隙22在連接套筒2的縱向方向上延伸通過以下區域，在該區域中在連接套筒2的外周處固定聯接元件3。因此，縫隙長度SL大於從連接套筒的端面27直至連接元件3中間的距離。在圖6所示的腳手架節點1的實施方式中提出與僅一個腳手架框架4聯接。腳手架框架4的連接端部411可被引入朝向上的端部開口23，其中腳手架框架4的框架橫桿42被引入縫隙22。腳手架框架4可被引入連接套筒2中，直至框架橫桿42在縫隙22的朝向下的端部處受到止擋爲止。在該狀態下，腳手架節點1和腳手架框架4能夠正確地相互定位。在圖6中所示的實施方式具有兩個鎖定開口26，其實現了與前述的實施方式中相同的功能。在圖3所示的實施方式的聯接元件3是其他的腳手架元件，特別是模塊化腳手架部件6，其可以與前面描述的其他實施方式相同的方式聯接。對於在圖6中所示的實施方式而言，所形成的腳手架框架4與腳手架節點1的相對位置不同於前述的實施方式。這可以在圖7中看出。Figure 6 shows a perspective view of a scaffolding node 1 according to another embodiment of the invention. The embodiment shown in FIG. 6 differs from the embodiment shown in FIG. 1 in that the connecting sleeve 2 has only one slot 22 . This slot 22 has a slot length SL which exceeds half of the overall sleeve length 24 . In this embodiment, the slit 22 also opens into the end opening 23 . In this embodiment, the scaffolding node 1 also has a coupling element 3 , which is realized here as a connection disk 31 . The coupling element 3 surrounds the connecting sleeve 2 only in partial regions in the circumferential direction of the connecting sleeve 2 . The coupling element 3 is interrupted in the circumferential region of the connecting sleeve 2 with a gap 22 provided in this region. As a result, the coupling element 3 does not prevent the frame rail 42 from being introduced into the slot 22 . Here, the coupling element 3 is arranged centrally with respect to the overall sleeve length 24 . The slot 22 extends in the longitudinal direction of the connecting sleeve 2 through the region in which the coupling element 3 is fastened at the outer circumference of the connecting sleeve 2 . The slot length SL is therefore greater than the distance from the end face 27 of the connecting sleeve to the middle of the connecting element 3 . Coupling with only one scaffolding frame 4 is proposed in the embodiment of the scaffolding node 1 shown in FIG. 6 . The connection ends 411 of the scaffolding frame 4 can be introduced into the upwardly facing end openings 23 , wherein the frame rails 42 of the scaffolding frame 4 are introduced into the gaps 22 . The scaffolding frame 4 can be introduced into the connecting sleeve 2 until the frame rail 42 is stopped at the downwardly facing end of the slot 22 . In this state, the scaffolding node 1 and the scaffolding frame 4 can be correctly positioned relative to each other. The embodiment shown in Figure 6 has two locking openings 26 which fulfill the same function as in the previous embodiment. The coupling elements 3 of the embodiment shown in Figure 3 are other scaffolding elements, in particular modular scaffolding parts 6, which can be coupled in the same way as the other embodiments described previously. For the embodiment shown in Figure 6, the resulting relative position of the scaffolding frame 4 to the scaffolding nodes 1 is different from the previous embodiments. This can be seen in Figure 7.

圖7示出了根據本發明的腳手架部段100的另一實施方式的一部分的立體視圖。圖7顯示了根據圖6的實施方式的腳手架節點1，腳手架框架4從上方被***該腳手架節點1。豎向桿41的連接端部411被引入連接套筒2中，直至框架橫桿42的朝向下的面在縫隙22的朝向下的端部處受到止擋爲止。可以看出，連接套筒2的鎖定開口26被定位成與連接端部411的固定開口412同等或對準。在圖7所示的狀態下，插接元件7能夠被引入鎖定開口26和固定開口412，並因此腳手架節點1與腳手架框架4銷接在一起。如在圖7中可清楚地看出的，在聯接狀態下，框架橫桿42的中心軸在連接套筒2的縱向方向上被佈置到聯接元件3的中間。因此，框架橫桿42被定位到與聯接元件3相同的高度。相反，對於在圖3中所示的實施方式，在聯接元件3與框架橫桿42之間存在在連接套筒2的縱向方向上的距離。用於模塊化腳手架部件6的相對連接位置（其通過聯接元件3提供）在實施方式之間是有所差別的。爲此這一事實能夠被用來，將具有不同的尺寸和網格尺寸的腳手架框架4彼此組合和連接。Figure 7 shows a perspective view of a portion of another embodiment of a scaffolding section 100 according to the present invention. FIG. 7 shows the scaffolding node 1 according to the embodiment of FIG. 6 , into which the scaffolding frame 4 is inserted from above. The connecting end 411 of the vertical rod 41 is introduced into the connecting sleeve 2 until the downwardly facing face of the frame crossbar 42 is stopped at the downwardly facing end of the slot 22 . It can be seen that the locking opening 26 of the connecting sleeve 2 is positioned to be identical or aligned with the fixing opening 412 of the connecting end 411 . In the state shown in FIG. 7 , the plug element 7 can be introduced into the locking opening 26 and the fixing opening 412 , and thus the scaffold node 1 and the scaffold frame 4 are pinned together. As can be clearly seen in FIG. 7 , in the coupled state, the central axis of the frame crossbar 42 is arranged in the middle of the coupling element 3 in the longitudinal direction of the connecting sleeve 2 . Therefore, the frame rails 42 are positioned to the same height as the coupling elements 3 . In contrast, with the embodiment shown in FIG. 3 , there is a distance in the longitudinal direction of the connecting sleeve 2 between the coupling element 3 and the frame rail 42 . The relative connection positions for the modular scaffolding parts 6 , which are provided by the coupling elements 3 , differ from embodiment to embodiment. This fact can be used to combine and connect scaffolding frames 4 with different dimensions and grid dimensions to one another.

圖8示出了根據本發明的實施方式的腳手架節點1的一個實施方式的立體視圖。在腳手架節點1的實施方式中，聯接元件3不像其他的實施方式中一樣通過連接盤31形成。所示的腳手架節點1的實施方式具有連接套筒2，該連接套筒2與其他實施方式的連接套筒2類似。爲了與其他的腳手架元件連接，所示的實施方式具有兩個杯形鎖元件301a和301b，其形成聯接元件3。在兩個杯形鎖元件301a和301b之間，水平橫樑304（其爲模塊化腳手架部件6）與腳手架節點1連接，該腳手架節點1在視圖中朝向左前方。連接套筒2與前述的實施方式一樣設置成，使得豎向桿41從上方和下方被推入連接套筒2的內部。兩個杯形鎖元件301a和301b以輪緣形式構建。兩個杯形鎖元件301a和301b被設計成是圍繞中心軸旋轉對稱的。該中心軸與連接套筒2的中心軸MA重合。被進一步佈置在連接套筒2下方的杯形鎖元件301a在其朝向下的一側具有一內徑，該內徑大致對應於連接套筒2的外徑。與之相對地，杯形鎖元件301a的再往上的內徑被選擇爲較大，從而使得朝向上在杯形鎖元件301a的內徑與連接套筒2的外徑之間存在距離或間隙。在該間隙中引入水平橫樑304的端部件。在下部佈置的杯形鎖元件301a在其下部區域中與連接套筒固定連接。在上部佈置的杯形鎖元件301b對應於在下部佈置的杯形鎖元件301a。然而，在上部佈置的杯形鎖元件301b不與連接套筒2固定連接，而是安裝成可相對於其進行軸向位移。爲了與水平橫樑304連接，首先（如圖8中所示），上部的杯形鎖元件301b相對於連接套筒2被向上推。由此，在兩個杯形鎖元件301a和301b之間產生較大的距離。在所示狀態下，水平橫樑304以一相應形成的端部區域***在下部的杯形鎖元件301a與連接套筒2的外壁之間的間隙。最後，將上部的杯形鎖元件301b沿著連接套筒2向下推，從而使得在上部的杯形鎖元件301b的內徑與連接套筒2的外徑之間的間隙也包圍水平橫樑304的端部區域的上部。在該狀態下，其中兩個杯形鎖元件301a和301b被推到一起並且包圍水平橫樑304的端部區域，水平橫樑304與腳手架節點1固定連接。Figure 8 shows a perspective view of one embodiment of a scaffolding node 1 according to an embodiment of the invention. In the embodiment of the scaffolding node 1 , the coupling elements 3 are not formed by connecting disks 31 as in the other embodiments. The illustrated embodiment of the scaffolding node 1 has a connecting sleeve 2 which is similar to the connecting sleeve 2 of the other embodiments. For connection with other scaffolding elements, the embodiment shown has two cup-shaped lock elements 301 a and 301 b which form the coupling element 3 . Between the two cup-lock elements 301a and 301b, a horizontal beam 304, which is the modular scaffolding part 6, is connected to the scaffolding node 1, which in the view faces forward to the left. The connecting sleeve 2 is arranged as in the previous embodiment in such a way that the vertical rods 41 are pushed into the interior of the connecting sleeve 2 from above and below. The two cup-shaped lock elements 301a and 301b are constructed in the form of rims. The two cup-shaped lock elements 301a and 301b are designed to be rotationally symmetrical about the central axis. The central axis coincides with the central axis MA of the connecting sleeve 2 . The cup-shaped locking element 301 a , which is arranged further below the connecting sleeve 2 , has an inner diameter on its downwardly facing side, which corresponds approximately to the outer diameter of the connecting sleeve 2 . In contrast, the inner diameter of the cup-shaped lock element 301 a further upwards is chosen to be larger, so that there is a distance or gap between the inner diameter of the cup-shaped lock element 301 a and the outer diameter of the connecting sleeve 2 towards the top . The end pieces of the horizontal beam 304 are introduced into this gap. The cup-shaped locking element 301a arranged in the lower part is fixedly connected to the connecting sleeve in its lower region. The cup-shaped lock element 301b arranged in the upper part corresponds to the cup-shaped lock element 301a arranged in the lower part. However, the cup-shaped locking element 301b arranged in the upper part is not fixedly connected to the connecting sleeve 2, but is mounted so as to be axially displaceable relative to it. In order to connect with the horizontal beam 304 , first (as shown in FIG. 8 ), the upper cup-shaped lock element 301 b is pushed upwards with respect to the connecting sleeve 2 . As a result, a larger distance is created between the two cup-shaped lock elements 301a and 301b. In the state shown, the horizontal cross member 304 is inserted with a correspondingly formed end region into the gap between the lower cup-shaped locking element 301 a and the outer wall of the connecting sleeve 2 . Finally, the upper cup lock element 301b is pushed down along the connecting sleeve 2 so that the gap between the inner diameter of the upper cup lock element 301b and the outer diameter of the connecting sleeve 2 also surrounds the horizontal beam 304 the upper part of the end area. In this state, in which the two cup-shaped locking elements 301 a and 301 b are pushed together and enclose the end region of the horizontal beam 304 , the horizontal beam 304 is fixedly connected to the scaffolding node 1 .

圖9示出了根據本發明的實施方式的腳手架節點1的一個實施方式的立體視圖。在該實施方式中也不存在連接盤31。相反，爲了與其他的腳手架元件連接，作爲聯接元件3的圓盤303與連接套筒2固定連接。對於所示的實施方式而言，圓盤303安裝在連接套筒的中間。在圓盤303上形成多個基本上呈楔形的凹槽，這些凹槽穿透圓盤303。這些凹槽用於連接其他的腳手架元件，特別是連接模塊化腳手架部件6，例如此處朝向左前方取向的水平橫樑305。圓盤303在其外周上具有沿連接套筒2的縱向方向突起的邊緣。水平橫樑305具有一端部區域，其至少部分地對應於圓盤303的形狀的陰模。由此，該端部區域能夠與圓盤303形狀配合地連接。因此，爲了將水平橫樑306固定在腳手架節點1上，橫桿元件被***水平橫樑305的端部區域中。該橫桿元件305穿透該端部區域以及穿透圓盤303中的凹槽之一。由此，水平橫樑305被更牢固地固定在圓盤303上並由此固定在腳手架節點1上。Figure 9 shows a perspective view of one embodiment of a scaffolding node 1 according to an embodiment of the invention. The connection pad 31 is also not present in this embodiment. Conversely, a disk 303 as coupling element 3 is firmly connected to the connection sleeve 2 for connection with other scaffolding elements. For the embodiment shown, the disc 303 is mounted in the middle of the connecting sleeve. A plurality of substantially wedge-shaped grooves are formed on the disc 303 , and the grooves penetrate the disc 303 . These grooves are used to connect other scaffolding elements, in particular the modular scaffolding parts 6 , such as the horizontal beam 305 oriented here towards the left front. The disc 303 has, on its outer circumference, an edge that protrudes in the longitudinal direction of the connection sleeve 2 . The horizontal beam 305 has an end region which corresponds at least in part to the negative of the shape of the disc 303 . As a result, the end region can be connected to the disk 303 in a form-fitting manner. Therefore, in order to fasten the horizontal beams 306 on the scaffolding node 1 , the beam elements are inserted into the end regions of the horizontal beams 305 . The crossbar element 305 penetrates the end region and penetrates one of the grooves in the disc 303 . Thereby, the horizontal beam 305 is more firmly fixed on the disc 303 and thus on the scaffolding node 1 .

圖10示出了根據本發明的實施方式的腳手架節點1的一個實施方式的立體視圖。在所示的腳手架節點1的實施方式中，同樣不存在連接盤31。爲了連接其他的腳手架元件，在所示的實施方式中，將作爲聯接元件3的四個楔形鎖袋302均勻地佈置在連接套筒2的外表面的圓周上。朝左前方可看到水平橫樑306，該水平橫樑306具有朝向連接套筒2的端部區域。該區域被實現爲楔形的，並且匹配楔形鎖袋302。爲了將水平橫樑306與腳手架節點1連接，水平橫樑306的楔形端部區域被引入楔形鎖袋302中。通過端部區域的楔形形狀，將水平橫樑306明確地定位到楔形鎖袋302中並與之固定。在所示的實施方式中，將四個楔形鎖袋302均勻地（這意味著彼此之間有恆定的距離）圍繞連接套筒2的圓周進行佈置。此處，楔形鎖袋302由金屬板製成，並且焊接在連接套筒2上。Figure 10 shows a perspective view of one embodiment of a scaffolding node 1 according to an embodiment of the invention. In the embodiment of the scaffolding node 1 shown, the connection pads 31 are likewise absent. For connecting other scaffolding elements, in the embodiment shown, four wedge-lock pockets 302 as coupling elements 3 are arranged uniformly on the circumference of the outer surface of the connecting sleeve 2 . To the front left, a horizontal cross member 306 can be seen, which has an end region facing the connecting sleeve 2 . This area is realized as wedge-shaped and matches the wedge-lock pocket 302 . In order to connect the horizontal beams 306 to the scaffolding node 1 , the wedge-shaped end regions of the horizontal beams 306 are introduced into the wedge-lock pockets 302 . By the wedge-shaped shape of the end regions, the horizontal beams 306 are clearly positioned into and secured to the wedge-lock pockets 302 . In the embodiment shown, the four wedge lock pockets 302 are arranged uniformly (which means at a constant distance from each other) around the circumference of the connecting sleeve 2 . Here, the wedge lock pocket 302 is made of sheet metal and is welded to the connection sleeve 2 .

1:腳手架節點 100:腳手架部段 2:連接套筒 21:套筒壁 22:縫隙 23:端部開口 24:整體套筒長度 25:套筒直徑 26:鎖定開口 27:端面 3:聯接元件 31:連接盤 311:接收面 312:接收凹槽 301a:杯形鎖元件 301b:杯形鎖元件 302:楔形鎖袋 303:圓盤 304:水平橫樑 305:水平橫樑 306:水平橫樑 4:支撐腳手架框架 41:豎向桿 411:連接端部 412:固定開口 42:框架橫桿 43:框架連接元件 44:框架對角件 5:支柱十字件 51:支柱桿 6:模塊化腳手架部件 61:連接接口 7:插接元件 MA:中心軸 SL:縫隙長度 SL1:縫隙長度 SL2:縫隙長度 UW:圓周角 1: Scaffolding Node 100: Scaffolding Section 2: Connect the sleeve 21: Sleeve wall 22: Gap 23: End opening 24: Overall sleeve length 25: Sleeve diameter 26: Lock the opening 27: End face 3: Coupling elements 31: Connection plate 311: Receiving Surface 312: Receiving groove 301a: Cup lock element 301b: Cup Lock Element 302: Wedge Lock Bag 303: Disc 304: Horizontal beam 305: Horizontal beam 306: Horizontal beam 4: Support the scaffolding frame 41: Vertical rod 411: Connection end 412: Fixed opening 42: Frame Crossbar 43: Frame connection element 44: Frame Diagonal Pieces 5: Pillar cross pieces 51: Pillar rod 6: Modular Scaffolding Components 61: Connection interface 7: Plug components MA: Center axis SL: Slot length SL1: Slot length SL2: Slot length UW: Circumferential Angle

在附圖中示意性地示出了本發明的實施方式。其中示出的是：Embodiments of the invention are shown schematically in the drawings. Which shows:

圖1是根據本發明的一個實施方式的腳手架節點的立體視圖；Figure 1 is a perspective view of a scaffolding node according to one embodiment of the present invention;

圖2是根據本發明的一個實施方式的腳手架部段的立體視圖；Figure 2 is a perspective view of a scaffolding section according to one embodiment of the present invention;

圖3是根據本發明的一個實施方式的腳手架部段的另一立體視圖；Figure 3 is another perspective view of a scaffolding section according to one embodiment of the present invention;

圖4是根據本發明的一個實施方式的腳手架部段一部分的立體視圖；Figure 4 is a perspective view of a portion of a scaffolding section according to one embodiment of the present invention;

圖5是根據本發明的一個實施方式的腳手架部段一部分的截面側視圖；5 is a cross-sectional side view of a portion of a scaffolding section according to one embodiment of the present invention;

圖6是根據本發明的另一實施方式的腳手架節點的立體視圖；6 is a perspective view of a scaffolding node according to another embodiment of the present invention;

圖7是根據本發明的腳手架部段的另一實施方式的一部分的立體視圖；Figure 7 is a perspective view of a portion of another embodiment of a scaffolding section according to the present invention;

圖8是根據本發明的一個實施方式的腳手架節點的立體視圖；Figure 8 is a perspective view of a scaffolding node according to one embodiment of the present invention;

圖9是根據本發明的一個實施方式的腳手架節點的實施方式的立體視圖；以及Figure 9 is a perspective view of an embodiment of a scaffolding node according to an embodiment of the present invention; and

圖10是根據本發明的一個實施方式的腳手架節點的實施方式的立體視圖。Figure 10 is a perspective view of an embodiment of a scaffolding node according to an embodiment of the present invention.

1:腳手架節點 100:腳手架部段 2:連接套筒 3:聯接元件 31:連接盤 312:接收凹槽 4:支撐腳手架框架 41:豎向桿 42:框架橫桿 43:框架連接元件 44:框架對角件 51:支柱桿 6:模塊化腳手架部件 61:連接接口 1: Scaffolding Node 100: Scaffolding Section 2: Connect the sleeve 3: Coupling elements 31: Connection plate 312: Receiving groove 4: Support the scaffolding frame 41: Vertical rod 42: Frame Crossbar 43: Frame connection element 44: Frame Diagonal Pieces 51: Pillar rod 6: Modular Scaffolding Components 61: Connection interface

Claims (16)

一種腳手架節點(1)，其用於連接在不同的空間方向上延伸的一腳手架元件，該腳手架節點(1)包括：一連接套筒(2)，其被設置為用於至少兩個腳手架元件的一聯接點，其中該連接套筒(2)具有一套筒壁(21)，該套筒壁(21)至少部分地包圍該連接套筒(2)中空的內部並且具有一中心軸(MA)，該中心軸(MA)在該連接套筒(2)的最長尺寸的方向上延伸，並且在該連接套筒(2)的一端面(27)的俯視圖上看被佈置在其中間，至少一個聯接元件(3)，其用於將該腳手架節點(1)與其他腳手架元件連接，其中該聯接元件(3)與該套筒壁(21)連接，其中，該連接套筒(2)具有至少一個縫隙(22)，該縫隙(22)形成在該套筒壁(21)中，以一縫隙長度(SL)平行於該中心軸(MA)延伸，並且通入被佈置在該連接套筒(2)的該端面(27)的一端部開口(23)，並且該套筒壁(21)沿著該縫隙長度(SL)方向以一圓周角(UW)包圍該中心軸(MA)，該圓周角(UW)大於270°；其中：該縫隙是該套筒壁中的一凹槽，該凹槽在圓周方向上中斷該套筒壁；該縫隙(22)具有兩個相對於該套筒壁(21)基本上彼此平行延伸的一縱向邊界，並且在其遠離該端面(23)的端部處具有在該縱向邊界之間的彎曲的一過渡部分；以及彎曲的該過渡部分被設置在該縱向邊界之間，作為該縫隙22的一邊界壁。 A scaffolding node (1) for connecting a scaffolding element extending in different spatial directions, the scaffolding node (1) comprising: a connecting sleeve (2) arranged for at least two scaffolding elements a coupling point, wherein the connecting sleeve (2) has a sleeve wall (21) which at least partially surrounds the hollow interior of the connecting sleeve (2) and has a central axis (MA ), the central axis (MA) extends in the direction of the longest dimension of the connection sleeve (2) and is arranged in the middle of the end face (27) of the connection sleeve (2) as viewed in plan view, at least A coupling element (3) for connecting the scaffolding node (1) to other scaffolding elements, wherein the coupling element (3) is connected to the sleeve wall (21), wherein the connecting sleeve (2) has At least one slot (22) formed in the sleeve wall (21), extending parallel to the central axis (MA) with a slot length (SL) and opening into the connecting sleeve One end of the end face (27) of (2) is open (23), and the sleeve wall (21) surrounds the central axis (MA) at a circumferential angle (UW) along the slit length (SL) direction, the The circumferential angle (UW) is greater than 270°; wherein: the slot is a groove in the sleeve wall which interrupts the sleeve wall in the circumferential direction; the slot (22) has two relative to the sleeve a longitudinal boundary extending substantially parallel to each other of the walls (21) and having at its end remote from the end face (23) a curved transition between the longitudinal boundaries; and the curved transition being provided at Between the longitudinal boundaries, a boundary wall of the slit 22 is used. 如請求項1所述之腳手架節點(1)，其中，該聯接元件(3)包圍該連接套筒(2)。 Scaffolding node (1) as claimed in claim 1, wherein the coupling element (3) surrounds the connecting sleeve (2). 如請求項1所述之腳手架節點(1)，其中，相比於該連接套筒(2)的內徑，該縫隙長度(SL)至少為其0.5倍大，和/或，該縫隙長度(SL)大於該套筒直徑(25)。 The scaffolding node (1) according to claim 1, wherein the slot length (SL) is at least 0.5 times greater than the inner diameter of the connecting sleeve (2), and/or the slot length ( SL) is greater than the sleeve diameter (25). 如請求項1所述之腳手架節點(1)，其中，相比於該連接套筒(2)的內徑，該縫隙長度(SL)至少為1.2倍大，和/或，該縫隙長度(SL)大於兩倍的該套筒直徑(25)。 The scaffolding node (1) according to claim 1, wherein the slot length (SL) is at least 1.2 times larger than the inner diameter of the connecting sleeve (2), and/or the slot length (SL) ) is greater than twice the diameter of the sleeve (25). 如請求項1所述之腳手架節點(1)，其中，該連接套筒(2)的一整體套筒長度(24)相對於該套筒直徑(25)為其2至5倍大，和/或，該整體套筒長度(24)為至少200mm。 A scaffolding node (1) as claimed in claim 1, wherein an overall sleeve length (24) of the connecting sleeve (2) is 2 to 5 times greater than the sleeve diameter (25), and/ Alternatively, the overall sleeve length (24) is at least 200mm. 如請求項1所述之腳手架節點(1)，其中，該連接套筒(2)的一整體套筒長度(24)相對於該套筒直徑(25)為3倍大，和/或，該整體套筒長度(24)為至少300mm。 The scaffolding node (1) as claimed in claim 1, wherein an overall sleeve length (24) of the connecting sleeve (2) is 3 times larger with respect to the sleeve diameter (25), and/or the The overall sleeve length (24) is at least 300mm. 如請求項1所述之腳手架節點(1)，其中，設置兩個縫隙(22)，其分別通入兩個相對的端部開口(23)中，並且該兩個縫隙(22)平行於該中心軸(MA)以各自的一縫隙長度(SL1、SL2)在該連接套筒的中線的方向上延伸，和/或，從各自的端部開口(23)開始佈置兩個縫隙(22)，其中該縫隙(22)被佈置成彼此平行或者彼此對齊。 The scaffolding node (1) according to claim 1, wherein two slits (22) are provided, which respectively open into two opposite end openings (23), and the two slits (22) are parallel to the The central axis (MA) extends with a respective slot length (SL1, SL2) in the direction of the centerline of the connecting sleeve, and/or two slots (22) are arranged starting from the respective end opening (23) , wherein the slits (22) are arranged parallel to each other or aligned with each other. 如請求項1所述之腳手架節點(1)，其中，該縫隙長度(SL)大於該連接套筒(2)的該整體套筒長度(24)的一半。 The scaffolding node (1) of claim 1, wherein the slot length (SL) is greater than half of the overall sleeve length (24) of the connecting sleeve (2). 如請求項1所述之腳手架節點(1)，其中，該聯接元件(3)實現為一連接盤(31)，其中該連接盤(31)具有帶多個接收凹槽(312)的一接收面(311)，並且將該接收凹槽(312)設置成與其他的腳手架元件連接，特別是與一模塊化腳手架部件(6)連接，並且將該連接盤(3)與該連接套筒(2)固定連接，並且該接收面(311)基本上垂直於該連接套筒(2)的一中心軸(MA)取向。 Scaffolding node (1) as claimed in claim 1, wherein the coupling element (3) is realized as a connecting plate (31), wherein the connecting plate (31) has a receiving groove (312) with a plurality of receiving grooves (312). face (311), and the receiving groove (312) is arranged to connect with other scaffolding elements, in particular a modular scaffolding part (6), and the connecting disc (3) with the connecting sleeve ( 2) Fixed connection, and the receiving surface (311) is oriented substantially perpendicular to a central axis (MA) of the connection sleeve (2). 如請求項1所述之腳手架節點(1)，其中，該聯接元件(3)在圍繞該縫隙(22)區域中的該連接套筒(2)的周向上突出超過該連接套筒(2)一距離，該距離小於該聯接元件(3)非圍繞該縫隙的區域的突出距離。 Scaffolding node (1) as claimed in claim 1, wherein the coupling element (3) protrudes beyond the connecting sleeve (2) in the circumferential direction around the connecting sleeve (2) in the region of the gap (22) A distance which is smaller than the protruding distance of the area of the coupling element (3) not surrounding the slit. 如請求項1所述之腳手架節點(1)，其中，該連接套筒(2)具有至少一個鎖定開口(26)，該鎖定開口(26)徑向向內通過該連接套筒(2)的一套筒壁(21)，其中該鎖定開口(26)被佈置在該縫隙(22)的背離該端部開口(23)的一側面上。 Scaffolding node (1) as claimed in claim 1, wherein the connecting sleeve (2) has at least one locking opening (26) which passes radially inwardly through the opening of the connecting sleeve (2) A sleeve wall (21), wherein the locking opening (26) is arranged on the side of the slot (22) facing away from the end opening (23). 一種腳手架部段(100)，其帶有至少一個如請求項1至11中任一項的腳手架節點(1)，還包括：至少一個腳手架框架(4)，其包括至少兩個豎向桿(41)和兩個框架橫桿(42)，其中該框架橫桿(42)的端部分別與該豎向桿(41)中的一個固定連接，從而使得在周向上，圍繞該腳手架框架(4)交替地佈置該豎向桿(41)和該框架橫桿(42)，其中該豎向桿(41)的一端部突出超過該框架橫桿(42)並且形成一連接端部(411)； 其中，該連接端部(411)中的一個***該腳手架節點(1)的一連接套筒(2)，並且將與該連接端部(411)連接的該框架橫桿(42)佈置到該連接套筒(2)的一縫隙(22)中，至少一個其他的腳手架元件，其與該腳手架節點(1)相連接，其中該其他的腳手架元件通過被***該連接套筒(2)中的其他的一腳手架框架(4)形成，和/或通過與該連接元件(3)連接的一模塊化腳手架部件(6)形成。 A scaffolding section (100) with at least one scaffolding node (1) as claimed in any one of claims 1 to 11, further comprising: at least one scaffolding frame (4) comprising at least two vertical bars ( 41) and two frame cross bars (42), wherein the ends of the frame cross bars (42) are respectively fixedly connected with one of the vertical bars (41), so that in the circumferential direction, the scaffold frame (4) is surrounded ) alternately arranging the vertical bars (41) and the frame cross bars (42), wherein one end of the vertical bars (41) protrudes beyond the frame cross bars (42) and forms a connecting end (411); wherein one of the connecting ends (411) is inserted into a connecting sleeve (2) of the scaffolding node (1), and the frame crossbar (42) connected with the connecting end (411) is arranged to the In a slot (22) of the connecting sleeve (2), at least one other scaffolding element is connected to the scaffolding node (1), wherein the other scaffolding element is inserted through the connecting sleeve (2) The other is formed by a scaffolding frame (4) and/or by a modular scaffolding part (6) connected to the connecting element (3). 如請求項12所述之腳手架部段(100)，其中，該腳手架節點(2)與兩個腳手架框架(4)連接，其中，每個腳手架框架(4)各自的一連接端部(411)引入該連接套筒(2)的相對的一端部中，並且，與相應的該連接端部(411)連接的該框架橫桿(42)佈置在各該縫隙(22)中，該縫隙(22)通入該連接套筒(2)的各端部開口(23)中。 The scaffolding section (100) according to claim 12, wherein the scaffolding node (2) is connected with two scaffolding frames (4), wherein a respective connecting end (411) of each scaffolding frame (4) is introduced into the opposite end of the connection sleeve (2), and the frame crossbar (42) connected to the corresponding connection end (411) is arranged in each of the slits (22), the slits (22) ) into each end opening (23) of the connecting sleeve (2). 如請求項12所述之腳手架部段(100)，其中，被引入該連接套筒(2)中的兩個該連接端部(411)的兩個端面彼此相接，或者，被引入該連接套筒(2)中的兩個該連接端部(411)借助於至少一個插接元件以形狀配合的方式彼此連接，其中，一插接元件被引入該連接套筒(2)中的至少一個鎖定開口(26)以及在該連接端部(411)中的至少一個固定開口(412)，由此能夠將平行於該中心軸(MA)作用的力在兩個該連接端部(411)之間傳遞。 Scaffolding section (100) as claimed in claim 12, wherein the two end faces of the two connection ends (411) introduced into the connection sleeve (2) meet each other, or are introduced into the connection The two connection ends ( 411 ) in the sleeve ( 2 ) are connected to each other in a form-fitting manner by means of at least one plug element, wherein a plug element is introduced into at least one of the connection sleeves ( 2 ) Locking opening (26) and at least one fixing opening (412) in the connecting end (411), whereby forces acting parallel to the central axis (MA) can be applied between the two connecting ends (411) transfer between. 如請求項12所述之腳手架部段(100)，其中，該聯接元件(3)與至少一個模塊化腳手架部件(6)連接，其中，該模塊化腳手架部件(6)通過一水平橫桿形成，或通過一水平對角件形成，或通過一豎向對角件形成。 Scaffolding section (100) according to claim 12, wherein the coupling element (3) is connected to at least one modular scaffolding part (6), wherein the modular scaffolding part (6) is formed by a horizontal cross bar , or formed by a horizontal diagonal piece, or formed by a vertical diagonal piece. 一種用於構建如請求項12的腳手架部段(100)的方法，該方法包括以下步驟：(A)將一腳手架節點(1)推到一腳手架框架(4)的一第一連接端部(411)上，其中該套筒壁(21)在該連接端部(411)的外周面上推動，並且，該腳手架框架(4)的與該連接端部(411)連接的一框架橫桿(42)被引入該連接套筒(2)中的一縫隙(22)，直至該縫隙(22)的背離該端部開口(23)的一端部在該框架橫桿(42)止動為止；(B)將其他的腳手架框架(4)與該腳手架節點(1)連接，這是通過將其他的腳手架框架(4)的一連接端部(411)推入到該連接套筒(2)的與該第一連接端部(411)相對的一端部，和/或，將至少一個模塊化腳手架部件(6)與該腳手架節點(1)的一聯接元件(3)相連接。 A method for constructing a scaffolding section (100) as claimed in claim 12, the method comprising the steps of: (A) pushing a scaffolding node (1) to a first connection end (100) of a scaffolding frame (4) 411), wherein the sleeve wall (21) pushes on the outer peripheral surface of the connecting end (411), and a frame crossbar ( 42) A slot (22) introduced into the connecting sleeve (2) until the end of the slot (22) facing away from the end opening (23) stops at the frame crossbar (42); ( B) Connect the other scaffolding frame (4) with the scaffolding node (1) by pushing a connecting end (411) of the other scaffolding frame (4) into the connection of the connecting sleeve (2) The opposite end of the first connecting end (411), and/or, connects at least one modular scaffolding part (6) with a coupling element (3) of the scaffolding node (1).
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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102020125166A1 (en) * 2020-09-26 2022-03-31 Peri Se scaffold knot
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2237572A (en) * 1940-02-10 1941-04-08 Joseph F Manion Knockdown scaffold structure
WO2001025567A1 (en) * 1999-10-06 2001-04-12 Niels Hollmann Scaffolding for supporting heavy loads
CN111219052A (en) * 2018-11-26 2020-06-02 Peri 有限公司 Scaffold node
TWM613846U (en) * 2020-09-26 2021-07-01 德商Ｐｅｒｉ有限公司 Scaffolding node and scaffolding section

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US25225A (en) 1859-08-23 Gas-retort
DE1684442U (en) 1954-01-25 1954-10-07 Bernd Reiterer UNSYMMETRIC AND SYMMETRIC INTERCHANGEABLE FRAMES MADE OF CERAMIC MATERIALS.
FR1384668A (en) 1963-10-31 1965-01-08 Further training in materials for metal scaffolding and other similar metal frames
DE3022439C2 (en) 1980-06-14 1985-01-10 Gerald Dipl.-Ing. 7500 Karlsruhe Ast framework
CN1490481A (en) 2002-10-16 2004-04-21 于国杰 Inserting plate connecting rod component and combined application method of door type and inserting plate type scaffold
CN2823428Y (en) * 2005-09-15 2006-10-04 日综国际株式会社 Fastening disk for daisy fastening type scaffold
CN203654735U (en) * 2013-12-18 2014-06-18 镇海建设集团有限公司 Socket-buckle-type steel pipe support
KR101625012B1 (en) 2015-11-18 2016-05-27 주식회사 금호 Fittings for scaffolding construction method
DE102018109386A1 (en) * 2018-04-19 2019-10-24 Altrad Plettac Assco Gmbh Reduction sleeve, pipe connector, connection system, scaffolding component, scaffolding system and method for producing a scaffolding component

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2237572A (en) * 1940-02-10 1941-04-08 Joseph F Manion Knockdown scaffold structure
WO2001025567A1 (en) * 1999-10-06 2001-04-12 Niels Hollmann Scaffolding for supporting heavy loads
CN111219052A (en) * 2018-11-26 2020-06-02 Peri 有限公司 Scaffold node
TWM613846U (en) * 2020-09-26 2021-07-01 德商Ｐｅｒｉ有限公司 Scaffolding node and scaffolding section

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