LV14137B - Double walled wooden block and method of wall construction using the same - Google Patents

Double walled wooden block and method of wall construction using the same Download PDF

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Publication number
LV14137B
LV14137B LVP-08-179A LV080179A LV14137B LV 14137 B LV14137 B LV 14137B LV 080179 A LV080179 A LV 080179A LV 14137 B LV14137 B LV 14137B
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LV
Latvia
Prior art keywords
wooden
wall
double
block
blocks
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Application number
LVP-08-179A
Other languages
Latvian (lv)
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LV14137A (en
Inventor
Aldis Smits
Original Assignee
Silins Janis
Kripsevica Ingrida
Aldis Smits
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Publication date
Application filed by Silins Janis, Kripsevica Ingrida, Aldis Smits filed Critical Silins Janis
Priority to LVP-08-179A priority Critical patent/LV14137B/en
Priority to PCT/LV2009/000010 priority patent/WO2010047570A1/en
Publication of LV14137A publication Critical patent/LV14137A/en
Publication of LV14137B publication Critical patent/LV14137B/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings
    • E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
    • 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
    • E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • E04B2/38—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0206—Non-undercut connections, e.g. tongue and groove connections of rectangular shape
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/023—Non-undercut connections, e.g. tongue and groove connections with rabbets, e.g. stepped
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0247—Strips or bars
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0254—Tie rods

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

Invention refers to the construction of low storey, industrial, agricultural, public or other buildings, especially for construction wooden buildings, where walls are constructed from double-walled wooden blocks. Object of the invention is thermo insulating and bearing building double-walled wooden block, which is designed in the form of rectangle parallelepiped and comprises to longitudinal walls forming outer wall and partition or insulation, and inner wall, and at least two cross walls positioned there between leave free the ends of longitudinal walls, wherein between both cross walls an insulating material is arranged, characterized in that at the ends of both longitudinal walls are arranged recesses, whose form and arrangement complies with the recesses of longitudinal wall of the adjacent wooden block.

Description

Izgudrojums attiecas uz mazstāvu dzīvojamo, rūpniecisko, lauksaimniecības, sabiedrisko un citu nozīmju ēku celtniecību, jo īpaši uz koka ēku celtniecību, kur sienas tiek celtas no dubulto sienu koka blokiem.The invention relates to the construction of low-rise residential, industrial, agricultural, public and other buildings, in particular wooden buildings, where walls are made of double-walled wooden blocks.

Ir zināms Latvijas patents LV 12113, kas apraksta siltumizolējošu un nesošu ēku ārsienas būvelementu, kas ir izveidots taisnstūra paralēlskaldņa veidā un satur divas garensieniņas, kuras savā starpā savieno šķērssieniņa. Konstrukcija ir izgatavota no betona vai vieglbetona. Elementi tiek mūrēti sienā pa kārtām. Šādi bloki prasa īpašu rūpību pie to montāžas, jo nav aprīkoti ar savienojuma elementiem, kas atvieglotu salikšanu un nostiprinātu savienojumu. Papildus tam izvēlētais būvelementa materiāls nenodrošina pietiekamu siltumizolāciju, kā arī nav videi draudzīgs.The Latvian patent LV 12113 is known, which describes a building element of a heat-insulating and load-bearing building exterior wall, which is formed in the form of a rectangular parallelepiped and contains two longitudinal walls, which are connected by a partition wall. The structure is made of concrete or lightweight concrete. The elements are laid in the wall in succession. Such assemblies require special care when assembling, as they are not equipped with couplings to facilitate assembly and reinforcement. In addition, the selected building element material does not provide sufficient thermal insulation and is not environmentally friendly.

Bez tam patentā LV 13504 ir aprakstīta koka celtniecības paneļu/(bloku) savienošanas sistēma, kur paneļu/(bloku) sadursavienojums tiek īstenots ar savienojošās brusas palīdzību. Šādas sistēmas trūkums ir tas, ka savienojošā brusa netiek fiksēta, kas salikšanas procesā starp paneļiem/(blokiem) var izraisīt pārlieku lielas nobīdes. Izveidotā konstrukcija var būt nestabila un ar zemu stinguma pakāpi.In addition, patent LV 13504 describes a wood construction panel / (block) joint system where the panel / (block) joint is implemented by means of a connecting beam. The disadvantage of such a system is that the connecting beam is not fixed, which can cause excessive displacement during assembly between panels / (blocks). The resulting structure may be unstable and of low rigidity.

Izgudrojuma mērķis ir palielināt dubultās sienas koka bloku savienojuma stabilitāti un stinguma pakāpi, kā arī radīt jaunu koka ēku celtniecības veidu un tehniku, izmantojot dubulto sienu koka blokus un ekoloģiski tīrus materiālus.The object of the invention is to increase the stability and rigidity of the connection of double-walled wooden blocks, as well as to create a new way of building wooden buildings using double-walled wooden blocks and ecologically clean materials.

Izgudrojuma mērķis tiek sasniegts izveidojot siltumizolējošu un nesošu ēkas dubultās sienas koka bloku, kas pēc formas ir taisnstūra paralēlskaldņa veidā un satur divas garensieniņas, kas veido ārsienu un staipsienu jeb izolācijas un iekšējo sienu, un vismaz divas starp tām izvietotas.šķērssieniņas, atstājot brīvus garensieniņu galus, pie kam starp abām šķērssieniņām tiek izvietots izolācijas materiāls, raksturīgs ar to, ka uz koka bloka abu garensieniņu galiem ir izveidotas gropes, kuru forma un izvietojums atbilst blakus liekamā koka bloka garensieniņu gropēm, pie kam starp gropēm var tikt ievietota savienojošā brusa vai savienojuma atslēga ar izciļņiem, kuru forma un izvietojums ir tuvs garensieniņu gropju formai un izvietojumam un kas salāgojas ar garensieniņas gropēm.The object of the invention is achieved by the construction of a heat-insulating and load-bearing wooden block of a double wall of a building which has the shape of a rectangular parallelepiped and has two longitudinal walls forming an outer wall and step or insulating and inner wall. , wherein insulating material is provided between the two partitions, characterized in that grooves are formed on both ends of the wood block having a shape and arrangement corresponding to the grooves of the longitudinal wall of the block to be joined, whereby a connecting beam or joint key can be inserted between the grooves with bumps of a shape and positioning close to those of the longitudinal grooves and which are in alignment with the longitudinal grooves.

Bez tam vienā koka bloka galā ir izvietota taisnstūra paralēlskaldņa veidā izveidota, profilēta savienojuma atslēga, kas sevī apvieno gan otro šķērsieniņu, gan savienojuma atslēgu, pie kam papildus starp savienojuma atslēgu un koka bloku savstarpēji profilētās vietās ir ievietotas sprosttapas.In addition, a rectangular parallelepiped profiled connection key is located at one end of the wooden block, which combines both the second partition wall and the connection key, with additional locking pins between mutually profiled locations between the connection key and the wooden block.

Vienā no variantiem uz abām šķērssieniņas šaurākajām, garākajām malām ir izveidoti profilēti izvirzījumi, kas salīgojas ar virsū liekamo koka bloku garensieniņu profilētiem rievojumiem, pie kam garensieniņu profili ir izfrēzēti tā, ka tie saslēdzas, vienlaikus veicot bloku pašfiksēšanas savienojuma atslēgas funkciju, pie kam šķērsieniņu abās malās ir iefrēzējums.In one embodiment, profiled protrusions are formed on both narrow, long edges of the partition wall, which coincide with the profiled ribs of the superimposed block of wooden blocks, whereby the profiles of the longitudinal sections are milled so that they perform the locking function of the block self-locking the edges have an indentation.

Papildus tam garensieniņu galu gropes profili savienojuma vietās saslēdzas viena ar otru vai arī caur sprosttapām un, ka šķērssieniņas blokā izvietotas tā, lai tās sakristu pa vertikāli un papildus tam starp abām šķērssieniņām ir ievietoti sienu nostiprinājuma stieņi.In addition, the groove profiles at the ends of the longitudinal walls are interconnected at one another or by means of locking pins and that the partitions in the block are arranged so that they overlap vertically and, in addition, wall reinforcing bars are inserted between the two partitions.

Bez tam dubultās sienas koka bloka starpsieniņu garums un profilētās savienojuma atslēgas platums ir maināms, tādējādi mainās arī dubultās sienas koka bloka biezums.In addition, the length of the partition walls of the double-walled wood block and the width of the profiled connection key are variable, thus changing the thickness of the double-walled wooden block.

Siltumizolēj oša un nesoša ēkas dubultās sienas līmētā koka bloka garensieniņas sastāv no vismaz divām, vēlams četrām, šķērseniski pretstatītām, tangenciāli līmētām koka brusu sagatavēm, kuru platums un augstums ir maināms, tādējādi mainot ārējās un iekšējās sienas biezumu un augstumu, un kurām vertikālajās savienojuma vietās tiek iefrēzēta slīpa maliņa.The longitudinal walls of the double-wall heat-insulated and load-bearing building block consist of at least two, preferably four, transverse, tangentially glued beams of varying widths and heights, thus changing the thickness and height of the outer and inner wall, and a bevelled edge is milled.

Izmantojot siltumizolēj ošos un nesošos ēkas dubultās sienas bloku tiek realizēts celtniecības paņēmiens, kur dubultās sienas koka bloks tiek savienots ar blakus esošu dubultās sienas koka bloku, un kur dubulto sienas koku bloku rindas tiek pakārtotas viena virs otras vai arī pamīšus, raksturīgs ar to, ka blakus savienojamie dubultās sienas koka bloki tiek savienoti ar garensieniņu gropju un/vai ar savienojuma atslēgas palīdzību, pie kam caur koka blokiem, jo īpaši caur to šķērssieniņām, vertikāli tiek izvietoti celtnes pamatnē iestiprināti galos vītņoti stieņi.Using a heat-insulating and load-bearing double wall block of a building, a construction method is implemented in which the double-wall wooden block is connected to an adjacent double-wall wooden block and wherein the rows of double-walled wooden blocks are superimposed or alternately, characterized in that adjacent double-walled wooden blocks are connected by means of longitudinal grooves and / or by means of a connection key, whereby end-threaded rods are mounted vertically through the wooden blocks, in particular through their partitions.

Bez tam blakus savienojamie koka bloki tiek savienoti un nostiprināti ar dubultiem koka statņiem, kas ir dubulti apakšējo un augšējo sienas vainagi, kuri veido koka ēkas karkasu un kuri var būt no jebkāda konstruktīva materiāla, pie kam koka bloki tiek savienoti un nostiprināti ar dubultās sienas koka statņiem ar sprostbrusu palīdzību, pie kam viens virs otra pakārtotie koka bloki tiek izkārtoti vertikāli viens virs otra un caur koka blokiem, jo īpaši caur to šķērssieniņām vertikāli tiek izvietoti celtnes pamatnē iestiprināti, galos vītņotie stieņi.In addition, adjoining wooden blocks are joined and secured by double wooden pillars, which are the double crowns of the lower and upper walls, which form the framework of the wooden building, and which can be of any structural material, whereby the wooden blocks are joined and secured by struts by means of locking beams, whereby wooden blocks, which are subordinate to one another, are arranged vertically one above the other and through the wooden blocks, in particular through their partition walls, vertically threaded rods fixed at the base of the building.

Papildus tam blakus savienojamie dubultas sienas koka bloki tiek savienoti viens ar otru to garensieniņu galos, kur izveidots gropes profila bloka pašfiksēšanas savienojums, kuru iespējams papildināt ar tajā ievietotām sprosttapām, pie kam šķērssieniņas blokā tiek izvietotas tā, lai tās sakristu pa vertikāli viena ar otru, kur pēc tam tiek ievietoti sienu stiprinājuma stieņi.In addition, adjacent double-walled wooden blocks are joined to each other at the ends of the longitudinal walls where the groove profile block self-locking joint is formed, which can be supplemented with locking pins inserted therein, whereby the partitions in the block are aligned vertically, where the wall mounting bars are then inserted.

Izgudrojuma būtība tiek paskaidrota sekojošos zīmējumos:The following drawings illustrate the essence of the invention:

Fig. 1 - dubultās sienas bloks 1 aksonometrijā;FIG. 1 - double wall unit 1 in axonometry;

Fig. 2 - dubultās sienas koka bloki 1 aksonometrijā ar savienojuma atslēgu;FIG. 2 - double wall wooden blocks 1 in axonometry with connection key;

Fig. 3 -- dubultās sienas koka bloku 1 aksonometrijā savienojuma variants ar sprosttapām 12;FIG. 3 - axonometric version of the double wall wooden blocks 1 with locking pins 12;

Fig. 4 - dubultās sienas koka bloka 1 aksonometrijā savienojuma variants;FIG. 4 - axonometric version of the double wall wooden block 1;

Fig. 5 - dubultās sienas koka bloka 1 aksonometrijā savienojuma variants ar sprosttapām 12;FIG. 5 - axonometric version of the double wall wooden block 1 with locking pins 12;

Fig. 6 - dubultās sienas koka bloki 1 savienotā veidā;FIG. 6 - double wall wooden blocks 1 connected;

Fig. 7 - koka bloku 1 dubultā siena, kura ietver stūra savienojumu;FIG. 7 - double wall of wooden blocks 1, which includes a corner joint;

Fig. 8 - koka bloka 1 dubulta siena ar karkasu no statņiem.FIG. 8 - double wall of wooden block 1 with frame from posts.

Fig. 1 ir attēlots dubultās sienas bloks 1, kas izveidots taisnstūra paralēlskaldņa veidā, pie kam dubultās sienas bloks 1 satur ārsienu 2A, starpsienu 4 jeb izolāciju 4 un iekšējo sienu 2B, papildus tam starp ārsienu 2A un iekšējo sienu 2B šķērseniski, netālu no sienu galiem ir novietotas vismaz divas šķērssieniņas 3, kuru garums nosaka dubultās sienas koka bloka 1 platumu, pie kam bloka 1 abu sienu 2A, 2B abos galos ir izveidotas savienojuma zonas 5 ar profilētām rievām.FIG. 1 shows a double wall unit 1 formed in the form of a rectangular parallelepiped, wherein the double wall unit 1 comprises an outer wall 2A, a partition 4 or insulation 4 and an inner wall 2B, in addition, the outer wall 2A and the inner wall 2B at least two partition walls 3 having a length defining the width of a double-wall wooden block 1 are provided, wherein at both ends of the two walls 2A, 2B of block 1 are formed joining zones 5 with profiled grooves.

Fig. 2 ir parādīti dubultās sienas koka bloki 1 aksonometrijā, kas izveidoti taisnstūra paralēlskaldņa veidā ar divām garensieniņām (ārsienu 2A un iekšējo sienu 2B) un divām starp tām izvietotām šķērssieniņām 3, atstājot brīvus garensieniņu 2A un 2B galus, garensieniņu galu iekšpusē izveidojot gropes 6, starp kurām tiek ievietota savienojošā brusa/atslēga 8 ar izciļņiem 9, kuru izmēri un izvietojums atbilst gropju 6 izmēriem un izvietojumam, savienojot blakus viens pret otru spoguļattēlā novietotus blokus 1. Papildus tam uz abām garensieniņu 2A un 2B šaurākajām, garākajām malām 7 ir izveidoti profilēti izvirzījumi 10, kas salīgojas ar virsū liekamo koka bloku 1 profilētajiem nevojumiem 11. Šādi savstarpēji atbilstoši izvirzījumi 10 un rievojumi 11 nodrošina to, ka liekot bloku 1 vienu virs otra, tiek sekmēta to salāgošana un pareiza novietošana. Pie kam šādi izvirzījumi 10 un rievojumi 11 uzlabo konstrukcijas noturību.FIG. 2 shows the double wall wooden blocks 1 in axonometry formed in the form of a rectangular parallelepiped with two longitudinal walls (outer wall 2A and inner wall 2B) and two spaced apart partitions 3 leaving free ends of longitudinal wall 2A and 2B inside the longitudinal wall ends 6 which are provided with a connecting beam / key 8 with bumps 9, the dimensions and arrangement of which correspond to the dimensions and arrangement of the grooves 6 by joining adjacent blocks 1 in mirror image to one another. In addition, profiled protrusions are formed on both narrowest, longest edges 7 of 10, which engages with the profiled nozzles 11 of the wooden block 1 to be superimposed. Such mutually matching projections 10 and ribs 11 ensure that the unit 1 is stacked on top of one another to facilitate their alignment and correct placement. In addition, such projections 10 and ribs 11 improve the strength of the structure.

Fig. 3 ir parādīts izgudrojuma objekta savienojuma variants, kas satur dubultās sienas koka bloku 1, kur vienā no tā galiem ir izvietota taisnstūra paralēlskaldņa veidā izveidota, profilēta savienojuma atslēga 8B, kas sevī apvieno gan otro šķērssieniņu 3, gan savienojuma atslēgu 8. Šāds risinājums būtiski atvieglo dubultās sienas koka bloku 1 salikšanu, tādējādi ir iespējams daudz ātrāk veikt paredzēto būvniecību un atvieglot montāžas strādnieku darbu pie ēkas salikšanas. Konstrukcijas papildus stingrības nodrošināšanai starp savienojuma atslēgu 8B un koka bloku 1 attiecīgi tam profilētās vietāsFIG. 3 shows a connection embodiment of the invention comprising a double-walled wooden block 1 having at one end a rectangular parallelepiped profiled connection key 8B which combines both a second partition 3 and a connection key 8. Such a solution greatly facilitates assembly of double wall wooden blocks 1, which makes it possible to carry out the planned construction much quicker and to facilitate the assembly work of the assembly workers. Structures for additional rigidity between connection key 8B and wood block 1 at correspondingly profiled locations

13 ir ievietotas sprosttapas 12. Šāds konstruktīvs risinājums palielina savienojuma noturību, kas īpaši svarīgi ēkām, kas ir pakļautas paaugstinātai slodzei.13 is provided with locking pins 12. Such a constructive solution increases the joint resistance, which is especially important for buildings subject to increased load.

Fig. 4 ir parādīti dubultas sienas koka bloki 1 aksonometrijā, kas izveidoti taisnstūra paralēlskaldņa veidā ar divām garensieniņām (ārsienu 2A un iekšējo sienu 2B) un divām strap tām izvietotām šķērssieniņām 3, atstājot brīvus garensieniņu 2A un 2B galus. Garensieņu 2A un 2B galu iekšpusē izveido gropes 6, kurās bloki 1, tos vienojot kopā, saslēdzas viens ar otru. Gropju 6 forma un izvietojums atbilst blakus liekamā bloka 1 gropju 6 formai un izmēram, tādējādi savienojot blokus vienu ar otru. Papildus tam uz abām garensieniņas 2A un 2B šaurākajām, garākajām malām 7 ir izveidoti profilēti izvirzījumi 10, kas salīgojas ar virsū liekamā koka bloka 1 profilētajiem rievojumiem 11. Šādi savstarpēji atbilstoši izvirzījumi 10 un rievojumi 11 nodrošina to, ka liekot blokus 1 vienu virs otra tiek sekmēta to salāgošana un pareiza novietošana.FIG. 4 shows double-walled wooden blocks 1 in axonometry in the form of a rectangular parallelepiped with two longitudinal walls (outer wall 2A and inner wall 2B) and two stripped partitions 3 leaving free ends of longitudinal wall 2A and 2B. The grooves 6 are formed inside the ends of the longitudinal ribs 2A and 2B, in which the blocks 1, when joined together, engage one another. The shape and arrangement of the grooves 6 correspond to the shape and size of the grooves 6 of the adjacent block 1, thus connecting the blocks to each other. In addition, profiled protrusions 10 are formed on both narrowest longitudinal edges 7 of the longitudinal wall 2A and 2B, which engage with the profiled ribs 11 of the wood block 1 to be superposed. Such matching projections 10 and ribs 11 ensure that facilitating their alignment and correct placement.

Šķērssieniņas 2A un 2B ir izvietotas tā, ka tās sakrīt pa vertikāli, tādējādi veidojot sienas nesošo karkasu. Lai sekmētu šķērsieniņas 2A un 2B vertikālo uzgulšanos vienai uz otras, ļaujot garensieniņam salagoties vienai ar otru, tad tas abas malas tiek izveidoti frēzejumi 10 un 11. Koka bloka iekšpusē, ceļot guļbūvi, tiek ievietota izolācija 4.The partitions 2A and 2B are arranged so that they overlap vertically, thus forming a wall-bearing frame. In order to facilitate vertical overlapping of the partitions 2A and 2B, allowing the longitudinal wall to join one another, millings 10 and 11 are formed on both sides of the block, insulating 4 is placed inside the wooden block when lifting the log building.

Fig. 5 ir parādīti dubultas sienas koka bloki 1 aksonometrijā, kas izveidoti taisnstūra paralēlskaldņa veidā ar divām garensieniņām (ārsiena 2A un iekšējā siena 2B) un divām starp tām izvietotām šķērsieniņām 3, atstājot brīvus garensieniņu 2A un 2B galus. Garensieniņu 2A un 2B galu iekšpusē ir gropes 6, starp kurām tiek ievietotas savienojuma sprosttapas 12, kurn forma un izvietojums atbilst gropju 6 formai un izvietojumam, savienojot blakus vienu ar otru spoguļattēlā novietotos blokus 1. Papildus tam uz abām sienas šaurākajām, garākajām malām 7 ir izveidoti profilēti izvirzījumi 10, kas salāgojas ar virsū liekamo koka bloku 1 profilētajiem rievojumiem 11. Šādi savstarpēji atbilstoši izvirzījumi 10 un rievojumi 11 nodrošina to, ka liekot blokus 1 vienu uz otra, tiek sekmēta to salāgošana un pareiza novietošana. Fig. 5 attēlotiem blokiem 1 arī piemīt visas Fig.4 redzamo koka bloku 1 īpašības.FIG. 5 shows double wall wooden blocks 1 in axonometry formed in the form of a rectangular parallelepiped with two longitudinal walls (outer wall 2A and inner wall 2B) and two spaced apart partitions 3 leaving free ends of longitudinal walls 2A and 2B. Inside the ends of the longitudinal walls 2A and 2B are grooves 6, between which the locking pins 12 are inserted, the shape and arrangement of which correspond to the shape and arrangement of the grooves 6, by joining blocks 1 in the mirror image side by side. profiled projections 10 are formed which align with the profiled ribs 11 of the wooden block 1 to be superimposed. Such mutually matching projections 10 and ribs 11 ensure that the blocks 1 are stacked on one another to facilitate their alignment and proper positioning. FIG. The blocks 1 shown in Figure 5 also have all the properties of the wooden blocks 1 shown in Figure 4.

Fig. 6 ir parādīts viens no dubultās sienas koku bloku 1 savienojuma variantiem. Norādot to, ka šeit attēlotais variants neierobežo doto izgudrojumu. Nozares speciālisti var izmainīt un modificēt izgudrojuma detaļu konkrēto izpildījumu, neatkāpjoties no pretenziju jēgas un apjoma. Ir parādīta dubultā siena, kas salikta no koka blokiem 1. Tiek parādīts dubultās sienas koka bloka 1 celtniecības paņēmiens, kur dubultās sienas koka bloks 1 tiek savienots ar blakus esošu dubultās sienas koka bloku 1, un kur dubulto sienas koku bloku 1 rindas tiek pakārtotas viena virs otras, raksturīgs ar to, ka blakus savienojamie dubultās sienas koka bloki 1 tiek savienoti ar savienojuma atslēgas/brusas 8 palīdzību, un viens virs otra pakārtotie dubultās sienas koka bloki 1 tiek izkārtoti pamīšus, un sienu 2A, 2B un 3 papildus stingrības nodrošināšanai caur blokiem 1, jo īpaši caur to šķērssieniņām 3, vertikāli tiek izvietoti celtnes pamatnē 14 iestiprināti galos vītņoti stieņi 15. Parasti šie sienu nosēšanās savilcēju stiprināšanas stieņi 15 ir 1 m gari, 12 - 16 mm diametrā, ievietoti plastmasas caurulēs un celtniecības gaitā var tikt pagarināti, to vītņotajos galos uzgriežot savienotāj uzmavu 16 un nākamo stieni 15. Sienu augšējam bloku 1 vainagam tiek uzlikts nostiprinājums, kurš ar vītņoto stieņu 15 palīdzību tiek savienots ar pamatni 14. Laika gaitā sienai nosēžoties tās augšpusē pievelk uzgriezni 17. To jādara brīvi uzgriezni 17 nesavelkot ar atslēgu.FIG. Fig. 6 shows one embodiment of the connection of the double wall tree blocks 1. Noting that the present invention does not limit the invention. Those skilled in the art can alter and modify the particular embodiment of the invention without departing from the spirit and scope of the claims. A double wall made of wood blocks 1 is shown showing a construction method for a double wall wood block 1, where the double wall wood block 1 is connected to an adjacent double wall wood block 1, and where the rows of the double wall wood blocks 1 are subordinated to one. on top of each other, characterized in that adjoining double wall wooden blocks 1 are connected by means of a coupling key / beams 8 and superimposed double wall wooden blocks 1 are arranged alternately, and wall 2A, 2B and 3 for additional rigidity through the blocks 1, in particular through their partitions 3, are provided with vertically threaded rods 15 fixed at the base of the building 14. Typically, these rods 15 are 1 m long, 12 - 16 mm in diameter, inserted in plastic pipes and may be extended during construction by screwing the coupling sleeve 16 and the next bar 15 into the threaded ends the upper crown of the blocks 1 is secured with a thread, which is connected to the base 14 by means of threaded rods 15. Over time, as the wall sits at its top, a nut 17 is tightened without loosening the nut 17.

Fig 7 ir paradīta koka bloku 1 dubulta siena, kura ietver stūra savienojumu. Koka bloku konfigurācija ir līdzīga Fig. 6 uzrādītai konfigurācijai.Fig. 7 shows a double wall of wooden blocks 1 comprising a corner joint. The configuration of the wooden blocks is similar to FIG. 6 configurations shown.

Fig. 8 ir parādīts dubultās sienas koka bloka 1 celtniecības paņēmiens ar dubultiem koka statņie 20, kuri tāpat kā koka bloki 1 sastāv no divām garensieniņām 21A un 21B un vismaz divām starpsieniņām 22A un 22B. Statņi tiek nostiprināti starp pamatu 14 pirmo vainagu 23, kurš tāpat kā statņi satur divas garensieniņas 24A un 24B un vismaz divas, vēlams vismaz astoņas, starpsieniņas 25, kuras veido statņu nostiprināšanas ligzdas. Pirmais dubultais koka vainags 23 tiek likts uz koka rāmja, kurš savukārt ar enkurskrūvju palīdzību ir nostirpināts pie pamatiem 14. Var būt variants, kas jau pa taisnu likt uz pamatiem 14. Pēc tāda paša paņēmiena kā pirmais/apakšējais vainags 23 tiek pagatavots ari sienas augšējais vainags 26, kurš ari satur divas garensieniņas 27A un 27B un vismaz divas, vēlams vismaz četras, starpsieniņas 28, kuras tāpat kā apakšējam vainagam 23 tiek izvietotas tā, ka dubultais koka statnis 20 tiek nostādīts to ievietošanas ligzdās un vertikāli sakrīt viens ar otru. Bez tam statņi 20 tiek nostiprināti ar vismaz divām koka tapām. Apakšējais vainags 23 tiek savienots ar nākamo vainagu 23 caur to galos izveidotiem iefrēzējumiem, kuros tiek iedzītas sprosttapas. Tālāk vainags 26 tiek sasiets ar spārturiemFIG. 8 shows a construction method for a double wall wooden block 1 with double wooden posts 20 which, like the wooden blocks 1, consist of two longitudinal walls 21A and 21B and at least two partitions 22A and 22B. The posts are secured between the first crown 23 of the base 14, which, like the posts, comprises two longitudinal walls 24A and 24B and at least two, preferably at least eight, partitions 25 which form the posts for securing the posts. The first double crown 23 is placed on a wooden frame, which in turn is bolted to the base 14 by means of anchor screws. There may be a variant that can be laid straight on the base 14. In the same way as the first / lower crown 23, a crown 26 which also comprises two longitudinal walls 27A and 27B and at least two, preferably at least four, partitions 28 which, like the lower crown 23, are arranged so that the double wooden column 20 is placed in their insertion sockets and vertically overlaps one another. In addition, the posts 20 are secured by at least two wooden pins. The lower crown 23 is connected to the next crown 23 through recesses formed at their ends which drive the locking pins. Next, crown 26 is tied with crayfish

30.30th

Ceļot dubulto koka bloku 1 karkasu, sāk no mājas stūra ar pirmo statni 20, kura iekšpusē ieliek sprostbrusu 29, kuras abos galos ir frēzējumi, kuros ieguļas statņu starpsieniņas 31. Tālāk tiek likti dubultas sienas koka bloki 1. Pēc tam tiek likt otra sprostbrusa 29, tad stanis 20 un tādā secībā liek trešo, ceturto u.t.t., statni 20. Šāds celtniecības paņēmiens ir it sevišķi piemērots ēku celtniecībai, izmantojot dubulto koka bloku 1 un jo īpaši tas ievērojami paaugstina konstrukcijas izturību pret slodzi. Bez tam dubultās sienas koka statņu 20 konstrukcijas vietā var būt izmantojami ari citi jebkādi konstrucijas materiāli, kurus izmanto koka karkasu ēkās. Pie kam starp statņiem 20 ir iespējams dubultās sienas koka bloku 1 vietā izmantot arī citu jebkādu konstrukcijas materiālu vai tipu.Lifting the frame of the double wooden blocks 1 starts from the corner of the house with the first pillar 20, which is provided with a locking beam 29, at both ends of which there are milling recesses of the posts 31. Next, the second locking beam 29 is placed. , then the column 20, and in this order puts the third, fourth, etc., the column 20. This construction method is particularly suitable for building buildings using the double wooden block 1 and, in particular, it significantly increases the load-bearing capacity of the structure. In addition, other construction materials used in timber frame buildings may be used in place of the construction of the double wall wooden posts 20. Further, it is possible to use any other construction material or type in place of the double wall wooden blocks 1 between the posts 20.

Papildus tam Fig. 1 - Fig. 8 redzamās dubultās sienas koka bloka 1 šķērssieniņas 3 var tikt ražotas dažāda garuma. Mainot šķērssieniņu 3 garumu ir iespējams mainīt dubultās sienas koka bloka 1 biezumu, jo īpaši tā starptelpas biezumu. Tādējādi ir iespējams mainīt starptelpā esošās izolācijas 4 biezumu, pielāgojot to attiecīgajiem klimatiskajiem apstākļiem, kur ēka tiks celta. Pie kam dubultās sienas koka bloka 1 siena sastāv no vismaz divām, vēlams četrām, koka šķiedrām šķerseniski pretstatītam, tangenciāli līmētam koka brusu sagatavēm, kuru biezumu arī ir iespējams mainīt.In addition, FIG. 1 - FIG. The partitions 3 of the 8 visible double wall wooden blocks 1 can be produced in different lengths. By changing the length of the partition walls 3, it is possible to change the thickness of the double wall wooden block 1, in particular its intermediate space. Thus, it is possible to change the thickness of the insulation 4 in the space, adapting it to the climatic conditions in which the building will be built. In addition, the wall of the double-walled wooden block 1 consists of at least two, preferably four, tangentially laminated beams of wood fibers, which can be varied in thickness.

Ceļot ēku no koka dubulto sienu blokiem 1 ir rūpīgi jāpārbauda pamatu 14 planimetrija, to 5 virsmas līdzenums, jāierīko pamatu hidroizolācija, uz kuras tiek piestiprināta sienu pamatnes pus brusa, kura ir no cietāka koka, piemēram no ozola, vai koka, kurš apstrādāts ar antiseptiķi. Pamatnes vidū pie pamatiem 14 tiek piestiprināti sienu nosēšanās savilcēju stiprinājumi, kuros tiek ieskrūvēti vītņotie stieņi 15. Pie kam pirms vainaga ir ieteicams izvietot izolāciju, kura mazāk uzsūc mitrumu.When building a building made of wooden double wall blocks 1, the planimetry of the foundation 14, the levelness of its surface 5, a waterproofing of the foundation to which a half-beam of harder wood, such as oak, or wood treated with antiseptic . In the middle of the substrate, wall anchoring fasteners are fastened to the foundations 14, in which threaded rods 15 are screwed in. It is advisable to place insulation with less moisture absorption before the crown.

Dotais izgudrojums netiek ierobežots ar šeit aprakstītajiem piemēriem. Nozares speciālisti var izmainīt un modificēt izgudrojuma detaļu konkrēto izpildījumu, neatkāpjoties no pretenziju jēgas un apjoma.The present invention is not limited to the examples described herein. Those skilled in the art can alter and modify the particular embodiment of the invention without departing from the spirit and scope of the claims.

PRETENZIJAS

Claims (9)

PRETENZIJAS 1. Siltumizolējošs un nesošs ēkas dubultās sienas koka bloks, kas izveidots taisnstūra paralēlskaldņa veidā un satur divas garensieniņas, kas veido ārsienu un starpsienu jeb1. Thermally insulating and load-bearing wooden block of a double wall of a building, made in the form of a rectangular parallelepiped and containing two longitudinal walls, which form the outer wall and partition or 5 izolācijas un iekšējo sienu, un vismaz divas starp tām izvietotas šķērssieniņas, atstājot brīvus garensieniņu galus, pie kam starp abām šķērssieniņām tiek izvietots izolācijas materiāls, raksturīgs ar to, ka uz koka bloka (1) abu garensieniņu (2A; 2B) galiem ir izveidotas gropes (6), kuru forma un izvietojums atbilst blakus liekamā koka bloka (1) garensieniņu (2A; 2B) gropēm (6), pie kam starp gropēm (6) var tikt5 insulating and inner walls, and at least two partitions between them, leaving free ends of the longitudinal walls, wherein insulating material is placed between the two partitions, characterized in that both ends of the longitudinal walls (2A; 2B) are formed on the wooden block (1). the grooves (6) having a shape and arrangement corresponding to the grooves (6) of the longitudinal walls (2A; 2B) of the wood block (1), whereby the grooves (6) 10 ievietota savienojošā brusa vai savienojuma atslēga (8; 8A) ar izciļņiem (9) vai iefrēzējumiem, kuru forma un izvietojums ir tuvs garensieniņu (2A; 2B) gropju (6) formai un izvietojumam un kas salāgojas ar garensieniņas (2A; 2B) gropēm (6).10 inserted connecting beam or joint key (8; 8A) with protrusions (9) or indentations having a shape and arrangement close to the shape and arrangement of the grooves (6A) of the longitudinal walls (2A; 2B) and aligned with the grooves in the longitudinal walls (2A; 2B) (6). 2. Siltumizolējošs un nesošs ēkas dubultās sienas koka bloks (1) saskaņā ar 1.2. The heat-insulating and load-bearing wooden block (1) of the double wall of the building according to claim 1. 15 pretenziju, raksturīgs ar to, ka vienā koka bloka (1) galā ir izvietota taisnstūra paralēlskaldņa veidā izveidota, profilēta savienojuma atslēga (8B), kas sevī apvieno gan otro šķērssieniņu (3), gan savienojuma atslēgu (8), pie kam papildus starp savienojuma atslēgu (8B) un koka bloku (1) savstarpēji profilētās vietās (6) ir ievietotas sprosttapas (12).15, characterized in that at one end of the wooden block (1) is a rectangular, parallel-shaped, profiled connection key (8B), which combines both a second partition wall (3) and a connection key (8), further between the locking pins (12) are inserted in mutually profiled locations (6) of the connection key (8B) and the wooden block (1). 3. Siltumizolējošs un nesošs ēkas dubultās sienas koka bloks (1) saskaņā ar 1. un 2. pretenziju, kas raksturīgs ar to, ka uz abām šķērssieniņas (2A; 2B) šaurākajām, garākajām malām (7) ir izveidoti profilēti izvirzījumi (10), kas salāgojas ar virsū liekamo koka bloku (1) garensieniņu (2A; 2B) profilētiem rievojumiem (11), pie kamThermally insulating and load-bearing double wall wooden block (1) according to claims 1 and 2, characterized in that profiled protrusions (10) are formed on both narrow, long edges (7) of the partition wall (2A; 2B). which conforms to the profiled ribs (11) of the longitudinal wall (2A; 2B) of the wooden block (1), wherein 25 garensieniņu (2A; 2B) profili ir izfrēzēti tā, ka tie saslēdzas, vienlaikus veicot bloku (1) pašfiksēšanas savienojuma atslēgas (8) funkciju, pie kam šķērssieniņu (3) abās malās ir iefrēzējums.The profiles of the 25 longitudinal walls (2A; 2B) are milled so that they engage while simultaneously performing the function of the self-locking locking key (8) of the blocks (1), with a groove on both sides of the partitions (3). 4. Siltumizolējošs un nesošs ēkas dubultās sienas koka bloks (1) saskaņā ar jebkuru noHeat-insulating and load-bearing wooden block (1) of a double wall of a building according to any one of 30 iepriekšējām pretenzijām, kas raksturīgs ar to, ka garensieniņu (2A; 2B) galu gropes (6) profili savienojuma vietās saslēdzas viena ar otru vai arī caur sprosttapām (12) un, ka šķērssieniņas (2A; 2B) blokā izvietotas tā, lai tās sakristu pa vertikāli un papildus tam starp abām šķērssieniņām (2A; 2B) ir ievietoti sienu nostiprinājuma stieņi (15).The preceding claims, characterized in that the profiles of the grooves (6) at the ends of the longitudinal walls (2A; 2B) engage at one another or through the locking pins (12), and that the cross walls (2A; 2B) are arranged in coincides vertically and, in addition, wall reinforcing bars (15) are provided between the two partitions (2A; 2B). 5. Siltumizolējošs un nesošs ēkas dubultās sienas koka bloks (1) saskaņā ar jebkuru no iepriekšējām pretenzijām, kas raksturīgs ar to, ka dubultās sienas koka bloka (1) starpsieniņu (3) garums un profilētās savienojuma atslēgas (8; 8B) platums irHeat-insulating and load-bearing double wall wooden block (1) according to any one of the preceding claims, characterized in that the length of the partitions (3) of the double wall wooden block (1) and the width of the profiled connection key (8; 8B) are 5 maināms, tādējādi mainās ari dubultās sienas koka bloka (1) biezums.5, so the thickness of the double wall wood block (1) is also changed. 6. Siltumizolējošs un nesošs ēkas dubultās sienas koka bloks (1) saskaņā ar jebkuru no iepriekšējām pretenzijām, kas raksturīgs ar to, ka dubultās sienas koka bloka (1) garensieniņas (2A; 2B) sastāv no vismaz divām, vēlams četrām, šķērseniskiThermally insulating and load-bearing double wall wooden block (1) according to any one of the preceding claims, characterized in that the longitudinal walls (2A; 2B) of the double wall wooden block (1) consist of at least two, preferably four, transverse walls. 10 pretstatītām, tangenciāli līmētām koka brusu sagatavēm, kuru platums un augstums ir maināms, tādējādi mainot ārējās un iekšējās sienas biezumu un augstumu, un kurām vertikālajās savienojuma vietās tiek iefrēzēta slīpa maliņa.10 opposing, tangentially glued beams of variable width and height, thus changing the thickness and height of the outer and inner walls, and having a bevelled edge at the vertical joints. 7. Siltumizolējošs un nesošs ēkas dubultās sienas koka bloka (1) celtniecības7. Thermal insulation and load-bearing construction of the double wall wooden block (1) of the building 15 paņēmiens, kur dubultās sienas koka bloks (1) tiek savienots ar blakus esošu dubultās sienas koka bloku (1), un kur dubulto sienas koku bloku (1) rindas tiek pakārtotas viena virs otras vai arī pamīšus, raksturīgs ar to, ka blakus savienojamie dubultās sienas koka bloki (1) tiek savienoti ar garensieniņu (2A; 2B) gropju (6) un/vai ar savienojuma atslēgas (8; 8B) palīdzību, pie kam caur koka blokiem (1), jo īpaši caur15, wherein the double-walled wooden block (1) is connected to an adjacent double-walled wooden block (1), and wherein the rows of the double-walled wooden blocks (1) are arranged one above the other or alternately, characterized in that the double wall wooden blocks (1) are connected to the longitudinal wall (2A; 2B) by a groove (6) and / or by means of a connection key (8; 8B), whereby the wooden blocks (1), in particular through 20 to šķērssieniņām (3), vertikāli tiek izvietoti celtnes pamatnē (14) iestiprināti galos vītņoti stieņi (15).20, the end-threaded rods (15) are mounted vertically on the base of the building (14). 8. Siltumizolējošs un nesošs ēkas dubultās sienas koka bloka (1) celtniecības paņēmiens saskaņā ar 7. pretenziju, kas raksturīga ar to, ka blakus savienojamie koka bloki (1)A method of constructing a heat-insulating and load-bearing double wall wooden block (1) of a building according to claim 7, characterized in that the adjacent wooden blocks (1) 25 tiek savienoti un nostiprināti ar dubultiem koka statņiem (20), kam ir dubulti apakšējie un augšējie sienas vainagi (23; 26), kuri veido koka ēkas karkasu un kuri var būt no jebkāda konstruktīva materiāla, pie kam koka bloki (1) tiek savienoti un nostiprināti ar dubultās sienas koka statņiem (20) ar sprostbrusu (29) palīdzību, pie kam viens virs otra pakārtotie koka bloki (1) tiek izkārtoti vertikāli viens virs otra un25 are connected and secured by double wooden pillars (20) having double lower and upper wall crowns (23; 26) forming a wooden building frame, which may be of any structural material, to which the wooden blocks (1) are connected. and secured by double-walled wooden posts (20) by means of locking beams (29), wherein the wooden blocks (1) which are subordinate to one another are arranged vertically above each other, and 30 caur koka blokiem (1), jo īpaši caur to šķērssieniņām vertikāli tiek izvietoti celtnes pamatnē (14) iestiprināti, galos vītņotie stieņi (15).30, threaded rods (15) mounted in the base of the building (14) are vertically arranged through the wooden blocks (1), in particular through their partitions. 9. Siltumizolējošs un nesošs ēkas dubultās sienas koka bloka celtniecības paņēmiens saskaņā ar 7. pretenziju, kas raksturīgs ar to, ka blakus savienojamie dubultas sienas koka bloki tiek savienoti viens ar otru to garensieniņu galos, kur izveidots gropes profila bloka pašfīksēšanas savienojums, kuru iespējams papildināt ar tajā ievietotām sprosttapām, pie kam šķērssieniņas blokā tiek izvietotas tā, lai tās sakristu pa vertikāli viena ar otru, kur pēc tam tiek ievietoti sienu stiprinājuma stieņi.A heat insulating and load-bearing method of building a double wall wooden block of a building according to claim 7, characterized in that adjacent double wall wooden blocks are joined to each other at the ends of the longitudinal walls where a self-locking joint of the groove profile block is formed. with locking pins inserted therein, whereby the partitions in the block are arranged so that they overlap vertically with each other, whereupon the wall anchors are inserted.
LVP-08-179A 2008-10-22 2008-10-22 Double walled wooden block and method of wall construction using the same LV14137B (en)

Priority Applications (2)

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LVP-08-179A LV14137B (en) 2008-10-22 2008-10-22 Double walled wooden block and method of wall construction using the same
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WO2012004633A1 (en) 2010-07-08 2012-01-12 Vincent Marie Rodolphe Claire Lepot Construction of buildings using wooden blocks
EP2455558A1 (en) * 2010-11-19 2012-05-23 M.Antonio Capraro Prefabricated construction element
RU2507354C2 (en) * 2012-05-17 2014-02-20 Владимир Петрович Сычев Construction thermal squared beam
FR2992006B1 (en) * 2012-06-13 2015-02-06 Maison Cathar Home BRICK FOR THE CONSTRUCTION OF A WALL
CN103806592B (en) * 2012-11-09 2016-08-17 茅金声 Heat insulation building block
AT513680A1 (en) * 2012-12-14 2014-06-15 Gebetsroither Wolfgang Construction module
FR3030594B1 (en) * 2014-12-17 2019-08-23 Alain Romero ASSEMBLY OF ELEMENTS AND METHOD FOR BUILDING AN EDIFICE
EP3081711A1 (en) * 2015-04-17 2016-10-19 Herault, Romain Construction element
EP3255218B1 (en) * 2016-06-07 2019-11-13 Roland Schmidt Construction element and construction obtained from said construction element
FR3055638B1 (en) 2016-09-06 2020-10-02 Willigen Willem Arnold Van ELEMENTS OF CONSTRUCTION, ASSEMBLY PROCEDURE OF SUCH ELEMENTS AND CONSTRUCTION THUS CARRIED OUT
SE540264C2 (en) * 2016-10-19 2018-05-15 Oneday Wall Ab Framing section and method of assembling the same
FR3079855B1 (en) * 2018-04-06 2020-04-17 Jerome Levet REMOVABLE PARTITION PLOT AND ASSEMBLY KIT
PL426621A1 (en) * 2018-08-09 2020-02-10 Czajka Paweł Set of module hollow bricks with heat-insulating properties
CZ34494U1 (en) 2020-05-19 2020-11-03 HON a.s. Acoustic module segment and set of acoustic module segments
US11808028B1 (en) 2023-01-11 2023-11-07 Charles H. Harbison Modular building component

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US20060010810A1 (en) * 2002-12-18 2006-01-19 Arkadiusz Muszynski Wall construction using hollow glass building elements

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