SI24679A - System for construction of climbing walls with standardised elements - Google Patents
System for construction of climbing walls with standardised elements Download PDFInfo
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- SI24679A SI24679A SI201400128A SI201400128A SI24679A SI 24679 A SI24679 A SI 24679A SI 201400128 A SI201400128 A SI 201400128A SI 201400128 A SI201400128 A SI 201400128A SI 24679 A SI24679 A SI 24679A
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- A—HUMAN NECESSITIES
- A63—SPORTS; GAMES; AMUSEMENTS
- A63B—APPARATUS FOR PHYSICAL TRAINING, GYMNASTICS, SWIMMING, CLIMBING, OR FENCING; BALL GAMES; TRAINING EQUIPMENT
- A63B69/00—Training appliances or apparatus for special sports
- A63B69/0048—Training appliances or apparatus for special sports for mountaineering, e.g. climbing-walls, grip elements for climbing-walls
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- A—HUMAN NECESSITIES
- A63—SPORTS; GAMES; AMUSEMENTS
- A63B—APPARATUS FOR PHYSICAL TRAINING, GYMNASTICS, SWIMMING, CLIMBING, OR FENCING; BALL GAMES; TRAINING EQUIPMENT
- A63B2225/00—Miscellaneous features of sport apparatus, devices or equipment
- A63B2225/09—Adjustable dimensions
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Abstract
S sistemom po izumu se standardne elemente, ki so v obliki ploskev in izdelani po standardiziranih postopkih, poveže med sabo z različnimi povezovalnimi elementi. Iz trikotnikov, štirikotnikov, petkotnikov, šestkotnikov in ostalih mnogokotnikov, to je standardnih elementov, ki imajo vsi enako dolge stranice, je možno sestaviti množico različnih teles. S sistemom po izumu se spaja poljubno število standardnih elementov, to je mnogokotnikov med seboj, s ciljem oblikovanja plezalne stene oziroma plezalnepovršine po željah uporabnikov. Vsak standardni element v sestavu, ki tvori plezalno steno, se spoji s povezovalnim elementom z drugim poljubnim standardnim elementom. Pogoj je, da morajo biti vsi standardni elementi po obodu enako obdelani. Za zagotavljanje natančnega ujemanja standardnih elementov iz katerih je plezalna stena sestavljena, ne glede na njihovo kombiniranje in njihov medsebojni položaj, se morajo obodi oziroma robovi, preko katerih se povezujejo standardni elementi med sabo, ujemati podolžini, spoj med njimi pa mora zagotavljati ustrezno trdnost z možnostjo enostavne montaže in demontaže, ne glede na to pod kakšnim kotom se standardni elementi medsebojno povezujejo. Povezovalni elementi so lahko različni, kot na primer kotni elementi, tečajni spoj ali prepogiben spoj. Na ta način je omogočeno neomejeno število kombinacij standardnih elementov in stalno optimiranje nabora standardnih elementov.With the system according to the invention, the standard elements, which are in the form of plots and manufactured according to standardized procedures, are connected to each other by various connecting elements. From triangles, quadrangles, pettics, hexagons, and other polygons, that is, standard elements that have all the same long sides, it is possible to assemble a multitude of different bodies. The system according to the invention combines an arbitrary number of standard elements, i.e. polygons to each other, with the aim of forming a climbing wall or climbing surface according to user preferences. Each standard element in the assembly forming the climbing wall is coupled to the connecting element with another optional standard element. The condition is that all standard elements on the periphery must be treated equally. In order to ensure precise matching of the standard elements from which the climbing wall is made, regardless of their combination and their mutual position, the edges or edges through which the standard elements are joined to each other must match the lengths, and the connection between them must provide the appropriate strength with the possibility of easy assembly and disassembly, regardless of how the standard elements interconnect. The connecting elements may be different, such as angular elements, hinged joints or folding joints. In this way, there is an unlimited number of combinations of standard elements and a constant optimization of the set of standard elements.
Description
Sistem za gradnjo plezalnih sten s pomočjo standardiziranih elementovClimbing wall construction system using standardized elements
Področje izumaFIELD OF THE INVENTION
Izum spada na področje plezalnih sten za vse discipline športnega plezanja na umetnih stenah. In sicer se izum nanaša na nov sistem za gradnjo plezalnih sten. Natančneje se izum nanaša na plezalno steno, ki se jo da izdelati, transportirati, sestaviti in spreminjati na enostaven način z omejenim številom elementov . Elementi, ki sestavljajo sistem, so izdelani na serijski način s ponovljivo in nadzorljivo kvaliteto. Sistem po izumu ponuja neomejeno svobodo pri funkcionalnem oblikovanju plezalnih površin oziroma plezalnih sten, to je praktično izdelava plezalne stene po naročilu.The invention belongs to the field of climbing walls for all disciplines of sports climbing on artificial walls. Namely, the invention relates to a new system for the construction of climbing walls. More specifically, the invention relates to a climbing wall that can be constructed, transported, assembled and modified in a simple manner with a limited number of elements. The elements that make up the system are manufactured in a serial manner with reproducible and controllable quality. The system of the invention offers unlimited freedom in the functional design of climbing surfaces or climbing walls, that is, the practical construction of a climbing wall on request.
Izum obenem pokriva tudi sistem v zmanjšanem merilu namenjenem izdelavi maket plezalnih sten, kjer si uporabnik zgradi pomanjšano maketo in na osnovi le te naroči izdelavo plezalne stene in urjenju prostorske predstave, kot miselna igra.At the same time, the invention also covers a reduced scale system intended for the manufacture of climbing wall models, where the user constructs a small scale model and, on the basis of it, orders the construction of a climbing wall and the training of a spatial performance as a mental game.
Ozadje izumaBACKGROUND OF THE INVENTION
Športno plezanje postaja množičen šport. Plezalnih sten je vedno več in zahteve uporabnikov postajajo večje obenem pa vedno bolj različne. Mnogokrat je težko doseči primeren kompromis med izgledom in uporabnostjo. Marsikdaj uporabniki že v sorazmerno kratkem času ugotovijo, da stena ne opravičuje pričakovanj, ki jih obeta izgled. Temu sledi želja po spremembi. V določenih primerih se da narediti nekaj sprememb z dodajanjem velikih oporimkov - volumnov, celovita sprememba konfiguracije stene pa je drag in zahteven postopek.Climbing is becoming a mass sport. There are more and more climbing walls and the demands of the users are becoming more and more different. Many times it is difficult to make the right compromise between appearance and usability. In many cases, users find in a relatively short period of time that the wall does not live up to the expectations it promises. This is followed by a desire to change. In some cases, some changes can be made by adding large volumes - volumes, and comprehensive changes to the wall configuration are an expensive and difficult process.
Dolgoletno ukvarjanje z zagotavljanjem pogojev za vadbo športnih plezalcev od nivoja otrok začetnikov do tekmovalcev svetovnega pokala je navrglo množico izkušenj. Prvo pomembno dejstvo je, da tisto kar izgleda dobro, ni nujno tudi uporabno. Drugo dejstvo je, da so uporabniki katerekoli postavljene konfiguracije stene sorazmerno hitro naveličani. Na ravnih površinah se za popestritev da uporabiti posebno velike oprimke imenovane volumni. Ti rešijo en problem, povzročijo pa drugega. Volumni se v splošnem na steno ne montirajo na za ta namen pripravljenih montažnih mestih ampak tam, kjer pač zahtevajo luknje na samem volumnu. Z vidika skladnosti s standardom in jasno definirane varnosti je taka rešitev lahko vprašljiva. Še večji problem so zelo razgibane konfiguracije stene. Le teh se zahtevnejši uporabniki naveličajo še hitreje, pa še prilagajanje z uporabo volumnov je težje ali celo nemogoče. Zato je potrebno konfiguracijo stene spreminjati večkrat letno, za potrebe tekmovalcev pa predvsem po potrebi trenažnega procesa.Many years of working to provide conditions for practicing sports climbers from the level of beginner children to World Cup runners has thrown a lot of experience. The first important fact is that what looks good is not necessarily useful. Another fact is that users of any set up wall configuration are fed up relatively quickly. On flat surfaces, particularly large holdings called volumes can be used to enhance. They solve one problem, but they cause another. Volumes are generally not mounted on the wall in prefabricated mounting points but where holes in the volume itself are required. In terms of standard compliance and clearly defined security, such a solution may be questionable. An even greater problem is the highly dynamic wall configurations. These more demanding users get tired more quickly, and adjusting using volumes is more difficult or even impossible. Therefore, the configuration of the wall needs to be changed several times a year, and especially for the needs of the competitors, especially when the training process is needed.
Običajno so plezalne stene narejene iz plošč iz lesa in kompozitov, ki služijo kot plezalne površine in ki so med sabo spojene na različne poznane načine, kot na primer s pomočjo vijačnih spojev in izdelanih preprostih vlečenih, valjanih ali brizganih profilov iz lesa, kovin ali kompozitov. Običajno se stene gradijo tako, da se postavi fiksna podporna konstrukcija na katero se vijačijo elementi plezalne površine iz lesa ali kompozitnih gradiv. Dodatno medsebojno spajanje elementov plezalne površine v tem primeru niti nima posebnega smisla. Ta fiksna konstrukcija je lahko prosto stoječa ali pritrjena na drugo samostojno konstrukcijo. Včasih se za gradnjo začasne nosilne konstrukcije uporabijo tudi standardni gradbeni elementi, kot na primer cevi in objemke. Taka konstrukcija sicer dobro pokaže dejanske prednosti uporabe standardiziranih elementov - nizko ceno, enostavno sestavo in enostaven ter zanesljiv izračun, vendar pa zavzame veliko prostora in ne omogoča posebne kreativnosti, oziroma je kakršno koli hitro spreminjanje oblike plezane stene oziroma plezalne površine oteženo oziroma onemogočeno.Typically, climbing walls are made of panels of wood and composites that serve as climbing surfaces and are joined together in various known ways, such as by means of screw joints and manufactured simple drawn, rolled or sprayed profiles of wood, metals or composites. . Typically, the walls are constructed in such a way that a fixed support structure is erected, on which the elements of the climbing surface of wood or composite materials are screwed. The additional interconnection of the climbing surface elements does not make much sense in this case. This fixed structure may be free-standing or attached to another freestanding structure. Occasionally, standard construction elements, such as pipes and clamps, are also used to build a temporary support structure. Such a construction well demonstrates the real advantages of using standardized elements - low cost, simple composition and simple and reliable calculation, but it takes up a lot of space and does not allow for special creativity, or any rapid change in the shape of a climbing wall or climbing surface is difficult or impossible.
Zato se je pokazala potreba po takšnem sistemu, ki bo uporabnikom omogočil cenovno ugodno in zanesljivo prilagajanje plezalnih sten trenutnim potrebam.Therefore, there is a need for such a system that will allow users to adapt the climbing walls to their current needs in a cost-effective and reliable way.
Bistvo izumaThe essence of the invention
Navedeni tehnični problem je rešen s sitemom gradnje plezalnih sten po izumu. S sistemom po izumu se standardne elemente, ki so v obliki ploskev in izdelani po standardiziranih postopkih, poveže med sabo z različnimi povezovalnimi elementi. Iz trikotnikov, štirikotnikov, petkotnikov, šestkotnikov in ostalih mnogokotnikov, to je standardnih elementov, ki imajo vsi enako dolge stranice, je možno sestaviti množico različnih teles. S sistemom po izumu se spaja poljubno število standardnih elementov, to je mnogokotnikov med seboj, s ciljem oblikovanja plezalne stene oziroma plezalne površine po željah uporabnikov. Vsak standardni element v sestavu, ki tvori plezalno steno, se spoji s povezovalnim elementom z drugim poljubnim standardnim elementom. Pogoj je, da morajo biti vsi standardni elementi po obodu enako obdelani. Za zagotavljanje natančnega ujemanja standardnih elementov iz katerih je plezalna stena sestavljena, ne glede na njihovo kombiniranje in njihov medsebojni položaj, se morajo obodi oziroma robovi, preko katerih se povezujejo standardni elementi med sabo, ujemati po dolžini, spoj med njimi pa mora zagotavljati ustrezno trdnost z možnostjo enostavne montaže in demontaže, ne glede na to pod kakšnim kotom se standardni elementi medsebojno povezujejo.This technical problem is solved by the system of construction of climbing walls according to the invention. With the system according to the invention, standard elements, which are in the form of surfaces and manufactured according to standardized procedures, are interconnected with various connecting elements. From triangles, quadrilaterals, hexagons, hexagons and other polygons, that is, standard elements that all have the same long sides, it is possible to draw a multitude of different bodies. The system according to the invention connects any number of standard elements, that is, polygons with one another, with the aim of creating a climbing wall or climbing surface according to the wishes of the users. Each standard element in the assembly forming the climbing wall is joined by a connecting element to another arbitrary standard element. The condition is that all standard elements around the perimeter must be treated equally. In order to ensure the exact match of the standard elements of which the climbing wall is composed, regardless of their combination and their position, the circumferences or edges through which the standard elements interconnect must be matched in length and the joint between them must provide adequate strength with the possibility of easy assembly and disassembly, regardless of the angle at which the standard elements are interconnected.
Teoretična razdalja med dvema nasprotnima ogljiščema med sabo povezanih standardnih elementov mora biti enaka teoretični dolžini robov preko katerih se povezujeta standardna elementa med sabo. Izraz teoretična razdalja in teoretična dolžina se nanaša na razdaljo oziroma dolžino, ki bi obstajali, če se oboda standardnih elementov ne bi dodatno obdelalo. Če teoretična dolžina obeh robov preko katerih se povezujeta standardna elementa med sabo ni enaka, seveda v okviru dopustnih toleranc, teoretični razdalji med obema ogljiščema dotičnega spoja, se pojavi napaka. Seštevanje napak izven toleranc pri velikih sestavih, to je pri velikih plezalnih stenah oz. plezalnih površinah neizbežno pomeni, da sestava ni mogoče dograditi do konca.The theoretical distance between two opposing charcoal joints of interconnected standard elements must be equal to the theoretical length of the edges over which the standard elements interconnect. The term theoretical distance and theoretical length refers to the distance or length that would exist if the circumference of the standard elements were not further processed. If the theoretical length of the two edges over which the standard elements are connected is not equal, of course, within the tolerances allowed, the theoretical distance between the two charcoals of the joint in question, an error occurs. Summation of faults outside the tolerances for large assemblies, that is, for large climbing walls or. climbing surfaces inevitably mean that the composition cannot be completed completely.
Povezovalni elementi so lahko različni, kot na primer kotni elementi, tečajni spoj ali prepogiben spoj. Na ta način je omogočeno neomejeno število kombinacij standardnih elementov in stalno optimiranje nabora standardnih elementov.The connecting elements may be different, such as angular elements, hinge joints or folding joints. This allows for an unlimited number of combinations of standard elements and continuous optimization of the set of standard elements.
Izum bo podrobneje predstavljen v izvedbenih primerih in na slikah.The invention will be presented in more detail in embodiments and in the drawings.
Slika 1 predstavlja prerez spoja dveh standardnih ploščatih elementov s pomočjo kotnega povezovalnega elementa.Figure 1 is a cross-sectional view of the joint of two standard flat elements by means of an angular connecting element.
Slika 2 predstavlja prerez spoja dveh standardnih ploščatih elementov s poudarkom na oblikovanju oboda elementov s ciljem zagotavljanja toleranc.Figure 2 is a cross-sectional view of the joint of two standard flat elements with an emphasis on forming the circumference of the elements in order to provide tolerances.
Slika 3 predstavlja parametre pomembne za izračun položaja lukenj na kotnem povezovalnem elementuFigure 3 presents the parameters important for calculating the position of holes on an angular connecting element
Slika 4 predstavlja prerez tečajnega spoja.Figure 4 is a cross-sectional view of the hinge joint.
Slika 5 predstavlja prerez prepogibnega spoja.Figure 5 is a cross-sectional view of the folding joint.
Za lažje razumevanje si predstavljajmo, da imajo standardni elementi debelino nič. Tak element z debelino nič poimenujmo projektni standardni element. V tem primeru ima vsak projektni standardni element le toliko robov, kot ima kotov. Projektni standardni elementi se lahko med seboj spajajo le v primeru, da se dolžni stičnih robov obeh elementov natančno ujemata. To pomeni, da se natančno pokrijeta tudi obe ogljišči na stičnem robu.For ease of understanding, imagine that standard elements have a thickness of zero. We call such a zero-thickness element the design standard element. In this case, each design standard element has only as many edges as there are angles. The design standard elements can only be joined together if the joint edges of the two elements coincide exactly. This means that both coals at the junction edge are covered exactly.
Realno pa imajo standardni elementi, ki jih povezujemo med sabo, določeno debelino. Če hočemo standardne elemente med seboj povezovati pod različnimi koti, morajo imeti na stikih lastnost projektnega standardnega elementa - torej debelino nič. Da bo imel standardni element na stikih lastnost projektega standardnega elementa, je potrebno standardni element po vsem obodu posneti pod kotom prednostno med 30 in 40 stopinj glede na projektni standardni element. Zaradi posnetja se standardnih elementov ne more spajati pod poljubnim kotom kot lahko to delamo s projektnimi standardnimi elementi, ampak kot posnetja določa možne kote spajanja.In reality, however, the standard elements that we associate with each other have a certain thickness. If the standard elements are to be interconnected at different angles, the contacts must have the property of the project standard element - that is, a thickness of zero. In order for the standard element on the contacts to have the character of the project standard element, the standard element throughout the circumference must be shot at an angle of preferably between 30 and 40 degrees with respect to the project standard element. Due to the recording, the standard elements cannot be joined at any angle, as we can do with the project standard elements, but determines the possible angles of the joining angle.
Projektna standardna elementa 2, ki sta v predstavljenem prerezu na sliki 1 zaradi debeline nič vidna le kot premici, se stikata v točki, ki dejansko predstavlja rob 1, v katerem se stikata dva enako dolga robova dveh projektnih standardnih elementov 2. Ker v realnosti ne moremo delati z elementi debeline nič, je treba najti rešitev tudi za standardne elemente 5, 6 z določeno debelino. Standardna elementa 5, 6 oziroma njuna oboda 3 sta v prerezu predstavljena kot ploskvi. Obod 3 standardnega elementa 5, 6 je potrebno obdelati, da doseže funkcionalnost projektnega standardnega elementa. Zato se standardna elementa 5,6 po obodu 3 pod kotom posname, tako da se dobi čim bolj oster rob na mestu roba 1 projektnega standardnega elementa 2. Na ta način je obod 3 definiran z dvema posnetima ploskvama 3a, ki se stikata v robu 1. Ti dve ploskvi 3a sta proti projektnemu standardnemu elementu 2 nagnjeni pod kotom a, ki je prednostno med 30 in 40 stopinj. Čim manjši je ta kot, tem večje je območje kotov pod katerimi se lahko medsebojno spajajo standardni elementi 5, 6. Obod 3 obeh standardnih elementov 5,6 je lahko posnet simetrično ali pa nesimetrično, pri čemer je posnetje prednostno izvedeno tako, da je razdalja povezovalnega elementa 4 od projektnega standardnega elementa 2 čim manjša, prednostno med 1 in 5 mm. Velika razdalja med povezovalnim elementom 4 in projektnim standardnim elementom 2 povzroči težave pri postavitvi lukenj za montažo na povezovalnem elementu 4. Premajhna razdalja pomeni preveč občutljiv rob 1 standardnega elementa 5, 6.The design standard elements 2, which in the presented cross section in Figure 1, due to the thickness are only visible as lines, are interconnected at the point that actually represents the edge 1, at which two equally long edges of the two project standard elements interconnect. we can work with zero thickness elements, we also need to find a solution for standard elements 5, 6 with a certain thickness. The standard elements 5, 6 or their circumference 3 are shown in cross-section as planes. The circumference 3 of the standard element 5, 6 must be machined to achieve the functionality of the design standard element. Therefore, the standard elements 5.6 are circumferentially angled at the circumference 3, so that the sharpest edge is obtained at the edge edge 1 of the project standard element 2. In this way, the circumference 3 is defined by two tapered surfaces 3a that contact at the edge 1 These two surfaces 3a are inclined at an angle a, preferably between 30 and 40 degrees, against project standard element 2. The smaller the angle, the greater the range of angles at which the standard elements 5, 6 can be joined. The circumference 3 of both standard elements 5,6 may be recorded symmetrically or asymmetrically, the recording being preferably carried out such that the distance is of connecting element 4 from design standard element 2 as small as possible, preferably between 1 and 5 mm. The large distance between the connecting element 4 and the project standard element 2 causes problems for the installation holes to be mounted on the connecting element 4. Too small a distance means too delicate edge 1 of the standard element 5, 6.
V primeru, da je obod 3 standardnega elementa 5,6 po vsem obodu 3 posnet pod kotom 35 stopinj, pri čemer je posnetje na obeh straneh je prednostno enako, je minimalni možni spojni kot 70 stopinj, maksimalni pa 290 stopinj.If the circumference 3 of the standard element 5.6 is circumscribed at an angle of 35 degrees throughout the circumference 3, and the recording on both sides is preferably the same, the minimum joint angle is 70 degrees and the maximum is 290 degrees.
Teži se torej k čim manjšemu kotu, omejitev pa predstavlja trdnost tako nastalega robu 1, ki je pretanek in s tem preveč občutljiv. Zaradi tega se tako nastali rob 1 še dodatno posname, prednostno za lmm, kot je prikazano na sliki 2. Če se obe posneti ploskvi 3a stikata v robu 1, je obod 3 standardnega elementa 5,6 zelo občutljiv pa tudi nevarno oster. Drugi problem nastane zaradi potrebnih toleranc pri sestavi. V izogib navedenim težavam se standardni element 5, 6 dodatno posname oziroma zmanjša, in sicer tako, da se rob 1 dodatno posname oziroma odbrusi, tako da se na obodu 3 med ploskvama 3a formira dodatna ploskev 3b. Obod 3 je tako definiran s ploskvama 3a in ploskvijo 3b. Med obema standardnima elementoma 5, 6 v spoju tako nastane ozka špranja, ki se nahaja med ploskvijo 3b elementa 5 in ploskvijo 3b elementa 6 in ki predstavlja tolerančno območje za sestavo. Tolerančno območje je nujno potrebno pri sestavljanju plezalne stene oziroma povezovanju standardnih elementov med sabo.It tends to be as small as possible, but the limitation is the strength of the resulting edge 1, which is too thin and therefore too sensitive. As a result, the resulting edge 1 is further recorded, preferably by lmm, as shown in Figure 2. If the two recorded surfaces 3a are contacted at edge 1, the circumference 3 of the standard element 5.6 is very sensitive and dangerously sharp. The second problem arises because of the necessary tolerances in the composition. To avoid these problems, the standard element 5, 6 is further taped or reduced by edging or brushing the edge 1 so that an additional surface 3b is formed at the circumference 3 between surfaces 3a. The circumference 3 is thus defined by surfaces 3a and surface 3b. A narrow gap is formed between the two standard elements 5, 6 in the joint, which is located between the surface 3b of the element 5 and the surface 3b of the element 6 and which represents the tolerance area for the assembly. A tolerance area is essential when assembling a climbing wall or connecting standard elements with one another.
Standardni element je zaradi tega po celem obodu za prednostno 1 mm manjši od projektnega standardnega elementa. Če vzamemo, da je projekni standardni element kvadrat s stranico 100 mm, je standarni element kvadrat s stranico prednostno dolgo 98 mm.As a result, the standard element is preferably 1 mm smaller than the design standard throughout the circumference. Assuming that the design standard element is a square with a side of 100 mm, the standard element is a square with the side preferably 98 mm long.
Vse ploskve na obodu vseh standardnih elementov so obdelane na enak način.All the contours of the perimeter of all standard elements are treated in the same way.
Povezovalni elementi so kotni vezni profili, prilagojenimi dejanskemu kotu med standardnima elementoma in s tem položaju montažnih lukenj. Za različne kote so potrebni različni kotni vezni profili, kar sicer povečuje število povezovalnih elementov, vendar ta način povezovanja prinaša očitne prednosti na področju varnosti. Ti kotni vezni profili so tako močni, da vsak zase prenaša maksimalno testno obremenitev do 20 kN. Obenem služijo kot pomoč pri samonosnosti manjših plezalnih sten ali odsekov plezalnih sten brez varovalnih točk. Preko teh kotnih veznih profilov je plezalna stena pritrjena na stavbo ali na drugo nosilno konstrukcijo. Na te kotne vezne profile so pritrjene tudi varovalne točke. V eni varovalni liniji so preko teh kotnih veznih profilov vse varovalne točke med seboj povezane in tako ob morebitni odpovedi ene varovalne točke obremenitev prevzameta sosednji točki.The connecting elements are angular connecting profiles, adapted to the actual angle between the standard elements and thus the position of the mounting holes. Different angles require different angular binding profiles, which, in turn, increases the number of connecting elements, but this method of connection brings clear safety advantages. These angular link profiles are so powerful that each carries a maximum test load of up to 20 kN. At the same time, they serve to support the self-supporting of smaller climbing walls or sections of climbing walls without points of protection. Through these angular connecting profiles, the climbing wall is secured to the building or other supporting structure. Secure points are also attached to these corner connection profiles. In one safety line, through these angular connection profiles, all the safety points are interconnected, so that, at the event of failure of one security point, the load is taken over by the neighboring points.
Pritrditev kotnih veznih profilov 4 in standardnih elementov 5, 6 je izvedena preko lukenj, ki so formirane tako na kotnem veznem profilu 4 kot na standardnem elementu 5, 6. Pritrditev je izvedena na različne stokovnjakom poznane načine, prednostno preko vijačne zveze.The attachment of the corner connection profiles 4 and standard elements 5, 6 is carried out through holes formed on both the angular connecting profile 4 and the standard element 5, 6. The attachment is carried out in various known ways to the expert, preferably through a screw connection.
Na sliki 3 so predstavljeni parametri pomembni za izračun položaja lukenj na kotnem veznem profilu. Luknje 9 za montažo plezalne stene oziroma za povezovanje standardnih elementov 5,6 na kotni vezni profil 4 so na standardnih elementih 5, 6 vedno enako oddaljene od robu 1, ki dejansko predstavlja daljico oziroma rob, v katerem se stikata dva enako dolga robova dveh projektnih standardnih elementovIn Figure 3, the parameters presented are important for calculating the position of holes in the angular profile. Holes 9 for mounting a climbing wall, or for connecting standard elements 5.6 to an angular connection profile 4, are at regular intervals 5 and 6 at the standard elements 5, 6, which actually represents a line or an edge in which two equally long edges of two project lines are connected standard elements
2. Spreminja pa se položaj lukenj 9 na kotnih veznih profilih 4 in sicer je položaj lukenj 9 odvisen od kota 10 pod katerim se spajata oziroma povezujeta dva standardna elementa 5,6 med sabo in od oddaljenosti kotnega veznega profila 4 od projektnega standardnega elementa 2.2. However, the position of the holes 9 on the corner connection profiles 4 changes, and the position of the holes 9 depends on the angle 10 at which two standard elements 5,6 interconnect or connect with each other and on the distance of the corner connection profile 4 from the project standard element 2.
Razdalja središča luknje 9 od vrha 8 kotnega veznega profila 4 se spreminja po formuliThe distance of the center of the hole 9 from the top 8 of the angular binding profile 4 varies by the formula
LR=L-RAZ χ TAN ((90-KOT/2)/360 χ 2PI)) kjer je:LR = L-RA χ TAN ((90-KOT / 2) / 360 χ 2PI) where:
LR - realna razdalja središča luknje 9 od vrha 8 kotnega veznega profila 4LR - the real distance of the center of hole 9 from the top 8 of the corner connection profile 4
L - razdalja središča luknje 9 od roba 1L - distance of center of hole 9 from edge 1
RAZ - oddaljenost kotnega veznega profila 4 od projektne ravnine 2RAZ - distance of the corner connection profile 4 from the design plane 2
KOT - kot 10 med obema ploskvama v ločnih stopinjahAS - the angle of 10 between the two surfaces in separate degrees
Možni so tudi drugi načini povezovanja standardnih ploščatih elementov med sabo. Ena od oblik povezovalnega elementa je tečajni spoj z vrtiščem v skupnem povezovalnem robu dveh sosednjih standardnih elementov plezalne površine kot je prikazano na sliki 4. Tečajni spoj je izveden iz dveh delov 14, 15 pri čemer je vsak del na različne strokovnajku pozane reštve pritrjen na standarden element 5, 6, kot na primer v obliki črke L kot je prikazano na sliki. Projektna standardna elementa 2 se sekata v premici 16, ki predstavlja os 17 tečajnega spoja, s katerim sta povezana standardna elementa 5,6. V tem primeru se projektni standardni element 2 prednostno nahaja v sredini standardnega elementa 5,6.Other ways of connecting standard flat elements to each other are also possible. One form of connecting element is a hinged joint with a pivot in the common connecting edge of two adjacent standard elements of the climbing surface as shown in Figure 4. The hinged joint is made of two parts 14, 15, each part being fixed to a standard by a skilled solver. element 5, 6, such as in the form of an L as shown in the figure. Design standard elements 2 intersect in line 16, which represents the axis 17 of the hinge joint with which the standard elements 5,6 are connected. In this case, project standard element 2 is preferably located in the middle of standard element 5.6.
Izpeljanka tečajnega spoja je prepogiben spoj iz ustreznega kovinskega, polimernega ali kompozitnega materiala z območjem deformacije v skupnem povezovalnem robu dveh sosednjih standardnih elementov plezalne površine kot je prikazano na sliki 5. Hiter razvoj materialov daje tej rešitvi velik potencial predvsem na stikih, ki ne prenašajo velikih obremenitev.The hinge joint derivative is a folding joint of suitable metal, polymer or composite material with a deformation zone in the joint connecting edge of two adjacent standard climbing surface elements as shown in Figure 5. Rapid material development gives this solution great potential especially at non-large contacts load.
Spoj med standardnimi elementi 5,6 in prepogibnim spojem 12 je izveden na različne stokovnjaku poznane rešitve, kot na primer v obliki črke L kot je prikazano na sliki 5. Projektna standardna elementa 2 se sekata v točki oziroma premici, ki predstavlja skupni povezovalni rob 13. Debelina dl prepogibnega • · spoja 12, ki je enaka debelini standardnih elementov 5, 6, ki se povezujeta, se z obeh strani zvezno tanjša proti skupnemu povezovalnemu robu 13 do debeline d2. Razmerje med debelinama d2:dl je v območju med 1:2 do 1:4, zato da je še zagotovljena potrebna trdnost spoja.The joint between standard elements 5.6 and the folding joint 12 is made to various expert-known solutions, such as in the form of an L as shown in Figure 5. The design standard elements 2 intersect at a point or line representing the common connecting edge 13 .The thickness of the dl of the bending joint · 12, which is equal to the thickness of the standard connecting elements 5, 6, is continually thinner on both sides towards the common connecting edge 13 to a thickness d2. The ratio of thicknesses d2: dl is in the range of 1: 2 to 1: 4, in order to ensure the necessary joint strength.
Zaradi stanjšanega preseka prepogibnega spoja 12 v povezovalnem robu 13, je omogočena elastična ali plastična deformacija prepogibnega spoja 12, s čimer je omogočeno doseganje poljubnega kota pod katerim se povezujeta oba ploščata elementa 5, 6. V tem primeru se projektni standardni element 2 prednostno nahaja v sredini standardnega elementa 5, 6.Due to the reduced cross-section of the folding joint 12 in the connecting edge 13, elastic or plastic deformation of the folding joint 12 is enabled, thus allowing any angle to be reached at which the two flat elements 5, 6 are connected. In this case, the project standard element 2 is preferably located in in the middle of the standard element 5, 6.
S trdnostnega vidika sta tečajni in pregibni spoj bistveno slabša od spoja s kotnim povezovalnim elementom. Z njima je možno povezati le omejeno število elementov v sestavu.From a strength point of view, the hinge and the bending joint are significantly worse than the joint with the angular connecting element. Only a limited number of elements in the assembly can be associated with them.
V praksi so možni tudi drugi načini povezovanja, ki pa ne omejujejo bistva izuma.In practice, other methods of integration are possible but do not limit the essence of the invention.
Claims (10)
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SI201400128A SI24679A (en) | 2014-03-31 | 2014-03-31 | System for construction of climbing walls with standardised elements |
| EP15000846.4A EP2926873A1 (en) | 2014-03-31 | 2015-03-23 | A system for erecting climbing walls by means of standardized elements |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SI201400128A SI24679A (en) | 2014-03-31 | 2014-03-31 | System for construction of climbing walls with standardised elements |
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| SI24679A true SI24679A (en) | 2015-10-30 |
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| SI201400128A SI24679A (en) | 2014-03-31 | 2014-03-31 | System for construction of climbing walls with standardised elements |
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| EP (1) | EP2926873A1 (en) |
| SI (1) | SI24679A (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10669717B2 (en) | 2017-07-25 | 2020-06-02 | Everlast Climbing Industries, Inc. | Climbing wall assemblies |
| JP7163071B2 (en) * | 2018-05-31 | 2022-10-31 | 株式会社Carpediem | bouldering wall |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2539635A1 (en) * | 1983-01-26 | 1984-07-27 | Therrat Michel | Lightweight, movable climbing structure which can be developed and has variable holds |
| FR2607018B1 (en) * | 1986-11-20 | 1991-01-18 | Olive Thierry | ARTIFICIAL CLIMBING STRUCTURE WITH VARIABLE GEOMETRY |
| FR2623091B1 (en) * | 1987-11-13 | 1990-08-31 | Olive Thierry | CLIMBING WALL WITH VARIABLE GEOMETRY |
| DE3904722A1 (en) * | 1989-02-16 | 1990-08-23 | Michael Hoffmann | Construction system for climbing installations |
| EP0893638B1 (en) * | 1997-07-25 | 2003-02-05 | Licatec GmbH Licht- und Kabelführungssysteme | Rigid, Angular profile for laying tubes and pipes |
| US20120046146A1 (en) * | 2010-07-30 | 2012-02-23 | Chris Roberts | Novel Climbing Wall |
| DE202010011021U1 (en) * | 2010-08-03 | 2011-11-16 | Sport-Thieme Gmbh | Component for mounting climbing walls |
-
2014
- 2014-03-31 SI SI201400128A patent/SI24679A/en not_active IP Right Cessation
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- 2015-03-23 EP EP15000846.4A patent/EP2926873A1/en not_active Withdrawn
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| EP2926873A1 (en) | 2015-10-07 |
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