Climbing system to support collective protection in the construction of high-rise buildings and method for installing this climbing system

Description

TECHNICAL FIELD

[0001] The present invention relates to climbing systems for use as supports for collective protections (i.e. safety equipment to protect construction workers) in the construction of high-rise buildings. Specifically, the invention addresses challenges associated with current climbing systems used to secure protective structures such as safety nets, panels, or barriers during construction.PRIOR ART

[0002] In the field of high-rise construction, collective protection systems play a critical role in ensuring worker safety and minimizing risks to individuals and property in the vicinity of the construction site. Various climbing systems are known in the art to provide support for such protection systems. One commonly used solution involves scaffolding or framework systems that are anchored to the building structure at multiple points. While these systems offer reliable support, they are often designed for single-use applications and require significant modifications to the structure during installation. As a result, these systems are frequently unsuitable for reuse in subsequent projects, leading to increased costs and material waste. Furthermore, the permanent anchors or fasteners employed often leave visible marks or damage on the façade or structural elements of the building, detracting from its aesthetic appearance and potentially compromising the integrity of the structure. Another known climbing system involves rail-guided platforms comprising multiple modular elements that are assembled using screwed connections. These platforms ascend along tracks affixed to the building, offering flexibility in movement and adjustment. However, the use of screwed connections between the different components of a climbing system presents several drawbacks. Assembly and disassembly require significant labor and time, as well as specialized tools, which increases overall project costs. Additionally, the screwed connections are prone to loosening due to vibrations or dynamic loads during operation, which can compromise the safety and stability of the system. Moreover, the repeated use and tightening of bolts can lead to wear and damage to the components, reducing their lifespan and limiting the system's reusability across projects.

[0003] The document US 10465401 B2 discloses a known climbing system.

[0004] In light of the above, there is a need for an improved climbing system that provides reliable support for collective protections in high-rise construction while addressing the disadvantages of the prior art. In particular, the desired solution should enable reuse across multiple projects, minimize or eliminate permanent alterations to the building, and ensure cost-effectiveness and operational efficiency.SUMMARY OF THE INVENTION

[0005] The present invention solution addresses the above issues of the known solutions by employing innovative features that ensure secure, efficient assembly without the disadvantages associated with bolts. This approach not only enhances the structural integrity and operational safety of the system but also significantly reduces installation and maintenance efforts, providing a reusable and cost-effective solution that avoids permanent modifications or damage to the building.

[0006] A first aspect of the invention relates to a climbing system for support of collective protections in high-rise building construction works and is defined in claim 1.

[0007] In the context of the present invention, the term "high-rise buildings" refers to structures that exceed a predetermined height threshold, typically requiring specialized construction techniques and safety measures due to their significant elevation above ground level. High-rise buildings generally include multi-story residential, commercial, or mixed-use buildings, as well as other tall structures such as towers or skyscrapers, where conventional ground-based safety systems are insufficient, necessitating the use of climbing systems to support collective protection measures. The specific height classification may vary depending on regulatory standards and industry practices, but in the context of this invention, high-rise buildings are generally understood to be buildings with a plurality of storeys in height (e.g. those having more than two storeys, and / or those exceeding approximately 10 meters in height, and / or those requiring mechanized or advanced worker protection systems during construction). Therefore, the term "high-rise buildings" is replaceable, inter alia, with "multi-storey buildings" or "building with a plurality of storeys"

[0008] The climbing system (which may also be referred to as compound climbing system) comprises a plurality of modular devices, wherein each modular device is configured to be vertically arranged for being attached to a building. The modular devices are also referred to as complex devices, or as compound (or composite) devices, since they comprise a plurality of structural elements that are configured to interact with each other, as described below. Each modular device comprises at least one anchoring support, an insertable guide profile and a support pillar.

[0009] The at least one anchoring support (also referred to as at least one anchoring means) is configured to be attached to a building (e.g. to a vertical part of a building, such as to vertical wall or to a slab -e.g. to a vertical portion of a slab). Each of the at least one anchoring support comprises an inner cavity. The inner cavity (which may also be referred to as receiving space, since it is configured as a receiving space / portion for inserting the insertable guide profile) may be configured as a space provided within the anchoring support for receiving and / or guiding the insertable guide profile. Each anchoring support may also be referred to as complex or compound anchoring support.

[0010] The insertable guide profile is configured to be inserted into the inner cavity of the at least one anchoring support. Further, the insertable guide profile comprises an inner space (also referred to as lodging space), which is configured to receive the support pillar (e.g. at least a part of the support pillar). The insertable guide profile may be configured as an elongated profile having a length, and the inner space may be configured to extend along at least a part of the length of the insertable guide profile.

[0011] The support pillar, or at least a part of the support pillar, is configured to be inserted within the inner space of the insertable guide profile such that the support pillar is configured to be moveable along the insertable guide profile. In other words, the inner space of the insertable guide profile is configured to allow the support pillar (or a part of the support pillar) to be moveable (e.g. slidably moveable) within the inner space (e.g. along a length of the insertable guide profile). Thus, the support pillar may be configured to be telescopically moveable (e.g. to have a telescopic travel) with respect to the insertable guide profile. For example, the support pillar may be configured as an elongated pillar having a shorter length than that of the insertable guide profile. The support pillar is also referred to as articulable support pillar because it is suitable to arranged therein respective articulations (e.g. joints) configured to be connected to external structural elements that may be configured to be moveable with respect to the respective articulations. Thus, in some embodiments that will be described in more detail below, the support pillar may be comprise one or more articulations for connecting external structural elements.

[0012] The fact that the insertable guide profile and the support pillar may be configured as respective elongated elements, causes that, when the modular devices are attached to a building, they may be arranged in the form of vertical lines with respect to the building.

[0013] Both the insertable guide profile and the support pillar are compatible with a plurality of lengths, which may be adapted to the characteristics of any particular building. Therefore, the climbing system of the first aspect of the invention provides the advantage of flexibility, accommodating various building designs and construction requirements, making it suitable for a wide range of high-rise projects. The insertable guide profile with an inner space for the support pillar enables smooth vertical movement and adjustment of the support pillar, providing ease of installation and repositioning of the climbing system as the building work progresses.

[0014] In some embodiments, the at least one anchoring support of each modular device may comprise two or more anchoring supports. The two or more anchoring supports (e.g. three or more) may be configured to be attached to the building such that they are arranged at a distance from each other and vertically aligned. Preferably, the distance between two vertically aligned consecutive anchoring supports is less than the length of the insertable guide profile, such that the insertable guide profile is connectable to two consecutive anchoring supports simultaneously (e.g. an upper end of the insertable guide profile may be connected to an upper anchoring support, and a lower end of the insertable guide profile may be connectable to a lower anchoring support, the lower anchoring support being vertically aligned with the upper anchoring support).

[0015] The use of two or more vertically aligned anchoring supports increases the stability and load distribution of the climbing system, resulting in enhanced safety for collective protections. The vertical alignment of different anchoring supports provide a vertical path for the insertable guide profile (especially when there are at least three vertically aligned anchoring supports -e.g. a lower, a middle and an upper vertical supports-, since the insertable guide profile may be simultaneously connected / attached to the lower and middle anchoring supports, or it may be vertically displaced upwards to be simultaneously connected to the middle and upper anchoring supports).

[0016] According to the invention each of the at least one anchoring support comprises two lateral brackets, each of which including at least one forward hole and at least one rearward hole. The forward holes of the two lateral brackets are aligned with one another, enabling the two lateral brackets to be connected to each other by means of a pivot connector (wherein this pivot connector may be external to the climbing system or may be part of the climbing system). The rearward holes of each lateral bracket are positioned in a respective base plate (wherein each base plate is regarded as a part of the respective lateral bracket; wherein, in some embodiments, one single base plate may be configured as an elongated base plate simultaneously belonging to the both lateral brackets, i.e. extending from one lateral bracket to the other as a continuous surface) of the lateral brackets and configured for attaching the anchoring support to a building structure.

[0017] The name rearward holes refer to the fact that the rearward holes are positioned in a rear part of the anchoring support, i.e. a part facing the building to which the anchoring support is intended to be connected. In any of the embodiments, the rearward holes may be configured as horizontally elongated holes. This arrangement may facilitate secure anchoring while allowing a degree of adjustability in the positioning of the support.

[0018] The anchoring support includes two front plates (also referred to as front fins) and a plurality of plates (e.g. delimiting plates), which surround the inner cavity of the anchoring support. These delimiting plates and front plates are arranged between the two lateral brackets, thereby connecting the lateral brackets to one another. The two front plates are separated from each other, forming a slot that results in the inner cavity being configured as a slotted cavity (e.g. having a front opening in the form of a slot). This configuration is especially advantageous for some configurations of the support pillar in which the support pillar comprises insertable tubular profile and an auxiliary tubular profile, as it is described in more detail below.

[0019] According to some embodiments, the plurality of plates (also referred to as delimiting plates) may comprise two lateral plates and a rear plate. The rear plate may be arranged between the two lateral plates and connected to them. Each lateral plate may either be connected to or form an integral part of one of the lateral brackets. Preferably, each front plate may be connected to one of the lateral plates and / or to one of the two lateral brackets. This arrangement may enhance the stability and structural integrity of the anchoring support while ensuring precise alignment of the various components.

[0020] In some embodiments, each lateral bracket may be configured to form a right angle. Specifically, for each lateral bracket, the part where the forward hole is arranged may form a right angle with the base plate where the rearward hole is located. This configuration may facilitate robust attachment to the building structure and ensure the proper orientation of the climbing system components during use. Optionally, each lateral bracket may further comprise one or two triangular reinforcing walls configured to be arranged horizontally and connecting the base plate where the rearward hole is located to the part of the respective lateral bracket where the forward hole is arranged (e.g. the respective lateral plate). In some embodiments, each lateral bracket may comprise two triangular reinforcing walls one arranged above the position of the forward and rear holes and one arranged below the position of the forward and rearward holes.

[0021] Furthermore, according to certain embodiments, one or more of the delimiting plates (e.g. the two lateral plates, which may be or may not be part of the lateral brackets) may comprise a contact interface configured to interact with the insertable guide profile (e.g. with the respective angular tip plates described below). This contact interface may be arranged in an upper portion (e.g. configured as an upper surface) of the deliming plates (e.g. the lateral plates) and / or may be configured as respective engagement grooves, which may, for example, be arranged in the deliming plates (e.g. one engagement groove in each lateral plate). This engagement groove may be configured to provide an interlocking contact interface with the insertable guide profile. Such a configuration may allow the guide profile to be securely locked into the inner cavity of the anchoring support, enhancing the overall stability and functionality of the climbing system while simplifying the assembly process.

[0022] According to the invention, the insertable guide profile comprises a longitudinal channel, pivoting pins arranged within the inner space, a respective angular tip plate supported by each pivoting pin, and locking slots. The longitudinal channel is configured as an access (e.g. configured to provide access, or configured as an opening serving as an access) to its inner space. It is noted that the concept inner space refers to a receiving space configured to receive at least a part of the support pillar (e.g. the inner space may be configured as a hole, or empty cross-section, extending longitudinally along the length of the insertable guide profile).The respective angular tip plate supported by each pivoting pin is configured to rotate about the respective pivoting pin.

[0023] The insertable guide profile comprises a respective locking slot (one per each angular tip plate) configured to allow the angular tip plate to protrude from the inner space outwardly (e.g. a respective locking slot may be arranged in each lateral plate). This configuration facilitates the secure locking and engagement of the insertable guide profile with other components of the climbing system (e.g. with the anchoring support). In particular, this configuration of the angular tip plate enables the insertable guide profile to be connected to the anchoring support when the insertable guide profile is arranged within the inner cavity of the anchoring support. More particularly, this configuration allows the respective insertable guide profile to hang from the anchoring support.

[0024] Each angular tip plate may comprise a tip portion and a contact body part. Each angular tip plate may be configured such that, when the insertable guide profile is arranged within the inner cavity of the anchoring support, the respective tip portion contacts an upper portion of the anchoring support (i.e. the angular tip plate may be configured such that the tip portion protrudes -e.g. laterally protrudes- from the inner space; e.g. the respective tip portion may protrude from the inner space through the respective locking slot). This contact may induce a rotation of the angular tip plate until the contact body part contacts with an inner part of the insertable guide profile, thereby ensuring a stable and secure connection. The contact body part may be configured to prevent the contact body from passing through the respective locking slot.

[0025] According to additional embodiments, each engagement groove of the anchoring support may be arranged in an upper portion of the anchoring support (e.g. in an upper portion of the delimiting plates; e.g. in an upper portion of the lateral plates) and configured such that, when the insertable guide profile is positioned within the inner cavity (e.g. when the insertable guide profile is arranged in an operative position within the inner cavity) of the anchoring support, the tip portion of the angular tip plate (which may be configured to protrude through a respective locking slot, which may be a locking slot according to the previously described locking slot(s)) contacts one of the engagement grooves. This contact may cause the angular tip plate to rotate until the contact body part contacts with an inner part of the insertable guide profile (thereby stopping the rotation of the angular tip plate). This provides additional locking and stability to the system.

[0026] According to the invention, the support pillar comprises an insertable tubular profile and an auxiliary tubular profile. The insertable tubular profile is configured to be inserted into the inner space of the insertable guide profile, and the auxiliary tubular profile is connected to the insertable tubular profile by means of respective top connectors (e.g. arranged at a top portion of the support pillar) and bottom connectors (e.g. arranged at a bottom / lower portion of the support pillar). The top and bottom connectors are configured as one or more plate connectors (e.g. one, two or more plate connectors, which are parallel to each other and perpendicularly connected to both the insertable tubular profile and the auxiliary tubular profile) or as one or more elongated connectors (e.g. one, two or more rod connectors, which may be arranged spaced apart to each other along a vertical direction - i.e. when the respective support pillar is vertically arranged within a respective insertable guide profile - and which may be arranged perpendicularly to both the insertable tubular profile and the auxiliary tubular profile).

[0027] The top and bottom connectors are configured such that, when the insertable tubular profile is arranged within the inner space of the respective insertable guide profile (e.g. when the insertable tubular profile is arranged in the operative position relative to the insertable guide profile), the top connectors and the bottom connectors are configured to protrude from the inner space through the longitudinal channel, such that the auxiliary tubular profile remains out from the inner space.

[0028] The auxiliary tubular profile comprises a top bracket connector (also referred to as top bracket) and a bottom bracket connector (also referred to as bottom bracket). The top bracket connector comprises two upper parallel plates with holes configured for connecting at least one pin connector (e.g. the holes may be aligned to each other) between them. The bottom bracket connector includes two lower parallel plates with similar holes (e.g. aligned to each other) for connecting at least one pin connector. It is noted that the described pin connectors may be configured as elements being part of the climbing system or may be configured as elements being external to the climbing system.

[0029] According to certain embodiments, the holes of the top bracket connector may comprise a first pair of aligned holes for connecting a pivot connector between the two parallel plates. The first pair of aligned holes may be configured to be aligned with the forward holes of the anchoring support (e.g. when the respective modular device is assembled such that the insertable tubular profile is arranged within the inner space of the insertable guide profile, and the insertable guide profile is also arranged within the inner cavity of the anchoring support, e.g. when the insertable guide profile is connected to -e.g. hanging from- the respective anchoring support). Thus, the top bracket connector is lockable to the forward holes of the anchoring support by means of the introduction of a respective pin connector (which may also be part of the climbing system or external to the climbing system) through the forward holes and the first pair of holes of the top bracket connector.

[0030] The holes of the top bracket connector may also comprise a second pair of aligned holes for connecting a pivot connector to provide an articulation for allowing external structural elements to be connected to the climbing system. Preferably, the first pair of holes may be arranged closer to the insertable tubular profile than the second pair of holes (i.e. a first distance -e.g. a horizontal distance measured in a direction aligned with the direction along which the top and bottom connectors extend between the insertable tubular profile and the auxiliary tubular profile-measured between the first pair of holes and the insertable tubular profile is shorter than a corresponding second distance measured between the second pair of holes and the insertable tubular profile). Preferably, the first pair of holes of the top bracket connector may be configured to be transversally arranged with respect to the auxiliary tubular profile (e.g. traversing a cross-section of an upper portion of the auxiliary tubular profile). Further, the second pair of holes of the top bracket connector may be arranged at a distance from a main body (e.g. an elongated body extending between the top and bottom brackets connectors) of the auxiliary tubular profile (i.e. the second pair of holes being arranged to avoid traversing a cross-section of the auxiliary tubular profile).

[0031] Similarly, the holes of the bottom bracket connector may comprise a first pair of aligned holes for connecting a pivot connector to provide an articulation for connecting external structural elements, ensuring the climbing system's versatility and adaptability for various configurations and applications. The potential of the support pillar for allocating this kind of articulations (e.g. in the second pair of holes of the top bracket and / or in the first pair of holes of the bottom bracket, e.g. by connecting a respective connecting pin) causes that the support pillar is also referred to as articulable support pillar, since it may be equipped with articulations for connecting external structural elements. Also, this causes that, since these articulations are located in the top bracket connector and in the bottom bracket connector (both of them being part of the auxiliary tubular profile), the auxiliary tubular profile may also be referred to as articulated tubular profile or hinged tubular profile. Further, the fact that the holes of the two upper parallel plates and the two lower parallel plates are configured to be connected to a connecting pin (also referred to as connecting pivot or pivot connector) causes that the two upper parallel plates and the two lower parallel plates are also referred to as upper pivot plates and lower pivot plates, respectively.

[0032] According to some embodiments, the insertable guide profile may further comprise a top cover configured to be engaged to a top end portion of the insertable guide profile for covering the inner space. Thus, the top cover may be configured to cover all the top end portion of the insertable guide profile (e.g. covering all the cross-sectional area of the top end portion). This feature provides protection by preventing the entry of debris or external elements into the inner space of the guide profile.

[0033] Additionally, the insertable guide profile may further comprise a mechanical connector arranged in an upper portion of the insertable guide profile. The mechanical connector may be configured to be connected to an external hook for lifting the insertable guide profile. The mechanical connector may preferably be configured as one of: a loop, a ring, or a curved bar, providing flexibility and adaptability for lifting operations. In some compatible embodiments, the climbing system may comprise both the top cover and the mechanical connector, wherein the mechanical connector may optionally be configured to be connected to the insertable guide profile (e.g. to a main body of the insertable guide profile, such as to a front surface of the insertable guide profile) and to the top cover (e.g. to a top portion of the top cover). This arrangement enhances the structural integrity of the system by providing additional support to the mechanical connector, while also ensuring a secure connection between the main body and the top cover. Such a configuration may improve the stability and durability of the climbing system, particularly during lifting operations, by evenly distributing forces between the components.

[0034] Furthermore, the two lateral brackets of the climbing system may be connected to each other by a continuous surface common to both lateral brackets, the continuous surface may be configured to comprise the rearward holes of the two lateral brackets. Preferably, the continuous surface may be configured as a planar plate or as a C-profile beam, which may contribute to the structural reinforcement and stability of the overall climbing system.

[0035] In the context of the present invention, the term "climbing" refers to the controlled and progressive elevation of the modular devices along the vertical structure of a building (e.g. as construction advances). This process is facilitated by the insertable guide profile and the support pillar, which may be configured to be incrementally repositioned along the anchoring supports (e.g. a long a plurality of vertically aligned and consecutively arranged anchoring supports) in a guided manner. The climbing functionality enables the system to be adjusted to different working heights without disassembly, thereby providing a continuous and adaptable safety structure throughout the construction phases.

[0036] As described, the climbing movement may be achieved through sliding or telescopic movement of the support pillar within the insertable guide profile, wherein the engagement grooves and angular tip plates may ensure a secure and stable attachment at each stage. The system may further interact with lifting means (which may be external to the system or part of the system) or manual repositioning techniques to facilitate upward movement while maintaining proper alignment.

[0037] This climbing capability ensures that the collective protection system remains consistently deployed at the relevant working height, thereby enhancing worker safety, reducing installation time, and optimizing material use in high-rise construction projects.

[0038] According to a second aspect, the invention provides a method for installing the climbing system according to claim 12, the system being described in any of the preceding embodiments according to the first aspect of the invention. The method comprises the steps of, for each modular device: anchoring the at least one anchoring support to a vertical part of a building, preferably by using the rearward holes to introduce a connector to connect the at least one anchoring support to the building. This step ensures that the system is securely fixed to the building structure, providing a stable foundation for subsequent installation steps; introducing the insertable guide profile into the inner cavity of the respective anchoring support. This step facilitates the proper alignment and integration of the guide profile with the anchoring support, ensuring the functionality and stability of the system. inserting the support pillar within the inner space of the insertable guide profile. This step completes the installation process by establishing the structural framework necessary for the operation of the climbing system. The described method allows for an efficient and reliable installation of the climbing system, ensuring its adaptability to various building configurations.

[0039] The step of anchoring the at least one anchoring support to a vertical part of a building may comprise securing at least two vertically aligned anchoring supports at a predetermined distance from each other. Preferably, the distance between two consecutive anchoring supports may be less than the length of the insertable guide profile.

[0040] The step of introducing the insertable guide profile into the inner cavity of the respective anchoring support may comprise aligning the engagement grooves of the anchoring support with angular tip plates provided in the insertable guide profile. The angular tip plates may be configured to pivot upon insertion, engaging with the engagement grooves and securing the guide profile in place. This mechanism may enable a self-locking engagement, preventing unintended detachment while allowing controlled vertical movement when required. The use of pivoting angular tip plates may eliminate the need for bolted connections, facilitating rapid installation and reducing the risk of loosening due to dynamic loads or vibrations.

[0041] The step of inserting the support pillar within the inner space of the insertable guide profile may comprise guiding the insertable tubular profile of the support pillar into the inner space while ensuring that top and bottom connectors protrude through the longitudinal channel of the insertable guide profile, such that the auxiliary tubular profile remains out from the inner space. The longitudinal channel may allow for an efficient assembly process by ensuring that the auxiliary tubular profile of the support pillar remains outside the insertable guide profile, enabling secure attachment of external structural elements when required (e.g. to the top and bottom bracket connectors). This configuration may provide modular adaptability, allowing the climbing system to be customized for different construction requirements while maintaining ease of installation and reconfiguration.

[0042] In some embodiments, the method may further comprise the step of vertically moving the insertable guide profile from one anchoring support to another anchoring support, these two anchoring supports being arranged vertically aligned to each other as consecutive anchoring supports. The vertical moving process (e.g. climbing movement) may be facilitated by a mechanical connector provided at the upper portion of the insertable guide profile, which may be configured as a loop, a ring, or a curved bar. The mechanical connector may allow for secure handling and precise positioning of the insertable guide profile, especially in high-rise construction applications where manual lifting may be impractical. This feature may enhance efficiency and safety during installation, ensuring that the guide profile can be inserted into the anchoring support in a controlled manner without excessive manual effort.

[0043] In some embodiments, the method may further comprise securing external structural elements to the top bracket connector and / or to the bottom bracket connector of the support pillar using a pivot connector. These external structural elements may include a safety net, a working platform, a protective guardrail, or a tensioning cable, depending on the specific construction requirements. The ability to attach various safety and support elements to the climbing system may enhance its versatility, making it suitable for multiple applications, such as worker protection, material transport, or temporary structural reinforcement. The use of pivot connectors may ensure that these external elements can be securely attached while allowing articulation if necessary, improving adaptability and structural integrity.BRIEF DESCRIPTION OF THE DRAWINGS

[0044] Fig. 1 illustrates an isometric view of a modular device 10 of a climbing system according to the first aspect of the invention, showing its main structural components and their interaction, including an anchoring support 1, an insertable guide profile 2, and a support pillar 3. A magnified view highlights the upper connection area. Fig. 2 depicts a detailed view of an anchoring support 1 compatible with the modular device 10, illustrating its components, including lateral brackets 1a, front plates 1c, and delimiting plates 1d and 1i, along with the inner cavity 1f configured to receive the insertable guide profile 2. Fig. 3 shows an insertable guide profile 2 compatible with the anchoring support 1 of Fig. 2, highlighting its longitudinal channel 2c, pivoting pins 2a, angular tip plates 2b, and locking slots 2g. Fig. 4 presents a support pillar 3 configured for insertion into the insertable guide profile 2, comprising an insertable tubular profile 3a and an auxiliary tubular profile 3b, with top 3e and bottom 3f connectors for engagement with external structural elements 5. Fig. 5 provides a perspective view of a modular device 10 in a disassembled state, showing the anchoring support 1 attached to a building structure 20, with the insertable guide profile 2 and support pillar 3 positioned separately. Fig. 6 illustrates the modular device 10 of Fig. 5 in an assembled state, where the insertable guide profile 2 is inserted into the anchoring support 1, and the support pillar 3 is positioned within the inner space of the insertable guide profile 2. Fig. 7 represents a climbing system incorporating two modular devices 10, each comprising multiple anchoring supports 1 and an insertable guide profiles 2, showing their vertical arrangement and alignment along a building structure 20. Fig. 8 provides an isometric view of a modular device 10 compatible with embodiments of the invention. Fig. 9 shows a detailed view of an anchoring support 1 as used in the modular device 10 of Fig. 8, emphasizing its lateral brackets 1a, front plates 1c, delimiting plates 1d and 1i, and base plate 1b. Figs. 10 and 11 illustrate different views of an insertable guide profile 2 compatible with the modular device 10, showing optional features such as a top cover 2i, a mechanical connector 2h for lifting, and an upper section with a closed cross-section. Fig. 12 presents a variation of the support pillar 3 in which the top 3e and bottom 3f connectors are configured as a plurality of elongated connectors. Fig. 13 depicts an exemplary application of a climbing system incorporating modular devices 10, connected to external structural elements 5, such as rigid bars and tensioning lines, for supporting a safety net or mesh for fall protection. Fig. 14 illustrates a different use case of the climbing system of Fig. 13, where external structural elements 5 are connected to the modular devices 10 for integrating an external safety system. Fig. 15 shows another exemplary use of the climbing system, where the modular devices 10 are employed to support a working platform and protective guardrails, facilitating safe construction operations at height. DETAILED DESCRIPTION OF THE DRAWINGS

[0045] Fig. 1 illustrates a modular device 10 of a climbing system according to the first aspect of the invention, showing its structural configuration and the interaction between its main components. The modular device 10 comprises an anchoring support 1, an insertable guide profile 2, and a support pillar 3. The figure provides an isometric view of these components. Fig. 1 also provides a magnified detail of an upper connection area of the modular device 10 showing the anchoring support 1 and respective upper portions of the insertable guide profile 2 and the support pillar 3.

[0046] It is noted that the modular device 10 of Fig. 1 also comprises an optional second anchoring support 1 arranged in a lower portion of the modular device 10. The second anchoring support 1 is vertically aligned with the anchoring support 1 arranged in the upper portion of the modular device 10. The two anchoring supports illustrated in Fig. 1 represent two vertically aligned consecutive anchoring supports 1. In other compatible embodiments, the number of anchoring supports 1 arranged vertically aligned but separated by a distance may be greater (e.g. three or more).

[0047] Each anchoring support 1 is configured to be attached to a vertical part of a building, such as a wall or a slab (not visible in Fig. 1). The insertable guide profile 2 is configured as an elongated structural element configured to fit into the inner cavity 1f (shown in Fig. 2) of the anchoring supports 1. The insertable guide profile 2 comprises an inner space (e.g. an inner receiving space) configured to receive the support pillar 3 and to allow a vertical movement of the support pillar 3 within the inner space.

[0048] The support pillar 3 is an elongated structural component that is configured to be inserted within the inner space of the insertable guide profile 2. The support pillar is configured to be moveable vertically within the insertable guide profile 2.

[0049] The enlarged view within the dashed circle in Figure 1 highlights the interaction between the anchoring support 1, the insertable guide profile 2, and the support pillar 3. The modular device 10 is designed to be arranged in vertical alignment along the building structure, forming a scalable and adaptable climbing system for supporting collective protections in high-rise construction works.

[0050] Fig. 2 illustrates an anchoring support 1 compatible with the modular device 10 shown in Fig. 1. The anchoring support 1 comprises: two lateral brackets 1a, two front plates 1c, and a plurality of deliming plates 1d, 1i.

[0051] Each lateral bracket 1a comprises a forward hole 1e and a rearward hole 1h. The forward holes 1e of the two lateral brackets 1a are depicted aligned with one another, enabling the two lateral brackets 1a to be connected to each other by means of a pivot connector 4 (as those shown in Fig. 8; wherein the pivot connector 4 may be part of the climbing system or may be an element being external to the climbing system). The rearward holes 1h of each lateral bracket 1a are arranged in a respective base plate 1b of each lateral bracket 1a. Although not visible in Fig. 2, in some embodiments, a single base plate 1b may be configured to belong simultaneously to the two lateral brackets 1a (e.g. as a continuous surface).

[0052] Fig. 2 shows that the two front plates 1c (also referred to as front fins) and the plurality of delimiting 1d, 1i are configured to surround the inner cavity 1f of the anchoring support 1 (i.e. the front plates 1c and the plurality of deliming plates 1d are configured to generate (i.e. define) the inner cavity 1f). The delimiting plates 1d, 1i and the front plates 1c may are shown as arranged between the two lateral brackets 1a, thereby connecting the lateral brackets 1a to one another. The two front plates 1c configured to be arranged separated from each other, forming a slot between them that results in the inner cavity 1f being configured as a slotted cavity 1f (e.g. having a front opening in the form of a slot).

[0053] The plurality of deliming plates 1d, 1i shown in Fig. 2 comprise (or are configured as) two lateral plates 1i and a rear plate 1d. The rear plate 1d is arranged between the two lateral plates 1i and connected to them. Each lateral plate 1i may either be connected to (or form an integral part of) one of the lateral brackets 1a. The front plates 1c of Fig. 2 are represented in a preferred embodiment in which each front plate 1c is connected to one of the lateral plates 1i and to one of the two lateral brackets 1a. However, the invention is also compatible with other configurations previously described. This arrangement may enhance the stability and structural integrity of the anchoring support while ensuring precise alignment of the different components.

[0054] The anchoring support 1 of Fig. 2 represents an advantageous configuration in which each lateral bracket 1a is configured to form a right angle. Specifically, for each lateral bracket 1a, the part where the forward hole 1e is arranged forms a right angle with the base plate 1b where the rearward hole 1h is located. Further, Fig. 2 represents the optional configuration in which each lateral bracket further comprises one or two triangular reinforcing walls configured to be arranged horizontally and connecting the base plate 1b where the rearward hole 1h is located to the part of the respective lateral bracket 1a where the forward hole 1e is arranged (e.g. the respective lateral plate 1i, in those embodiments in which the lateral plate 1i may be part of the lateral bracket 1a). More particularly, the anchoring support 1 of Fig. 1 represents an optional embodiment in which each lateral bracket 1a comprises two triangular reinforcing walls one arranged above the position of the forward 1e and rear 1h holes and one arranged below the position of the forward 1e and rearward 1h holes.

[0055] Each of the two lateral plates 1i of the anchoring support 1 depicted in Fig. 2 comprises a contact interface 1g configured to interact (as shown, inter alia, in Fig. 1) with the insertable guide profile (e.g. with the respective angular tip plates 2b described below). Fig. 2 depicts an optional configuration in which each lateral plate 1i comprises a respective engagement groove 1g (i.e. configured as respective contact interface). Fig. 2 shows a preferred configuration in which the engagement groove 1g are arranged in an upper portion of the respective lateral plates 1i. This engagement groove 1g may be configured to provide an interlocking contact interface with the insertable guide profile 2 (e.g. with the respective angular tip plates 2b described below). Such a configuration may allow the guide profile to be securely locked into the inner cavity 1f of the anchoring support 1

[0056] Fig. 3 illustrates an insertable guide profile 2 compatible with the anchoring support 1 of Fig. 2. The insertable guide profile 2 comprises a longitudinal channel 2c, pivoting pins 2a arranged within the inner space, a respective angular tip plate 2b supported by each pivoting pin 2a, and locking slots 2g.

[0057] The longitudinal channel 2c is configured as an access (e.g. configured as an opening serving as an access) to the inner space of the insertable guide profile 2. The inner space is represented in Fig. 3 as an empty cross-section (e.g. as a hole) of the insertable guide profile 2, which extends longitudinally along a direction of elongation of the insertable guide profile 2. The longitudinal channel of Fig. 2 is represented as extending along the whole length of the insertable guide profile 2, i.e. such that the insertable guide profile 2 has an open cross-section. However, in other embodiments compatible with the invention (e.g. such that those depicted in Figs. 10 and 11), an upper part of the insertable guide profile 2 may be deprived from the longitudinal channel 2c (e.g. by configuring said upper part of the insertable guide profile 2 to have a closed cross-section (i.e. having a closed perimeter).

[0058] The insertable guide profile 2 of Fig. 3 comprises two pivoting pins 2a and two corresponding angular tip plates 2b. Each angular tip plate 2b is supported by one of the pivoting pins 2a, and is configured to rotate about said pivoting pin 2a. The insertable guide profile 2 comprises a respective locking slot 2g (one per each angular tip plate 2b) configured to allow the angular tip plate 2b to protrude from the inner space outwardly (e.g. a respective locking slot 2g may be arranged in each lateral plate 1i). This configuration may facilitate the secure locking and engagement of the insertable guide profile 2 with the anchoring support 1.

[0059] The two angular tip plates 2b shown in Fig. 3 are identically configured. Each angular tip plate 2b comprises a tip portion 2d and a contact body part 2e. Each angular tip plate 2b is configured such that, when the insertable guide profile 2 is arranged within the inner cavity 1f of the anchoring support 1 (e.g. when the insertable guide profile 2 is arranged in an operative position within the inner cavity 1f; e.g. when the insertable guide profile 2 has been fully inserted into the inner cavity 1f), the respective tip portion 2d contacts an upper portion of the anchoring support 1 (e.g. the angular tip plate 2b may be configured such that the tip portion 2d protrudes from the inner space through the respective locking slot 2g) (the upper portion of the anchoring support 1 may correspond to the contact interface 1g of the anchoring support 1, which is preferably configured as respective engagement grooves 1g). This contact causes a rotation of the angular tip plate 2b (i.e. about the pivoting pin 2a) until the contact body part 2e contacts with an inner part (e.g. an inner wall of the insertable guide profile delimiting the inner space) of the insertable guide profile 2, thereby ensuring a stable and secure connection. The contact of the contact body part 2e with an inner part of the insertable may be achieved by configuring the contact body part 2e to have a size preventing it from passing through the respective locking slot 2g.

[0060] Fig. 4 represents a support pillar 3 compatible with the anchoring support 1 of Fig. 2 and with the insertable guide profile 2 of Fig. 3. The support pillar 3 of Fig. 3 comprises (or is formed by) an insertable tubular profile 3a and an auxiliary tubular profile 3b. The insertable tubular profile 3a is configured to be inserted into the inner space of the insertable guide profile 2. The auxiliary tubular profile 3b is connected to the insertable tubular profile 3a by means of respective top connectors 3e (e.g. arranged at a top portion of the support pillar 3) and bottom connectors 3f (e.g. arranged at a bottom / lower portion of the support pillar 3). The top 3e and bottom 3f connectors are shown being configured (optional feature) as a plurality (e.g. two) plate connectors arranged in parallel to each other and perpendicularly connected to both the insertable tubular profile 3a and the auxiliary tubular profile 3b). In other compatible embodiments, the top 3e and bottom 3f connectors may be configured as one or more elongated connectors (e.g. one, two or more rod connectors, which may be arranged spaced apart to each other along a vertical direction - i.e. when the respective support pillar is vertically arranged within a respective insertable guide profile - and which may be arranged perpendicularly to both the insertable tubular profile and the auxiliary tubular profile).

[0061] In Fig. 4, the top 3e and bottom 3f connectors are configured such that, when the insertable tubular profile 3a is arranged within the inner space of the respective insertable guide profile 2 (e.g. when the insertable tubular profile 3a is arranged in the operative position relative to the insertable guide profile 2), the top connectors 3e and the bottom connectors 3f are configured to protrude from the inner space through the longitudinal channel 2c, such that the auxiliary tubular profile 3b remains out from the inner space of the insertable guide profile 2 (as shown in Figs. 1 and 6).

[0062] The auxiliary tubular profile 3b further comprise a top bracket connector 3c and a bottom bracket connector 3d. The top bracket connector 3c comprises two upper parallel plates 3g with holes configured for connecting at least one pin connector 4 (e.g. the holes may be aligned to each other; wherein the pin connector 4 may be external to the claimed system, and may be configured as those shown in Fig. 8) between them. The bottom bracket connector 3d comprises two lower parallel plates 3h with respective holes (e.g. aligned to each other) for connecting at least one pin connector. It is noted that the described pin connectors 4 may be configured as elements being part of the climbing system or may be configured as elements being external to the climbing system.

[0063] More particularly, Fig. 4 shows that the holes of the top bracket connector 3c comprise a first pair of aligned holes for connecting a pivot connector 4 between the two parallel plates 3g. The first pair of aligned holes is configured to be aligned with the forward holes 1e of the anchoring support 1 (e.g. when the respective modular device 10 is assembled such that the insertable tubular profile 3a is arranged within the inner space of the insertable guide profile 2, and the insertable guide profile 2 is also arranged within the inner cavity 1f of the anchoring support 1). Thus, the top bracket connector 3c is lockable to the forward holes 1e of the anchoring support 1 by means of the introduction of a respective pin connector 4 (which may also be part of the climbing system or external to the climbing system, and which may be a pin connector as shown in Fig. 8) through the forward holes 1e and through the first pair of holes of the top bracket connector 3c.

[0064] The holes of the top bracket connector 3c are depicted in Fig. 4 comprising a second pair of aligned holes for connecting a pivot connector 4 to provide an articulation for allowing external structural elements (which may be external structural elements 5 as shown in any of Figs. 13-15) to be connected to the climbing system. Fig. 4 shows the preferred embodiments in which the first pair of holes are arranged closer to the insertable tubular profile 1a than the second pair of holes. Further, the first pair of holes of the top bracket connector 3c are also configured (optional feature) to be transversally arranged with respect to the auxiliary tubular profile 3a (i.e. horizontally traversing a cross-section of an upper portion of the auxiliary tubular profile 3a). The second pair of holes of the top bracket connector 3c is arranged (also an optional feature) at a distance from a main body (e.g. an elongated body extending between the top 3c and bottom 3d brackets connectors) of the auxiliary tubular profile 3b (i.e. the second pair of holes being arranged to avoid traversing a cross-section of the auxiliary tubular profile 3b).

[0065] In Fig. 4, the holes of the bottom bracket connector 3d comprise a first pair of aligned holes for connecting a pivot connector 4 to provide an articulation for connecting external structural elements 5, ensuring the climbing system's versatility and adaptability for various configurations and applications.

[0066] Fig. 5 illustrates a modular device 10 according to embodiments of the invention. Fig. 5 represents view in which the anchoring support 1 is attached to a part of a building 20, the insertable guide profile 2 is depicted out of the inner cavity 1f (not identified in Fig. 5) of the anchoring support 1, and the pillar support 3 is shown also out from the inner space of the insertable guide profile 2.

[0067] Fig. 6 represents the same modular device 10 of Fig. 5, but in this case in an assembled position, i.e. with the insertable guide profile being arranged within the inner cavity 1f of the anchoring support 1, and with the insertable tubular profile 3b of the support pillar 3 being arranged within the inner space of the insertable guide profile 2. In this position, the respective angular tip plates 2b identified in Fig. 3 are represented contacting to the optional engagement grooves 1g described for Fig. 2.

[0068] Fig. 7 shows a climbing system according to the first aspect of the invention comprising two modular devices 10. It is noted that, despite the particular representation provided in Fig. 7, the modular devices 10 of Fig. 7 may be configured according to any of the embodiments previously described for the modular device 10. Each of modular devices 10 shown in Fig. 7 respectively comprise three anchoring supports (each shown connected to a respective slab of a building 20, although they are also suitable for being connected to other parts of a building 20; it is noted that in alternative embodiments, each modular device 10 may comprise a plurality of anchoring supports 1). The three anchoring supports 1 (i.e. one upper anchoring support 1, one intermediate anchoring support 1, and one lower anchoring support 1) of each modular device 10 are shown attached to the building 20 such that they are arranged at a distance from each other and vertically aligned. Preferably, the distance between two vertically aligned consecutive anchoring supports 1 is less than the length of the respective insertable guide profile 2, such that the insertable guide profile 2 is connectable to two consecutive anchoring supports 1 simultaneously.

[0069] The climbing system of Fig. 7 comprises: one modular device 10 (arranged in the left part of the figure) comprising three anchoring supports 1 and two insertable guide profiles 2, each insertable guide profile 2 having a respective pillar support 3 inserted therein; and another modular device 10 (arranged in the right part of the figure) comprising three anchoring supports 1 and one single set of an insertable guide profile 2 with a respective pillar support 3 inserted therein. In this last modular device 10, which is arranged connected to the lower and intermediate anchoring supports, the insertable guide profile 2 may be slid upwards (e.g. lifted by means of external lifting means) through the guided path provided the three anchoring supports, such that the insertable guide profile 2 may end up being arranged simultaneously within the upper and intermediate anchoring supports 1.

[0070] Fig. 8 illustrates a modular device 10 compatible with embodiments of the invention. The modular device 10 comprises an anchoring support 1, an insertable guide profile 2, and a support pillar 3. The figure provides an isometric view of these components. Fig. 8 also provides a magnified detail of an upper connection area of the modular device 10 showing the anchoring support 1 and respective upper portions of the insertable guide profile 2 and the support pillar 3. Fig. 8 depict three optional pivot connectors 4. It is noted that the modular device 10 of Fig. 8 also comprises an optional second anchoring support 1 arranged in a lower portion of the modular device 10.

[0071] Fig. 9 represents a detailed view of the anchoring support 1 of the modular device 10 of Fig. 8. The anchoring support 1 of Fig. 9 comprises: two lateral brackets 1a, two front plates 1c, and a plurality of deliming plates 1d, 1i. Each lateral bracket 1a comprises a forward hole 1e and a rearward hole 1h. The forward holes 1e of the two lateral brackets 1a are depicted aligned with one another, enabling the two lateral brackets 1a to be connected to each other by means of a pivot connector 4 (as those shown in Fig. 8). The rearward holes 1h of each lateral bracket 1a are arranged in a respective base plate 1b of each lateral bracket 1a.

[0072] In Fig. 9, the two lateral brackets 1a share a single base plate 1b (i.e. the base plate 1b is simultaneously part of the two lateral brackets 1a. This single base plate 1b is configured as a continuous surface. Further, the base plate 1b of Fig. 9 is optionally configured as a C-profile beam, which is especially advantageous for attaching the anchoring support 1 to a slab of a building 20. However, in other embodiments the base plate may be configured as a planar plate. Any of the features of this paragraph are suitable for being isolated from this embodiment and being applied to the anchoring support shown in Fig. 2.

[0073] The plurality of deliming plates 1d, 1i shown in Fig. 9 comprise (or are configured as) two lateral plates 1i and a rear plate 1d. The rear plate 1d is arranged between the two lateral plates 1i and connected to them. Each lateral plate 1i is configured as an integral part of one of the lateral brackets 1a. Thus, each lateral bracket 1a is formed by a respective lateral plate 1i and a respective portion of the base plate 1b (i.e. the portion where the rearward holes 1h are arranged). The front plates 1c of Fig. 9 are connected to one of the lateral plates 1i.

[0074] The anchoring support 1 of Fig. 9 represents an advantageous configuration in which each lateral bracket 1a is configured to form a right angle. Specifically, for each lateral bracket 1a, the part where the forward hole 1e is arranged (i.e. the lateral plate 1i) forms a right angle with the base plate 1b where the rearward hole 1h is located.

[0075] Each of the two lateral plates 1i of the anchoring support 1 depicted in Fig. 9 comprises a contact interface configured to interact (as shown, in Fig. 8) with the insertable guide profile (e.g. with the respective angular tip plates 2b). Fig. 9 depicts an optional configuration in which each lateral plate 1i comprises as respective contact interface arranged in an upper portion of the lateral plates 1i (e.g. as an upper surface of the respective lateral plate; i.e. a portion configured to contact to the respective angular tip plate 2b). Although not shown in Fig. 9, in some compatible embodiments, each of the lateral plates 1i may comprise a respective engagement groove 2h (e.g. configured as shown in Fig. 2), such that the respective contact interface may be configured as the engagement groove 2h.

[0076] The anchoring support 1 of Fig. 9 is also compatible with the insertable guide profile 2 shown in Fig. 3 and with the pillar profile 3 shown in Fig. 4.

[0077] Fig. 10 and 11 represent to different views of the insertable guide profile 2 shown in Fig. 8. This insertable guide profile is based on the insertable guide profile 2 previously described for Fig. 3, but further comprises three different optional features (each of which are individually optional, i.e. they may be applied in isolation with respect to the others): a top cover 2i, a mechanical connector 2h and an upper part of the insertable guide profile 2 is configured to have a closed cross-section.

[0078] Thus, the insertable guide profile 2 of Figs. 11 comprises an optional a top cover 2i configured to be engaged to a top end portion of the insertable guide profile 2 for covering the inner space. Fig. 11 shows the preferred configuration in which the top cover 2i is configured to fully cover the top end portion of the insertable guide profile 2 (e.g. covering all the cross-sectional area of the top end portion). This feature is also compatible with the insertable guide profile of Fig. 3. Fig. 10 shows the same insertable guide profile of Fig. 11, but without the top cover 2i.

[0079] Additionally, the insertable guide profile 2 of Fig. 9 further comprises a mechanical connector 2h arranged in the upper portion of the insertable guide profile 2. The mechanical connector 2h is preferably configured to be connected to an external hook for lifting the insertable guide profile 2. Fig. 11 shows the mechanical connector 2h configured as a curved bar connected to both the optional top cover 2i and to the insertable guide profile 2 (e.g. to a main body of the insertable guide profile 2, such as to a front surface of the insertable guide profile 2 -e.g. to a connecting point 2f of the insertable guide profile 2). However, in other embodiments, the mechanical connector 2h may be connected only to the insertable guide profile 2 (e.g. in those embodiments not having a top cover 2i) and / or may be configured as one of: a loop, a ring, or a curved bar, providing flexibility and adaptability for lifting operations.

[0080] The insertable guide profile 2 shown in Figs. 10 and 11 are compatible with the anchoring supports 1 of both Figs. 2 and 9, and also with the pillar support 3 of both Figs. 4 and 12.

[0081] Fig. 12 shows a variation of the pillar support 3 of Fig. 4 in which the top 3e and bottom 3f connectors are configured as a plurality (e.g. one, two or more rod connectors) of elongated connectors arranged spaced apart to each other along a vertical direction -i.e. when the respective support pillar 3 is vertically arranged within a respective insertable guide profile 2-. The rod connectors 3e, 3f are shown arranged perpendicularly to both the insertable tubular profile 3a and the auxiliary tubular profile 3b, wherein this is an optional feature of the invention.

[0082] Additionally, the top bracket connector 3c of Fig. 12 comprise an optional third pair of aligned holes for connecting a respective pivot connector 4 between the two upper parallel plates 3g. This feature is also compatible with the pillar support 3 shown in Fig. 4.

[0083] Figs. 13-15 show different exemplary uses of a climbing system of the first aspect of the invention. The climbing system of Fig. 13-15 is exemplary represented as comprising two modular devices 10, each comprising two anchoring supports 1, an insertable guide profile 2 and a pillar support 3. However, it should be noted that the modular devices 10 of the climbing system may be alternatively configured according to any of the configurations already described for each of the anchoring support 1, the insertable guide profile 2 and the pillar support 3.

[0084] Fig. 13 shows that the two modular devices are connected to respective external structural elements 5. More particularly, the bottom bracket connector 3d of each pillar support 3 is provided with a respective pivot connector 4 (not visible in the general view provided in Fig. 13) connected to a pair of holes (e.g. the second pair of holes) of the two upper parallel plates 3g, thereby providing an articulation for connecting an external structural element 5. This external structural element 5 is exemplary represented in Fig. 13 configured as a rigid bar configured to be rotatable about said pivot connector 4. Further, the top bracket connector 3c of each pillar support 3 is provided with a respective pivot connector 4 (not visible in the general view provided in Fig. 13) connected to a pair of holes (e.g. the first pair of holes) of the two lower parallel plates 3h, thereby providing an articulation for connecting another external structural element 5, this second external structural element 5 being represented as a tensioning line (e.g. configured to be elastic). The two external structural elements 5 connected to each modular device 10 as shown in Fig. 13 are suitable for installing a safety net / mesh for fall protection (which is a fall protection equipment for construction of high-rise buildings).

[0085] Fig. 14 shows the same climbing system of Fig. 13 but in a different case of use in which the articulations provided in the respective pair of holes of the top and bottom bracket connectors (i.e. by inserting respective pivot connectors 4 therein) are used for connecting external structural elements 5 belonging to an external safety equipment.

[0086] Fig. 15 also shows the same climbing system of Figs. 13 and 14 but, in this case, the articulations provided in the respective pair of holes of the top and bottom bracket connectors (i.e. by inserting respective pivot connectors 4 therein) are used for connecting a respective safety equipment comprising a platform (e.g. for allowing workers to work onto it) and respective guardrails (also referred to as handrails).

Claims

1. A climbing system for support of collective protections in high-rise building (20) construction works, the climbing system comprising a plurality of modular devices (10), wherein each modular device (10) is configured to be vertically arranged for being attached to a building (20), each modular device (10) comprising: at least one anchoring support (1) configured to be attached to a building (20), the at least one anchoring support (1) comprising: an inner cavity (1f); two lateral brackets (1a), wherein each lateral bracket (1a) comprises at least one forward hole (1e) and at least one rearward hole (1h), wherein the forward holes (1e) of the two lateral brackets (1a) are aligned to each other for allowing the two lateral brackets (1a) to be connected to each other by means of a pivot connector, wherein the rearward holes (1h) of the two lateral brackets (1a) are configured for attaching the anchoring support (1) to a building (20) and are arranged in a base plate (1b) of the lateral brackets (1a); and two front plates (1c) and a plurality of delimiting plates (1d, 1i) configured to surround the inner cavity (1f) and also configured to be arranged between the two lateral brackets (1a) connecting the two lateral brackets (1a) to each other, wherein the two fronts plates (1c) are separated to each other forming a slot, thereby the inner cavity (1f) being configured as a slotted cavity (1f); an insertable guide profile (2) configured to be inserted into the inner cavity (1f), the insertable guide profile (2) comprising: an inner space, a longitudinal channel (2c) configured to provide access to the inner space, pivoting pins (2a) arranged within the inner space, a respective angular tip plate (2b) supported by each pivoting pin (2a) and configured to be rotatable about the respective pivoting pin (2a), and a respective locking slot (2g) configured to allow the angular tip plate (2b) to protrude from the inner space outwards; and a support pillar (3) configured to be inserted within the inner space (2c) of the insertable guide profile (2) such that the support pillar (3) is configured to be moveable along the insertable guide profile (2), wherein the support pillar (3) comprises: an insertable tubular profile (3a) configured to be inserted into the inner space of the insertable guide profile (2); and an auxiliary tubular profile (3b) connected to the insertable tubular profile (3a) by means of respective top connectors (3e) and bottom connectors (3f), wherein the top connectors (3e) and the bottom connectors (3f) are configured to protrude from the inner space through the longitudinal channel (2c) such that the auxiliary tubular profile (3b) remains out from the inner space when the insertable tubular profile (3a) is arranged within the inner space; wherein the auxiliary tubular profile (3b) further comprises a top bracket connector (3c) and a bottom bracket connector (3d), wherein the top bracket connector (3c) comprises two upper parallel plates (3g) comprising holes for connecting at least one pin connector (4) between the two upper parallel plates (3g), and wherein the bottom bracket connector (3d) comprises two lower parallel plates (3h) comprising holes for connecting at least one pin connector (4) between the two lower parallel plates (3h).

2. The climbing system of claim 1, wherein the at least one anchoring support (1) of each modular device (10) comprises two or more of anchoring supports (1), said two or more anchoring supports (1) being configured to be attached to the building (20) such that the two or more anchoring supports (1) are arranged at a distance to each other and vertically aligned to each other; wherein preferably the distance between two vertically aligned consecutive anchoring supports (1) is less than a length of the insertable guide profile (2).

3. The climbing system of claim 1 or 2, wherein the plurality of delimiting plates (1d, 1i) comprises two lateral plates (1i) and a rear plate (1d), wherein the rear plate (1d) is arranged between the two lateral plates (1i) and connected thereto, wherein each lateral plate (1i) is connected to, or is an integral part of, one of the lateral brackets (1a), wherein preferably each front plate (1c) is connected to one of the lateral plates (1i) and / or to one of the two lateral brackets (1a).

4. The climbing system of any of the preceding claims, wherein each lateral bracket (1a) is configured to form a right angle, such that, for each lateral bracket (1a), a part where the at least one forward hole (1e) is arranged forms a right angle with the base plate (1b) where the at least one rearward hole (1h) of each lateral bracket (1a) is arranged.

5. The climbing system of any of the preceding claims, wherein one or more of the delimiting plates (1d, 1i) comprises a respective engagement groove (1g) configured to provide an interlocking contact interface to the insertable guide profile (2) for locking the insertable guide profile (2) into the inner cavity (1f).

6. The climbing system of any of the preceding claims, wherein each angular tip plate (2b) comprises a tip portion (2d) and a contact body part (2e), wherein the angular tip plate (2b) is configured such that, when the insertable guide profile (2) is arranged within the inner cavity (1f) of the anchoring support (1), the tip portion (2d) contacts with an upper portion of the anchoring support (1), thereby causing a rotation of the angular tip plate (2b) until the contact body part (2e) contacts with an inner part of the insertable guide profile (2).

7. The climbing system of claim 5 and 6, wherein each engagement groove (1g) is arranged in an upper portion of the one or more delimiting plates (1d, 1i) and configured such that, when the insertable guide profile (2) is arranged within the inner cavity (1f) of the anchoring support (1), the tip portion (2d) of each angular tip plate (2b) contacts with one of the engagement grooves (1g), thereby causing the rotation of the angular tip plate (2b) until the contact body part (2e) contacts with the inner part of the insertable guide profile (2).

8. The climbing system of any of the preceding claims, wherein: - the holes of the top bracket connector (3c) comprise: a first pair of aligned holes configured for connecting a pivot connector (4) between the two parallel plates (3g) of the top bracket connector (3c), the first pair of aligned holes being further configured to be aligned with the forward holes (1e) of the anchoring support (1); and a second pair of aligned holes configured for connecting a pivot connector (4) between the two parallel plates (3g) of the top bracket connector (3c) for providing an articulation for connecting external structural elements (5) to the climbing system; and - the holes of the bottom bracket connector (3d) comprise: a first pair of aligned holes configured for connecting a pivot connector (4) between the two parallel plates (3h) of the bottom bracket connector (3d) for providing an articulation for connecting external structural elements (5) to the climbing system.

9. The climbing system of any of the preceding claims, wherein the insertable guide profile (2) comprises a top cover (2i) configured to be engaged to a top end portion of the insertable guide profile (2) to cover the inner space.

10. The climbing system of any of the preceding claims, wherein the insertable guide profile (2) further comprises a mechanical connector (2h) arranged in an upper portion of the insertable guide profile (2), wherein the mechanical connector (2h) is configured to be connected to an external hook for lifting the insertable profile (2), wherein the mechanical connector (2h) is preferably configured as one of: a loop, a ring or a curved bar.

11. The climbing system of any of the preceding claims, wherein the two lateral brackets (1a) are connected to each other by a continuous surface common to both lateral brackets (1a), the continuous surface being comprising the rearward holes (1h) of the two lateral brackets (1a); wherein preferably, the continuous surface is configured as a C profile beam.

12. A method for installing the climbing system of any of the preceding claims, comprising the steps of, for each modular device (10): anchoring the at least one anchoring support (1) to a vertical part of a building (20); introducing the insertable guide profile (2) into the inner cavity (1f) of the respective anchoring support (1); and inserting the support pillar (3) within the inner space (2c) of the insertable guide profile (2).