WO2008048138A1 - Built-up beam structure - Google Patents
Built-up beam structure Download PDFInfo
- Publication number
- WO2008048138A1 WO2008048138A1 PCT/RU2006/000698 RU2006000698W WO2008048138A1 WO 2008048138 A1 WO2008048138 A1 WO 2008048138A1 RU 2006000698 W RU2006000698 W RU 2006000698W WO 2008048138 A1 WO2008048138 A1 WO 2008048138A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- bars
- wall
- beam structure
- panels
- boards
- Prior art date
Links
- 238000009413 insulation Methods 0.000 claims abstract description 8
- 230000015572 biosynthetic process Effects 0.000 claims description 8
- 239000002023 wood Substances 0.000 abstract description 9
- 239000011810 insulating material Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 8
- 239000004793 Polystyrene Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011120 plywood Substances 0.000 description 2
- 229920002223 polystyrene Polymers 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 1
- 230000001364 causal effect Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
- E04C3/14—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
Definitions
- the invention relates to the field of construction, in particular, to long-length construction consulments made of wood, and can be used as a bearing part of walls or transitions.
- Known prefabricated beam construction of an I-section including a flat plywood wall and. belts connected to it from glued layers of boards or solid: beams.
- the belts are made by sawing a common billet of rectangular cross section diagonally and glued to the plywood wall with an acute angle of the T-section inward (RU 2052043, E04C 3/12, 1996).
- prefabricated beam structure made in the form of a hollow block, consisting of vertically arranged rows at a certain distance from each other with the formation of a cavity of longitudinal elements.
- longitudinal grooves and protrusions are made on the upper and / or lower faces of the elements.
- the longitudinal elements in each row are fastened together in height, and the adjacent rows of longitudinal elements are interconnected by at least one connecting element having, on opposite faces oriented along the longitudinal axis of the block, grooves and protrusions engaged with protrusions and grooves, respectively longitudinal elements of adjacent rows.
- the prefabricated beam structure contains a package of glued boards and longitudinal inserts with the formation of hollow chambers located between parallel boards of the package (EP 006904O 5 E04C 3/14, E04C 3/12, 1983). Longitudinal inserts can be made with installation grooves and stupas for fixing block elements in a prefabricated structure (RU 2266376, ⁇ 04C 3/12, 2005).
- a prefabricated beam structure consisting of upper and lower wood panels, walls in the form of a beam of CKOB 7 located between the wood panels with the formation of hollow chambers, and elements that connect the wall with wood panels (RU 2032042, E04C 3/12, 1995).
- the technical problem to be solved is the provision of insulation of an object constructed using a prefabricated beam structure without additional introduction of insulation elements.
- the bars are attached to one of the side surfaces to the inside: the surfaces of each of the shields;
- the wall is made of a lamellar heat exchanger (danopolystyrene, polyurethane, polystyrene, etc.).
- the causal relationship of the proposed technical solution with the achieved technical result is that in this design the wall, being made of plate insulation, provides not only an increase in the bearing capacity of the structure, but also thermal protection of the constructed object. In this case, thermal protection is also enhanced by the presence of two air gaps in the form of hollow chambers between the wall and each of the shields, while in the prototyped design there is only one hollow chamber.
- Particle boards can be used as upper and lower shields.
- FIG. Figures 1 and 2 show variants of a prefabricated beam construction with tee and double tee construction of connecting boards with bars.
- the prefabricated beam structure (Fig. 1) consists of upper and lower wood panels (items 1 and 2, respectively), a wall 3 and two pairs of wooden blocks 4 E located between the wood panels 1 and 2 and glued one of the side surfaces to the inner surfaces of each from wood shields.
- the wall 3 is installed between the surfaces of the 4 g bars opposite the glued ones, and is made of plate insulation.
- the wall 3 is rigidly connected to the bars 4 using a tightening strap 5 S nailed to the outer side surfaces of the bars 4.
- An assembly option is possible, where the wall 3 is glued between the corresponding pairs of bars 4.
- Hollow chambers 6 and 7, formed between the wall 3 and the shields 1 and 2, respectively, can be used as a ventilated facade, as well as for laying utility networks.
- the prefabricated beam structure additionally contains 2 more pairs of bars 4 attached to the outer sides of the sheathing 5 with the formation of 2-T-sections of the corresponding elements 4 and 5 in a plane perpendicular to the panels I and 2.
- This option is convenient for mounting panels I and 2 of the adjacent beam structures , as well as when performing door or window openings.
- the proposed prefabricated beam structure in addition to the supporting function, also performs thermal insulation of the construction object without complicating the structure.
- the target product can be assembled from harvested elements by bench assembly, including directly at the construction site);
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Building Environments (AREA)
Abstract
The invention relates to building engineering, in particular to long wood building structures, and can be used in the form of a supporting part of walls and floors. The aim of said invention is to provide said structure with heat-insulation properties. The inventive built-up beam structure comprises top and lower panels, a wall and bars which are arranged between the panels in such a way that hollow chambers are formed. The bars are fastened to the inside surfaces of each panel by one of the side surfaces thereof and the wall is placed between the bar surfaces opposite to the fastened surfaces and is made of a flake insulating material.
Description
СБОРНАЯ БАЛОЧНАЯ КОНСТРУКЦИЯ COMBINED BEAM CONSTRUCTION
Изобретение относится к области строительства, в частности к длинномерным строительным консл^уιαjиям из древесины, и может быть использовано в качестве несущей части стен или переiφытий.The invention relates to the field of construction, in particular, to long-length construction consulments made of wood, and can be used as a bearing part of walls or transitions.
Известна сборная балочная конструкция двутаврового сечения, включающая плоскую фанерную стенку и. соединенные с ней пояса из склеенных пластов досок или цельных: брусьев. Для снижения расхода древесины пояса выполнены распиливанием общей заготовки прямоугольного сечения по диагонали и приклеены к фанерной стенке острым углом таврового сечения вовнутрь (RU 2052043, E04C 3/12, 1996).Known prefabricated beam construction of an I-section, including a flat plywood wall and. belts connected to it from glued layers of boards or solid: beams. To reduce the consumption of wood, the belts are made by sawing a common billet of rectangular cross section diagonally and glued to the plywood wall with an acute angle of the T-section inward (RU 2052043, E04C 3/12, 1996).
Известна также сборная балочная конструкция, выполненная в виде полого блока, состоящего из расположенных вертикальными рядами на определенном расстоянии друг от друга с образованием полости продольных элементов. На верхних и/или нижших гранях элементов выполнены продольные пазы и выступы. Продольные элементы в каждом ряду скреплены по высоте, а смежные ряды продольных элементов объединены между собой посредством, по меньшей мере, одного связующего элемента, имеющего на противоположных гранях, ориентированных вдоль продольной оси блока, пазы и выступы, входящие в зацепление соответственно с выступами и пазами продольных элементов смежных рядов. В каждом ряду на расстоянии друг от друга по длине блока, равном модулю, выполнены вертикальные сквозные и/или глухие отверстш и/или пазы для установки в них фиксаторов с размещением между ними связующих элементов, имеющих длину, кратную модулю (RU 2204668, Б04C 3/12, Б04B 1/10, 2003). В другом варианте сборная балочная конструкция содержит пакет склеенных между собой досок и продольных вставок с образованием пустотных камер, расположенных между параллельными досками пакета (EP 006904O5 E04C 3/14, E04C 3/12, 1983). Продольные вставки могут быть выполнены с установочными пазами и вы-
ступами для фиксации блочных элементов в сборной конструкции (RU 2266376, Б04C 3/12, 2005).Also known prefabricated beam structure made in the form of a hollow block, consisting of vertically arranged rows at a certain distance from each other with the formation of a cavity of longitudinal elements. On the upper and / or lower faces of the elements, longitudinal grooves and protrusions are made. The longitudinal elements in each row are fastened together in height, and the adjacent rows of longitudinal elements are interconnected by at least one connecting element having, on opposite faces oriented along the longitudinal axis of the block, grooves and protrusions engaged with protrusions and grooves, respectively longitudinal elements of adjacent rows. In each row, at a distance from each other along the length of the unit equal to the module, vertical through and / or blind holes and / or grooves are made for installing clamps in them with the placement of connecting elements between them having a length multiple of the module (RU 2204668, B04C 3 / 12, B04B 1/10, 2003). In another embodiment, the prefabricated beam structure contains a package of glued boards and longitudinal inserts with the formation of hollow chambers located between parallel boards of the package (EP 006904O 5 E04C 3/14, E04C 3/12, 1983). Longitudinal inserts can be made with installation grooves and stupas for fixing block elements in a prefabricated structure (RU 2266376, Б04C 3/12, 2005).
Наиболее близкой к заявляемой является сборная балочная конструкция, состоящая из верхнего и нижнего древесных щитов, стенки в виде бру- CKOB7 расположенных между древесными щитами с образованием пустотных камер, и элементов, связывающих стенку с древесными щитами (RU 2032042, E04C 3/12, 1995).Closest to the claimed is a prefabricated beam structure, consisting of upper and lower wood panels, walls in the form of a beam of CKOB 7 located between the wood panels with the formation of hollow chambers, and elements that connect the wall with wood panels (RU 2032042, E04C 3/12, 1995).
Однако использование указанных конструкций обеспечивает выполнение только несущей функции в построенном объекте без QГО утепления.However, the use of these structures ensures the performance of only the supporting function in the constructed object without QGO insulation.
Решаемой технической задачей является обеспечение утепления объекта, построенного с использованием сборной балочной конструкции без дополнительного введения утепляющих элементов.The technical problem to be solved is the provision of insulation of an object constructed using a prefabricated beam structure without additional introduction of insulation elements.
Решение указанной технической задачи состоит в том, что в сборную балочную конструкцию, состоящую из верхнего и нижнего щитов, стенки и брусков, расположенных между щитами с образованием пустотных камер, вносятся следующие изменения:The solution to this technical problem is that the following changes are made to the prefabricated beam structure, consisting of upper and lower panels, walls and bars located between the panels with the formation of hollow chambers:
1) бруски прикреплены одной из боковых поверхностей к внутренним: поверхностям каждого из щитов;1) the bars are attached to one of the side surfaces to the inside: the surfaces of each of the shields;
2) стенка установлена между боковыми поверхностями брусков, противоположными прикрепленным поверхностям;2) the wall is installed between the side surfaces of the bars opposite to the attached surfaces;
3) стенка выполнена из пластинчатого з^теплителя (данополнстирола, полиуретана, пеноплекса ит.п.).3) the wall is made of a lamellar heat exchanger (danopolystyrene, polyurethane, polystyrene, etc.).
Причинно-следственная связь предложенного технического решения с достигнутым техническим результатом заключается в том, что в данной конструкции стенка, будучи изготовленной из пластинчатого утеплителя, обеспечивает не только усиление несущей способности конструкции, но и тепловую защиту построенного объекта. При этом теплозащита усиливается также наличием двух воздушных зазоров в виде пустотных камер между стенкой и
каждым из щитов, тогда как в прототшшой конструкции имеется лишь одна пустотная камера.The causal relationship of the proposed technical solution with the achieved technical result is that in this design the wall, being made of plate insulation, provides not only an increase in the bearing capacity of the structure, but also thermal protection of the constructed object. In this case, thermal protection is also enhanced by the presence of two air gaps in the form of hollow chambers between the wall and each of the shields, while in the prototyped design there is only one hollow chamber.
Наиболее целесообразно выполнение брусков в виде длинных реек. В этом случае они образуют со щитом, к которому прикреплены, конфигурацию тавра.The most appropriate implementation of the bars in the form of long rails. In this case, they form the configuration of the brand with the shield to which they are attached.
В качестве верхнего и нижнего щитов могут быть использованы дре- весно-стружечные плиты.Particle boards can be used as upper and lower shields.
На фиг. 1 и 2 изображены варианты сборной балочной конструiщϊш с тавровым и двутавровым выполнением соединения щитов с брусками.In FIG. Figures 1 and 2 show variants of a prefabricated beam construction with tee and double tee construction of connecting boards with bars.
Сборная балочная конструкция (фиг. 1) состоит из верхнего и нижнего древесных щитов (поз. 1 и 2 соответственно), стенки 3 и двух пар деревянных брусков 4Э расположенных между древесными щитами 1 и 2 и приклеенных одной из боковых поверхностей к внутренним поверхностям каждого из древесных щитов. Стенка 3 установлена между поверхностами брусков 4г противоположными приклеенным, и выполнена из пластинчатого утеплителя. В данном варианте стенка 3 жестко связана с брусками 4 с помощью стягивающей обвязки 5S прибитой к наружным боковым поверхностям брусков 4. Возможен вариант сборки, где стенка 3 вклеена между соответствующими парами брусков 4.The prefabricated beam structure (Fig. 1) consists of upper and lower wood panels (items 1 and 2, respectively), a wall 3 and two pairs of wooden blocks 4 E located between the wood panels 1 and 2 and glued one of the side surfaces to the inner surfaces of each from wood shields. The wall 3 is installed between the surfaces of the 4 g bars opposite the glued ones, and is made of plate insulation. In this embodiment, the wall 3 is rigidly connected to the bars 4 using a tightening strap 5 S nailed to the outer side surfaces of the bars 4. An assembly option is possible, where the wall 3 is glued between the corresponding pairs of bars 4.
Пустотные камеры 6 и 7, образованные между стенкой 3 и щитами 1 и 2 соответственно, могут быть использованы в качестве вентилируемого фасада, а также для прокладки инженерных сетей.Hollow chambers 6 and 7, formed between the wall 3 and the shields 1 and 2, respectively, can be used as a ventilated facade, as well as for laying utility networks.
В варианте фиг. 2 сборная балочная конструкция дополнительно содержит еще 2 пары брусков 4, прикрепленных к внешним сторонам обшивки 5 с образованием 2-тaвpoвыx сечений соответствующих элементов 4 и 5 в плоскости, перпендикулярной щитам I и 2. Этот вариант удобен для монтажа щитов I и 2 смежных балочных конструкций, а также при выполнении дверных или оконных проемов.
Таким образом, по сравнению с прототипом, предлагаемая сборная балочная конструкция, помимо несущей функции, выполняет также тепловую изоляцию объекта строительства без усложнения сооружения.In the embodiment of FIG. 2, the prefabricated beam structure additionally contains 2 more pairs of bars 4 attached to the outer sides of the sheathing 5 with the formation of 2-T-sections of the corresponding elements 4 and 5 in a plane perpendicular to the panels I and 2. This option is convenient for mounting panels I and 2 of the adjacent beam structures , as well as when performing door or window openings. Thus, in comparison with the prototype, the proposed prefabricated beam structure, in addition to the supporting function, also performs thermal insulation of the construction object without complicating the structure.
Другими видами положительного эффекта, производными от достигнутого, являются:Other types of positive effects derived from the achieved are:
— повышение несущей способности конструкции, особенно в варианте с формированием таврового соединения элементов;- increase the bearing capacity of the structure, especially in the embodiment with the formation of the T-joint of the elements;
— надежное закрепление утеплителя и отделочных плит (TBJI3, ОСП и т.д.) без дополнительной обрешетки;- reliable fastening of a heater and finishing plates (TBJI 3 , OSB, etc.) without additional crate;
— технологичность изготовления (не требуется высокоточного дорогостоящего оборудования, целевое изделие может собираться из заготовленных элементов путем стендовой сборки, в том числе непосредственно на строительной площадке);- manufacturability (high-precision expensive equipment is not required, the target product can be assembled from harvested elements by bench assembly, including directly at the construction site);
— общедоступность и низкая стоимость используемых сырья и материалов;- the general availability and low cost of the raw materials used;
— обеспечение необходимых зазоров для прокладки инженерных сетей и вентиляционных магистралей;- providing the necessary gaps for laying engineering networks and ventilation ducts;
— небольшой вес (3,5 кг/п.м. при высоте 200 мм), что облегчает транспортировку и монтаж конструкции;- light weight (3.5 kg / lm. At a height of 200 mm), which facilitates the transportation and installation of the structure;
— отсутствуют мостики холода при использовании конструкции в соединении с пенополистирольными плитами в качестве ограждения;- there are no cold bridges when using the design in conjunction with polystyrene plates as a fence;
— универсальность применения (стеновые панели, перекрытия, стропильные фермы и т.д.).
- universality of application (wall panels, floors, roof trusses, etc.).
Claims
1. Сборная балочная конструкция, состоящая из верхнего и нижнего щитов, стенки и брусков, расположенных между щитами с образованием пустотных камер, отличающаяся тем, что бруски прикреплены одной из боковых поверхностей к внутренним поверхностям каждого из щитов, а стенка установлена между поверхностями брусков, противоположными прж- крепленным поверхностям, и выполнена из пластинчатого утеплителя.1. The prefabricated beam structure, consisting of upper and lower boards, walls and bars located between the boards with the formation of hollow chambers, characterized in that the bars are attached to one of the side surfaces to the inner surfaces of each of the boards, and the wall is installed between the surfaces of the bars, opposite przh- fastened surfaces, and made of plate insulation.
2. Сборная балочная конструкция по п. 1, отличающаяся тещ что бруски прикреплены к щитам с образованием конфигурации тавра. 2. The prefabricated beam structure according to claim 1, characterized in that the bars are attached to the shields with the formation of a configuration of the brand.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| RU2006136991 | 2006-10-18 | ||
| RU2006136991 | 2006-10-18 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2008048138A1 true WO2008048138A1 (en) | 2008-04-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/RU2006/000698 WO2008048138A1 (en) | 2006-10-18 | 2006-12-25 | Built-up beam structure |
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|---|---|
| WO (1) | WO2008048138A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2319373A1 (en) * | 2008-08-06 | 2009-05-06 | Universidad Politecnica De Madrid | Light forged for floors (Machine-translation by Google Translate, not legally binding) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3017332A1 (en) * | 1980-05-06 | 1981-11-12 | Masonite AB, Rundviksverken | Roofing element for greater span lengths - has I=beam spacers between thicker wood upper and thinner metal lower skins |
| US4658557A (en) * | 1982-04-26 | 1987-04-21 | Mulford Cass E | Building wall construction |
| FR2722228A1 (en) * | 1994-07-08 | 1996-01-12 | Sironi Monde Pierre | Prefabricated building construction using elements contg. treated wood |
| DE19858528A1 (en) * | 1998-12-18 | 2000-07-06 | Lebensraeume Hausbau & Bautrae | Prefabricated wood-framed wall element has double T-framework structure with internal cladding attachable on outside of strut on building side and inside panel fixed on inside of this strut |
-
2006
- 2006-12-25 WO PCT/RU2006/000698 patent/WO2008048138A1/en active Application Filing
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3017332A1 (en) * | 1980-05-06 | 1981-11-12 | Masonite AB, Rundviksverken | Roofing element for greater span lengths - has I=beam spacers between thicker wood upper and thinner metal lower skins |
| US4658557A (en) * | 1982-04-26 | 1987-04-21 | Mulford Cass E | Building wall construction |
| FR2722228A1 (en) * | 1994-07-08 | 1996-01-12 | Sironi Monde Pierre | Prefabricated building construction using elements contg. treated wood |
| DE19858528A1 (en) * | 1998-12-18 | 2000-07-06 | Lebensraeume Hausbau & Bautrae | Prefabricated wood-framed wall element has double T-framework structure with internal cladding attachable on outside of strut on building side and inside panel fixed on inside of this strut |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2319373A1 (en) * | 2008-08-06 | 2009-05-06 | Universidad Politecnica De Madrid | Light forged for floors (Machine-translation by Google Translate, not legally binding) |
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