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HRP20211747T1 - Building structure of pre-cast monolithic walls and interfloor slabs - Google Patents

Building structure of pre-cast monolithic walls and interfloor slabs Download PDF

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Publication number
HRP20211747T1
HRP20211747T1 HRP20211747TT HRP20211747T HRP20211747T1 HR P20211747 T1 HRP20211747 T1 HR P20211747T1 HR P20211747T T HRP20211747T T HR P20211747TT HR P20211747 T HRP20211747 T HR P20211747T HR P20211747 T1 HRP20211747 T1 HR P20211747T1
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HR
Croatia
Prior art keywords
transverse
channels
longitudinal
concrete
channel
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Application number
HRP20211747TT
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Croatian (hr)
Inventor
Milan Kekanovic
Original Assignee
Milan Kekanovic
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Application filed by Milan Kekanovic filed Critical Milan Kekanovic
Publication of HRP20211747T1 publication Critical patent/HRP20211747T1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
    • E04B5/19—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/24—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
    • E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
    • E04B5/21—Cross-ribbed floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Building Environments (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Bridges Or Land Bridges (AREA)
  • Panels For Use In Building Construction (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (5)

1. Građevinska konstrukcija izrađena od prefabriciranih monolitnih zidova i međukatnih ploča, pri čemu se međukatne ploče sastoje od bloka ekspandiranog polistirena koji je izrezanog CNC strojem sa užarenom žicom kako bi se formirao element od stiropora (1) koji ima tri uzdužna kanala ( 2) i tri poprečna kanala (3), a na krajevima se nalazi isti poprečni kanal (3) samo podijeljen na dva dijela, pri čemu su uzdužni kanali (2) konusni u svom donjem dijelu uz dno kanala s dvije prve donje suprotne strane (4) postavljene tako da tvori oštar kut od 65° u odnosu na dno (5) uzdužnog kanala, pri čemu središnji dio uzdužnog kanala (2) ima dvije okomite suprotne strane (6) od koje se nastavljaju dvije prve gornje suprotne stranice (7) nagnute prema uzdužnom kanalu (2) do gornje kote i definiraju veliko područje (8) i manje područje (9) između uzdužnih kanala (2) i poprečnih kanala (3), pri čemu poprečni kanali (3) se sijeku s uzdužnim kanalima (2) i imaju dno (10) čija je visina jednaka visini dna (5) uzdužnog kanala (2), pri čemu su poprečni kanali (3) između uzdužnih kanala (2) također konusni u svom donjem dijelu uz njegovo dno (10) pri čemu su druge donje suprotne strane (11) pod oštrim kutom od 65° u odnosu na dno (10) poprečnog kanala, pri čemu središnji dio poprečnog kanala (3) ima dvije okomite suprotne strane (12) s kojih se nastavljaju dvije druge gornje suprotne strane (13) nagnute prema poprečnom kanalu do gornje kote i do većeg područja (8) i na manjeg područja (9) između uzdužnih kanala (2) i poprečnih kanala (3), pri čemu poprečni kanali (3) na svojim krajevima imaju tanke i 5 cm visoke okomite stijenke (14,15) koje sprječavaju istjecanje betona da u prvoj fazi punjenja oblikovanog stiropora (1) betonom, pri čemu oblikovani stiroporni element (1) ima potpuno donju ravnu površinu (16) i minimalnu debljinu od 5 cm na najtanjem dijelu gdje se nalaze uzdužni kanali (2) i poprečni kanali (3), tako da u smjeru uzdužnih kanala (2) na vanjskim stranama oblikovanog stiropora (1), se nalaze vertikalne površine (17) koje su postavljene između poprečnih kanala (3).1. A building structure made of prefabricated monolithic walls and mezzanine panels, where the mezzanine panels consist of a block of expanded polystyrene that was cut with a CNC machine with a glowing wire to form a styrofoam element (1) that has three longitudinal channels (2) and three transverse channels (3), and at the ends there is the same transverse channel (3) only divided into two parts, whereby the longitudinal channels (2) are conical in their lower part along the bottom of the channel with the two first lower opposite sides (4) placed so that it forms a sharp angle of 65° in relation to the bottom (5) of the longitudinal channel, whereby the central part of the longitudinal channel (2) has two vertical opposite sides (6) from which the two first upper opposite sides (7) inclined towards the longitudinal continue channel (2) to the upper elevation and define a large area (8) and a smaller area (9) between the longitudinal channels (2) and the transverse channels (3), whereby the transverse channels (3) intersect with the longitudinal channels (2) and have the bottom (10) whose height is equal to the height d on (5) of the longitudinal channel (2), whereby the transverse channels (3) between the longitudinal channels (2) are also conical in their lower part along its bottom (10), whereby the other lower opposite sides (11) are at an acute angle from 65° in relation to the bottom (10) of the transverse channel, whereby the central part of the transverse channel (3) has two vertical opposite sides (12) from which two other upper opposite sides (13) inclined towards the transverse channel continue to the upper elevation and to in a larger area (8) and in a smaller area (9) between the longitudinal channels (2) and the transverse channels (3), whereby the transverse channels (3) have thin and 5 cm high vertical walls (14,15) at their ends that prevent concrete flow that in the first stage of filling the molded styrofoam (1) with concrete, the molded styrofoam element (1) has a completely flat lower surface (16) and a minimum thickness of 5 cm at the thinnest part where the longitudinal channels (2) and transverse channels are located (3), so that in the direction of the longitudinal channels (2) on the outer sides of the molded stir support (1), there are vertical surfaces (17) that are placed between the transverse channels (3). 2. Građevinska konstrukcija sukladno patentnom zahtjevu 1, naznačena time, da se unutar uzdužnih kanala (2) pored njenog dna (5) između nagnutih prvih donjih nasuprotnih strana (4) nalazi metalni odstojnici i držači za armaturu (18) od čeličnog lima debljine 1,5 mm koji na suprotnim stranama ima donje plohe (19) naslonjene na dno (5) uzdužnog kanala (3), pri čemu dijelovi donjih površina (19) odstojnika i držača armature (18) se savijaju pod tupim kutom od 115° u odnosu na donju površinu (19) da tvore dvije suprotne nagnute unutrašnje površine (20) koje su međusobno povezane ravnim spojnim dijelom (21) lima koji na svom središnjem dijelu, a između nasuprotnih nagnutih unutrašnjih površina (20), ima obrađeno udubljenje (22) koji povećava krutost lima (21), pri čemu su daljnji dijelovi donjih površina (19) odstojnika i držača armature (18) nagnuti pod oštrim kutom od 65° da tvore dvije suprotno postavljene nagnute vanjske strane (23) koje prate nagib (4) uzdužnog kanala (2) unutar kojeg je postavljen odstojnik i držač armature (18), pri čemu se nagnute nasuprotne vanjske strane (23) nastavljaju u vodoravne površine (24) koje se dijele na jednu ravnu gornju vodoravnu površinu (25) i jedan vertikalni doljni dio (26), pri čemu se u odstojnike i držače armature (18) umeće armaturna čelična rešetka (27) koja je pojačana i vrši pritisak na suprotne dijelove (26) odstojnika i držača armature (18) koji pomoću ravnih vodoravnih površina (25) i nagnutih dijelova (26) sprečavaju klizanje armaturne čelične rešetke (27), pri čemu se na ravni spojni dio (21) odstojnika i držača armature (18) postavlja dodatna armatura (28) u obliku ravnih čeličnih šipki.2. Building construction in accordance with patent claim 1, characterized by the fact that inside the longitudinal channels (2) next to its bottom (5) between the inclined first lower opposite sides (4) there are metal spacers and holders for reinforcement (18) made of steel sheet with a thickness of 1 .5 mm, which on the opposite sides has lower surfaces (19) resting on the bottom (5) of the longitudinal channel (3), whereby parts of the lower surfaces (19) of the spacer and the armature holder (18) are bent at an obtuse angle of 115° in relation on the lower surface (19) to form two opposite inclined internal surfaces (20) which are connected to each other by a flat connecting part (21) of the sheet which has a machined recess (22) in its central part, between the opposite inclined internal surfaces (20) increases the rigidity of the sheet (21), whereby further parts of the lower surfaces (19) of the spacer and the armature holder (18) are inclined at an acute angle of 65° to form two oppositely placed inclined outer sides (23) that follow the slope (4) of the longitudinal channel (2) within which spacer and armature holder (18) are placed, whereby the inclined opposite outer sides (23) continue into horizontal surfaces (24) which are divided into one flat upper horizontal surface (25) and one vertical lower part (26), whereby a reinforcing steel grid (27) is inserted into the spacers and reinforcement holders (18), which is reinforced and exerts pressure on the opposite parts (26) of the spacers and reinforcement holders (18), which by means of flat horizontal surfaces (25) and inclined parts (26) prevent sliding of the reinforcing steel grid (27), whereby additional reinforcement (28) in the form of flat steel bars is placed on the flat connecting part (21) of the spacer and the reinforcement holder (18). 3. Građevinska konstrukcija sukladno patentnom zahtjevu 2, naznačena time, da se sastoji od 1 m široke polumontažne međukatne trokanalne grede (30) koje su postavljene jedna do druge na nosače s čeličnim gredama (31), pri čemu se polumontažna međukatna trokanalna greda (30) sastoji od niza navedenih oblikovanih elemenata od stiropora (1) raspoređenih jedan iza drugoga pri čemu uzdužni kanali (2) odgovaraju tako da tvore uzdužni kanal čija dužina, kada je potrebno, može biti veća i nakon što su u njega postavljeni držači armature (18) koji drže armaturne čelične rešetke (27) i, po potrebi, dodatnu armaturu (28) u obliku ravnih čeličnih šipki, pri čemu svaka trokanalna greda (30) ima tri uzdužna kanala (2) i poprečne kanale (3) na aksijalnom razmaku od 50 cm, pri čemu je unutar poprečnih kanala (3) postavljena poprečna armatura (29) cijelom širinom trokanalne grede (30), pri čemu se uzdužni kanali (2) ) i poprečni kanali (3) ispune betonom do visine tako da se poprečna čelična šipka (29) obloži betonom u sloju debljine 5 mm, što daje, kada beton postane čvrst u poprečnim kanalima (3) i uzdužni kanali (2), potpuno mobilnu i prijenosnu polumontažnu međukatnu trokanalnu gredu širine 1 m (30) i dužine koja varira ovisno o zahtjevima građevinske konstrukcije, pri čemu nakon raspoređivanja trokanalnih greda (30), jedne do druge, preko njih se postavlja dodatna armaturna čelična mreža (32), nakon čega se sve betonira betonom i podužni kanali (2) i poprečni kanali (3) a nakon toga i sloj betona debljina 5 do 6 cm po cijeloj površini, tako da se prilikom učvršćivanja betona tvori monolitna kasetirana armiranobetonska ploča (37) s oblikovanim stiropornim elementima (1).3. Building construction in accordance with patent claim 2, characterized by the fact that it consists of 1 m wide semi-prefabricated mezzanine three-channel beams (30) which are placed next to each other on supports with steel beams (31), whereby the semi-prefabricated mezzanine three-channel beam (30 ) consists of a series of the above shaped elements made of styrofoam (1) arranged one behind the other, while the longitudinal channels (2) correspond to form a longitudinal channel, the length of which, when necessary, can be longer even after the reinforcement holders (18) have been placed in it ) that hold reinforcing steel bars (27) and, if necessary, additional reinforcement (28) in the form of flat steel bars, whereby each three-channel beam (30) has three longitudinal channels (2) and transverse channels (3) at an axial distance of 50 cm, where the transverse reinforcement (29) is placed inside the transverse channels (3) across the entire width of the three-channel beam (30), whereby the longitudinal channels (2) and transverse channels (3) are filled with concrete up to the height so that the transverse steel rod (29) cover with concrete in a layer 5 mm thick, which gives, when the concrete becomes solid in the transverse channels (3) and longitudinal channels (2), a fully mobile and portable semi-prefabricated mezzanine three-channel beam with a width of 1 m (30) and a length that varies depending on the requirements of the construction construction, where after arranging the three-channel beams (30), one next to the other, an additional reinforcing steel mesh (32) is placed over them, after which everything is concreted with concrete, including the longitudinal channels (2) and the transverse channels (3), and then a layer of concrete 5 to 6 cm thick over the entire surface, so that when the concrete is solidified, a monolithic reinforced concrete panel (37) with molded polystyrene elements (1) is formed. 4. Građevinska konstrukcija sukladno patentnom zahtjevu 2 ili 3, naznačena time, da su navedeni oblikovani stiropornim elementima (1) postavljeni uzdužno, jedan iza drugog, ali i poprečno jedan do drugog, najmanje dva ili više, tvoreći tako prijenosnu montažnu monolitnu kasetiranu ploču (33) koja se svojim rubovima naslanja na podupirače s zaštitnom gredom (31) uz zidove, pri čemu se gotova monolitna kasetirana ploča (33) sastoji od uzdužne potporne čelične rešetke ( 27) i dodatne armaturne čelične šipke (28) na odstojnicima i držačima armature (18), pri čemu je u poprečnim kanalima (3) postavljena donja čelična šipka (34) ispod armaturnih čeličnih rešetki (27) i gornja čelična šipka (35) postavlja se na armaturne čelične rešetke (27) okomito, pri čemu se krajevi donje i gornje čelične šipke (34, 35) naginju i preklapaju u prostoru izvan oblikovanih elemenata od stiropora (1), pri čemu izrađena montažno monolitna kasetirana ploča (33) je betonirana do tri četvrtine visine uzdužnih kanala (2) i poprečnih kanala (3), pri čemu se pri montaži na gradilištu u izgradnji postavlja dodatna armaturna mreža (32), po cijeloj površini montažno monolitne kasetirane ploče (33), preko vodoravne serklaža na zidovima i preko dodatne armature (36) u spojnom rebru između dvije ploče, pri čemu se vrši betoniranje preostalih dijelova uzdužnih kanala (2) i poprečnih kanala (3) za stvaranje betonske ploče debljine od 5 do 6 cm preko prefabricirane montažno monolitne kasetirane ploče (33), čime se dobije gotova kasetirana armiranobetonska ploča (37) s oblikovanim elementima od stiropora (1).4. Building construction in accordance with patent claim 2 or 3, indicated by the fact that the said shaped polystyrene elements (1) are placed longitudinally, one behind the other, but also transversely next to each other, at least two or more, thus forming a portable prefabricated monolithic cassette panel ( 33) which rests with its edges on supports with a protective beam (31) next to the walls, whereby the finished monolithic cassette panel (33) consists of a longitudinal supporting steel grid (27) and an additional reinforcing steel bar (28) on spacers and reinforcement holders (18), where the lower steel bar (34) is placed in the transverse channels (3) under the reinforcing steel bars (27) and the upper steel bar (35) is placed on the reinforcing steel bars (27) vertically, with the ends of the lower and the upper steel rods (34, 35) tilt and overlap in the space outside the molded polystyrene elements (1), whereby the prefabricated monolithic cassette panel (33) is concreted up to three quarters of the height of the longitudinal channels la (2) and transverse channels (3), whereby during assembly on the construction site, an additional reinforcing mesh (32) is placed over the entire surface of the pre-assembled monolithic cassette panel (33), over the horizontal cerclage on the walls and over the additional reinforcement (36 ) in the connecting rib between the two plates, during which the remaining parts of the longitudinal channels (2) and transverse channels (3) are concreted to create a concrete plate with a thickness of 5 to 6 cm over the prefabricated prefabricated monolithic cassette plate (33), which results in a finished cassette reinforced concrete slab (37) with shaped elements made of styrofoam (1). 5. Građevinska konstrukcija sukladno patentnim zahtjevima 1, 2, 3 i 4, naznačena time, da se sastoji od izolacijskih građevinskih blokova (38) od lakog betona, od kojih svaki ima dvije debele uzdužne okomite prizmatične stijenke (39) i tri poprečna niža zida (40, 41, 42), pri čemu prvi poprečni zid (40) ima udubljenje u koje ulazi zub slijedećeg zidanog bloka izolacijske oplate, pri čemu treći poprečni okomiti zid (41), koji je završni, ima zub koji ulazi u udubljenje prvog poprečnog zida (40) susjednog bloka i pri čemu je središnji poprečni okomiti zid (42) dvostruko deblji od završnih, tako da pri izgradnji zidova tvori odgovarajuće vertikalne šupljine (43) od blokova, pri čemu su poprečni zidovi (40, 41, 42) za 25% niži od visine uzdužnih zidova (39) tako da se u uzdužnom smjeru blokova tvori vodoravni kanal (44) koji je ojačan vodoravnim čeličnim šipkama (45) postavljenim u te kanale, pri čemu kod izrade, blokovi tvore zidni montažni panel (46), pri čemu je unutar svake druge okomite šupljine (43) postavljena okomita armatura (47) u obliku šipki u obliku slova "U" kao sidro za hvatanje montažnog zida na objektu u izgradnji, pri čemu se unutar vertikalnih šupljina (43) zidne ploče bez pojačanja (47) postavlja fleksibilno vodootporno platneno crijevo (48) gumirano iznutra i na svom gornjem dijelu prilijepljeno na metalni pravokutni vijak ventilska ploča koja se može spojiti na crijevo sa zrakom, dok na donjem dijelu fleksibilno vodootporno platneno crijevo (48) ima čeličnu kuglicu, čija je težina 0,5 kg, kako bi se olakšao ulazak u okomitu šupljinu ( 43), pri čemu su blokovi (38) za izgradnju zidnog panela (46) obloženi betonom u svakoj drugoj okomitoj šupljini (43) pri čemu je također postavljena okomita armatura (47), tako da se nakon ugradnje i ojačanja betona dobije montažno zidno platno (46) koje se podiže na građevinsku konstrukciju na gradilištu, gdje se vrši monolitizacija na način da se u okomite šupljine (43) neispunjene betonom postavlja nova okomita armatura (49), pri čemu se neispunjene šupljine ispunjavaju betonom, čime se monolitizira zidno armiranobetonsko platno (46) s nosećom konstrukcijom od betona i armaturom (50), koja se nalazi unutar izolacijskih blokova oplate (38).5. Building construction in accordance with patent claims 1, 2, 3 and 4, characterized by the fact that it consists of insulating building blocks (38) made of lightweight concrete, each of which has two thick longitudinal vertical prismatic walls (39) and three transverse lower walls (40, 41, 42), whereby the first transverse wall (40) has a recess into which the tooth of the next masonry block of insulating formwork enters, whereby the third transverse vertical wall (41), which is the final one, has a tooth which enters into the recess of the first transverse of the wall (40) of the adjacent block, and the central transverse vertical wall (42) is twice as thick as the end ones, so that during the construction of the walls it forms corresponding vertical cavities (43) from the blocks, whereby the transverse walls (40, 41, 42) are for 25% lower than the height of the longitudinal walls (39), so that in the longitudinal direction of the blocks, a horizontal channel (44) is formed, which is reinforced by horizontal steel bars (45) placed in these channels, while during production, the blocks form a wall mounting panel (46) , where it is inside every other perpendicular vertical reinforcement (47) in the form of rods in the shape of the letter "U" is placed in these cavities (43) as an anchor for capturing the prefabricated wall on the building under construction, while inside the vertical cavities (43) of the wall panels without reinforcement (47) a flexible waterproof is placed cloth hose (48) rubberized inside and on its upper part glued to a metal rectangular screw valve plate that can be connected to the hose with air, while on the lower part flexible waterproof cloth hose (48) has a steel ball, the weight of which is 0.5 kg , to facilitate entry into the vertical cavity ( 43 ), wherein the blocks (38) for the construction of the wall panel ( 46 ) are lined with concrete in every other vertical cavity ( 43 ), where the vertical reinforcement ( 47 ) is also placed, so that after installation and reinforcement of the concrete, a prefabricated wall panel (46) is obtained, which is raised on the building structure at the construction site, where monolithicization is carried out in such a way that a new vertical ar is placed in the vertical cavities (43) that are not filled with concrete matura (49), whereby the unfilled voids are filled with concrete, which monolithics the reinforced concrete wall canvas (46) with the supporting structure made of concrete and reinforcement (50), which is located inside the insulation blocks of the formwork (38).
HRP20211747TT 2011-08-03 2011-09-01 Building structure of pre-cast monolithic walls and interfloor slabs HRP20211747T1 (en)

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