CN210238892U - Orthogonal glued wood floor with composite structure - Google Patents
Orthogonal glued wood floor with composite structure Download PDFInfo
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- CN210238892U CN210238892U CN201920980331.4U CN201920980331U CN210238892U CN 210238892 U CN210238892 U CN 210238892U CN 201920980331 U CN201920980331 U CN 201920980331U CN 210238892 U CN210238892 U CN 210238892U
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Abstract
The utility model discloses a composite construction quadrature veneer timber superstructure belongs to timber structure building field. The orthogonal laminated wood floor with the composite structure comprises an orthogonal laminated wood board, wherein a plurality of engineering wood beams are arranged below the orthogonal laminated wood board along the secondary direction, the length direction of the engineering wood beams is parallel to the main direction of the orthogonal laminated wood board, two adjacent engineering wood beams and the lower surface of the orthogonal laminated wood board enclose a channel, the channel is communicated along the main direction of the orthogonal laminated wood board, and the engineering wood beams are rigidly connected with the orthogonal laminated wood board. The utility model discloses a rational arrangement of engineering wood beam when not increasing floor thickness, can effectively increase the intensity and the rigidity of floor, promotes span and anti-seismic performance of floor under the same design load, reduces the use of intermediate column, provides bigger space for architectural design.
Description
Technical Field
The utility model belongs to timber structure building field, specifically speaking is a composite construction quadrature veneer lumber system.
Background
Cross-glued wood is an engineered wood product invented in europe in the early nineties of the twentieth century. With decades of development, the solar energy heat collector is popular worldwide and is increasingly used in some residential buildings and non-residential buildings. The orthogonal laminated wood is generally formed by vertically and symmetrically assembling laminated solid wood sawn timber or engineering wood (at least 3 layers) and then gluing the assembled components by using a structural adhesive, and is a prefabricated engineering wood product with good bidirectional mechanical property and high strength.
Compared with solid wood, the cross-glued wood has good dimensional stability. The orthogonal structure of adjacent layers of the orthogonal laminated wood results in the same dry shrinkage and wet expansion performance in the main direction and the secondary direction of the material. The research shows that the linear dry shrinkage and wet expansion coefficient of the orthogonal laminated wood is 0.02 percent, and the dimensional stability of the orthogonal laminated wood is 12 times of the dimensional stability of the cross grain direction of the solid wood and the laminated wood. The high stability of this kind of size makes the CLT can prefabricate in the mill to can process into floor panel, shingle nail and roof boarding that contains the great dimensional specification of door and window entrance to a cave according to the building design drawing.
In high-rise wood structure buildings, the orthogonal laminated wood can be directly used as a floor slab of a wood structure. The span of the floor slab refers to the distance between the support columns at the two ends of the floor slab. Orthogonal laminated wood is directly applied as a floor slab, and the span of the orthogonal laminated wood depends on the number of layers of the orthogonal laminated wood. In the timber structure building, in order to satisfy the requirement of building to the floor span, at present mostly adopt and increase the number of piles, reach and promote the floor span, solve the problem that the floor span is little. However, directly increasing the number of layers of the orthogonal laminated wood can significantly increase the weight of the floor slab, so that additional columns need to be added to meet the design requirements, which limits the application of the orthogonal laminated wood floor slab in high-rise wood structure buildings.
SUMMERY OF THE UTILITY MODEL
1. Problems to be solved
The problem that the existing orthogonal glued wood floor structure is large in weight and small in span, so that the building design is greatly limited is solved. The utility model provides a composite construction quadrature veneer lumber system, through the engineering wood beam structure of quadrature veneer lumber bottom, effectively promote superstructure intensity and rigidity, when promoting the superstructure span, do not show to increase superstructure weight significantly.
2. Technical scheme
In order to solve the above problems, the utility model adopts the following technical proposal.
The utility model provides a composite construction quadrature plywood superstructure, includes quadrature plywood, quadrature plywood below is provided with a plurality of engineering timber beams along its secondary direction, the length direction of engineering timber beam with the main direction of quadrature plywood is parallel, adjacent two engineering timber beam encloses into the passageway with quadrature plywood lower surface, the passageway link up along the main direction of quadrature plywood, engineering timber beam with quadrature plywood rigid connection.
Preferably, the rigid connection is a metal fastener connection or an adhesive connection.
Preferably, a structural shaving board is arranged below the engineering wood beam and is rigidly connected with the engineering wood beam.
Preferably, the grain-following direction of the structural chipboard is parallel to the main direction of the engineered wood beam.
Preferably, the structure shaving board below is equipped with the gypsum board, the gypsum board with structure shaving board rigid connection.
Preferably, the composite structure orthogonal laminated wood floor further comprises a sound insulation material, the sound insulation material is arranged in the channel, and the sound insulation material is rigidly connected with the inner wall of the channel.
Preferably, the orthogonal plywood plate is sequentially provided with a first layer plate, a second layer plate and a third layer plate from top to bottom, the first layer plate and the second layer plate are vertically assembled, and the second layer plate and the third layer plate are vertically assembled.
Preferably, the engineering wood beam is any one of laminated wood, laminated veneer lumber or recombined bamboo.
Preferably, the distance between adjacent engineering wood beams is consistent.
Preferably, the distance between two adjacent engineering wood beams is 40-60 cm.
3. Advantageous effects
Compared with the prior art, the beneficial effects of the utility model are that:
(1) composite construction quadrature veneer lumber superstructure, its quadrature veneer plank below is provided with the engineering wood roof beam along its second direction, the length direction of engineering wood roof beam is parallel with the main direction of quadrature veneer plank, has effectively improved performance such as intensity, rigidity and vibration of quadrature veneer plank main direction, when not increasing floor thickness, can effectively increase the intensity and the rigidity of floor, promotes the span of floor, avoids increasing extra intermediate column. Compared with the prior art that the number of layers of the orthogonal laminated wood is increased, the span is improved, the use of the middle upright posts is reduced, and a larger space is provided for building design;
(2) the utility model discloses a composite construction quadrature veneer lumber superstructure, its engineering wood roof beam is when using, and the side directly links to each other with the wall body or the stand that the floor both sides are connected, and floor load passes through quadrature veneer lumber and engineering wood roof beam, transmits to the wall body or the stand, forms the space bearing capacity system, increases the bearing capacity and the rigidity of whole superstructure to promote the superstructure span;
(3) the orthogonal glued wood floor system with the composite structure has the advantages that the through passage is reserved between the adjacent engineering wood beams, so that the sound insulation material, the suspended ceiling structure, the line, the pipeline and the like can be conveniently installed, the space between the engineering wood beams is reasonably utilized, the sound insulation performance of the floor system is ensured, and a more free design space is provided for the building;
(4) the orthogonal laminated wood floor with the composite structure adopts rigid connection between the orthogonal laminated wood board and the engineering wood beam, can effectively transmit floor load to the engineering wood beam, and improves the overall mechanical property of the floor;
(5) the orthogonal glued wood floor system with the composite structure adopts the structure shaving board to cover the bottom of the engineering wood beam and adopts rigid connection, thereby further controlling the deformation of the wood floor system under load and improving the stability of the whole structure, thereby improving the anti-seismic performance of the whole structure;
(6) the composite structure orthogonal laminated wood floor system adopts the gypsum board to cover the bottom of the structural shaving board, thereby effectively improving the fireproof performance of the composite structure orthogonal laminated wood floor system;
(7) composite construction quadrature veneer timber superstructure no matter be at engineering prefabricated processing, be applied to assembled high-rise timber structure building, still on-the-spot installation component, all easily assemble, be convenient for use.
Drawings
Figure 1 is a diagram of a composite construction orthogonal glued wood floor.
In the figure: 1. orthogonal gluing the wood board; 101. a first laminate; 102. a second laminate; 103. a third laminate; 2. an engineering wood beam; 3. a structural particle board; 4. a gypsum board; 5. a sound insulating material; 6. a channel.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Example 1
The present invention will be further described with reference to the accompanying drawings.
Referring to fig. 1, the orthogonal laminated wood floor system with the composite structure is applied to a high-rise wood structure building, and comprises an orthogonal laminated wood board 1 and a plurality of engineering wood beams 2, wherein the engineering wood beams 2 are arranged below the orthogonal laminated wood board 1, and the engineering wood beams 2 are rigidly connected with the orthogonal laminated wood board 1.
In this embodiment, the engineering wood beam 2 is rigidly connected with the orthogonal plywood 1, so that the floor load can be effectively transmitted to the engineering wood beam 2, and the overall mechanical property of the floor is improved. Specifically, when the orthogonal laminated wood floor with the composite structure is prefabricated in a factory, the orthogonal laminated wood floor 1 and the engineering wood beam 2 are in rigid connection by adopting an adhesive. When the orthogonal plywood 1 and the engineering wood beam 2 are assembled on a construction site, a rigid connection is formed by adopting a metal fastener. Wherein, the metal fastener is L-shaped metal connecting piece and self-tapping screw.
In the prior art, the orthogonal laminated wood can be directly used as a floor slab with a wood structure, the span of the floor slab depends on the number of layers of the orthogonal laminated wood 1, but the number of layers is directly increased, so that the weight of the floor slab is obviously increased, therefore, an additional upright post needs to be additionally arranged at the middle position below the floor slab to support the floor slab and improve the load of the floor slab, the design requirement is met, the building cost is increased, the use of a building space is limited, and the design difficulty is increased.
The mechanical properties of the cross-glued wood product are divided into two aspects, namely a major direction and a minor direction, wherein the major direction is parallel to the grains of the surface layer material, and the minor direction is perpendicular to the grains of the surface layer material. The inventor of the present application has found through research that the span size of the orthogonal plywood floor is shown to depend on the number of layers of the orthogonal plywood 1, and actually depends on the properties of the orthogonal plywood 1, such as strength, rigidity, vibration, and the like, in the main direction.
Therefore, the inventor designs the position relationship between the engineering wood beam 2 and the orthogonal plywood 1 into the way that the length direction of the engineering wood beam 2 is parallel to the main direction of the orthogonal plywood 1, so that the strength, the rigidity, the vibration and other properties of the orthogonal plywood 1 in the main direction are effectively improved, and the strength and the rigidity of the orthogonal plywood floor system with the composite structure are effectively improved. And the engineering wood beam 2 is directly connected with the wall or the upright column connected with the two sides of the floor slab on the side surface, the engineering wood beam 2 is connected with the wall or the upright column, the floor load is transmitted to the wall or the upright column through the orthogonal glued wood board 1 and the engineering wood beam 2 to form a space bearing system, and the bearing capacity and the rigidity of the whole floor system are increased, so that the span of the floor system is improved. Therefore, this application need not add and establishes the stand, can reach the effect that increases the span to the superstructure dead weight has been reduced. Meanwhile, the lower surfaces of the two adjacent engineering wood beams 2 and the orthogonal plywood board 1 are encircled to form a channel 6, and the channel 6 is communicated along the main direction of the orthogonal plywood board 1. The tunnel 6 provides a larger space for the arrangement of pipes, tubes, sound insulation and the like for the architectural decoration.
In order to evenly distribute the floor load, the distance between the adjacent engineering wood beams 2 is consistent in the embodiment. In view of the fact that the arrangement number of the engineering wood beams 2 in the 1-time direction of the orthogonal glued wood board is directly controlled by the distance between the engineering wood beams 2, the distance is too small, the number of the engineering wood beams 2 is increased, the self weight and the cost of a floor system are increased, the distance is too large, the number of the engineering wood beams 2 is reduced, and the design performance requirements may not be met. In order to balance the self weight and the design performance of the orthogonal laminated wood floor system with the composite structure, the distance between two adjacent engineering wood beams 2 is set to be 40cm in the embodiment.
In the embodiment, the sectional dimension and the length of the engineering wood beam 2 are convenient to control, and the design requirement of the floor system is further met. The engineered wood beam 2 in this embodiment is laminated wood. In addition, in order to increase the span of the composite structure orthogonal plywood floor, when the floor of the composite structure orthogonal plywood floor is formed by connecting a plurality of orthogonal plywood boards 1, the engineered wood beam 2 is positioned below the joint of the adjacent orthogonal plywood boards 1.
In order to reduce the weight of the orthogonal laminated wood floor system with the composite structure, the orthogonal laminated wood floor 1 is provided with 3 layers of structures, namely a first layer plate 101, a second layer plate 102 and a third layer plate 103 from top to bottom, and the adjacent two layer plates are fixed by using an adhesive. The first ply 101 is vertically assembled with a second ply 102, and the second ply 102 is vertically assembled with a third ply 103. The first layer 101 is a sawn timber, the second layer 102 is a laminated veneer lumber, and the third layer 103 is a sawn timber.
Example 2
Referring to fig. 1, the structure of the orthogonal glued wood floor system with a composite structure according to the present embodiment is substantially the same as that of embodiment 1, except that the distance between the adjacent engineered wood beams 2 in the present embodiment is set to be 50cm, a sound insulation material 5 is disposed in the channel 6, and the sound insulation material 5 is a member capable of isolating, cutting off and separating noise transmitted in the air. The sound insulating material 5 in this embodiment may be a fiberboard. The fiber board is arranged in the channel 6, so that the space between the engineering wood beams 2 is reasonably utilized, and the sound insulation performance of the floor is ensured.
Wherein, in order to increase the connection strength of the sound insulation material 5 and the inner wall of the channel 6, the sound insulation material 5 is rigidly connected with the inner wall of the channel 6 in the embodiment. The specific connection mode is as follows: the sound insulation material 5 is arranged on the bottom surface of the orthogonal plywood 1 through an L-shaped metal connecting piece and a self-tapping screw. Of course, the sound insulation material 5 and the inner wall of the channel 6 can be rigidly connected by other methods such as common screw nails and the like.
In this embodiment, in order to facilitate the control of the sectional dimension and the length of the engineering wood beam 2, thereby satisfying the design requirements of the floor system, and simultaneously, reducing the use of solid wood sawn timber, the engineering wood beam 2 in this embodiment is a single-board laminated building block. The second plies 102 of the orthogonal plywood sheet 1 in this embodiment are also veneer layer blocks.
Example 3
Referring to fig. 1, the structure of the orthogonal glued wood floor system with a composite structure according to the present embodiment is substantially the same as that of embodiment 1, except that the engineered wood beams 2 in the present embodiment are recombined bamboos, the distance between the adjacent engineered wood beams 2 is set to be 60cm, sound insulation materials 5 are arranged in the channels 6, and the sound insulation materials 5 in the present embodiment are rigidly connected with the inner walls of the channels 6. The specific connection mode is as follows: and the sound insulation material 5 is arranged on the side surface of the engineering wood beam 2 through an L-shaped metal connecting piece and a self-tapping screw. Of course, the sound insulation material 5 can also be rigidly connected and fixed on the side surface of the engineering wood beam 2 by adopting other modes such as common screw nails and the like.
Meanwhile, in order to enhance the overall stability of the orthogonal laminated wood floor system with the composite structure, a structural shaving board 3 is arranged below the engineering wood beam 2. The structural shaving board 3 is used as a covering decorative material commonly used in a wood structure building, has good strength along the grain direction, the grain direction of the structural shaving board 3 is parallel to the main direction of the engineering wood beam 2, and the deformation of the orthogonal laminated wood floor system with the composite structure under load can be further controlled, so that the integral stability of the structure is improved.
In order to enhance the connection strength between the engineering wood beam 2 and the structural shaving board 3 and control the deformation of the orthogonal laminated wood floor system with the composite structure under load, the structural shaving board 3 is rigidly connected with the bottom surface of the engineering wood beam 2. The specific connection mode is as follows: the structure shaving board 3 and the engineering wood beam 2 are connected through screw nails, and the screw nails penetrate through the structure shaving board 3 and are nailed at the bottom of the engineering wood beam 2 to fix the structure shaving board 3 on the bottom surface of the engineering wood beam 2. Usually, receive the restriction of 3 specifications of structural shaving board, all be equipped with polylith structural shaving board 3 on the compound structure quadrature veneer wood floor, adjacent two still leave 2 mm's movement joint between the structural shaving board 3, prevent that structural shaving board 3 from can producing the deformation under the effect of external factor often, lead to the appearance of fracture or even destruction condition.
At present, the fireproof performance of the wood structure building is lower. In order to improve the fireproof performance of the orthogonal laminated wood floor system with the composite structure in the embodiment, a gypsum board 4 is arranged below the structure shaving board 3. The bottom rigid connection of gypsum board 4 and structural chipboard 3, concrete connection mode is as follows: gypsum board 4 adopts the screw connection with structure shaving board 3, and the screw passes gypsum board 4 and follows closely in 3 bottoms of structure shaving board, fixes gypsum board 4 in the bottom surface of structure shaving board 3.
The above-mentioned embodiments only represent the preferred embodiments of the present invention, and the description thereof is more specific and detailed, but not to be construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several changes, modifications and substitutions can be made, which are all within the scope of the present invention.
Claims (10)
1. The utility model provides a composite construction quadrature veneer lumber system, includes quadrature veneer lumber (1), its characterized in that, quadrature veneer lumber (1) below is provided with a plurality of engineering timber girders (2) along its secondary direction, the length direction of engineering timber girder (2) with the main direction of quadrature veneer lumber (1) is parallel, adjacent two engineering timber girder (2) and quadrature veneer lumber (1) lower surface enclose into passageway (6), passageway (6) link up along the main direction of quadrature veneer lumber (1), engineering timber girder (2) with quadrature veneer lumber (1) rigid connection.
2. The composite structure orthogonal plywood floor of claim 1, wherein said rigid connection is a metal fastener connection or an adhesive connection.
3. The orthogonal glued wood floor system of composite construction according to claim 1, characterised in that a structural chipboard (3) is provided below said engineered wood beam (2), said structural chipboard (3) being rigidly connected to said engineered wood beam (2).
4. -composite-structured orthogonal plywood floor according to claim 3, characterized in that the grain-following direction of the structural particle board (3) is parallel to the main direction of the engineered wood beams (2).
5. A composite construction orthogonal plywood floor according to claim 3, wherein a plasterboard (4) is provided beneath said structural particle board (3), said plasterboard (4) being rigidly connected to said structural particle board (3).
6. The composite structure orthogonal laminated wood floor system according to claim 1, further comprising a sound insulation material (5), wherein the sound insulation material (5) is arranged in the channel (6), and the sound insulation material (5) is rigidly connected with the inner wall of the channel (6).
7. The composite-structure orthogonal plywood floor according to claim 1, wherein said orthogonal plywood (1) is provided with a first laminate (101), a second laminate (102) and a third laminate (103) in sequence from top to bottom, said first laminate (101) being assembled perpendicularly to said second laminate (102), said second laminate (102) being assembled perpendicularly to said third laminate (103).
8. The composite structure orthogonal laminated wood floor system according to claim 1, wherein the engineered wood beam (2) is any one of laminated wood, laminated veneer lumber or recombined bamboo.
9. The composite structure orthogonal laminated wood floor system according to claim 1, wherein the adjacent engineered wood beams (2) have a uniform spacing.
10. The orthogonal glued wood floor system with the composite structure as claimed in claim 9, wherein the distance between two adjacent engineered wood beams (2) is 40-60 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920980331.4U CN210238892U (en) | 2019-06-26 | 2019-06-26 | Orthogonal glued wood floor with composite structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920980331.4U CN210238892U (en) | 2019-06-26 | 2019-06-26 | Orthogonal glued wood floor with composite structure |
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| Publication Number | Publication Date |
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| CN210238892U true CN210238892U (en) | 2020-04-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920980331.4U Expired - Fee Related CN210238892U (en) | 2019-06-26 | 2019-06-26 | Orthogonal glued wood floor with composite structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364666A (en) * | 2020-04-09 | 2020-07-03 | 华侨大学 | Construction method of raw soil-laminated wood composite floor slab |
| CN113152759A (en) * | 2021-04-26 | 2021-07-23 | 中国林业科学研究院木材工业研究所 | Assembled prestressing force reinforcing quadrature veneer wood floor |
| NL1043624B1 (en) * | 2020-05-07 | 2021-11-23 | Abh Holding Bv | Method for manufacturing a floor from wood strips, and a floor built from wood strips |
-
2019
- 2019-06-26 CN CN201920980331.4U patent/CN210238892U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364666A (en) * | 2020-04-09 | 2020-07-03 | 华侨大学 | Construction method of raw soil-laminated wood composite floor slab |
| CN111364666B (en) * | 2020-04-09 | 2022-03-08 | 华侨大学 | Construction method of raw soil-laminated wood composite floor slab |
| NL1043624B1 (en) * | 2020-05-07 | 2021-11-23 | Abh Holding Bv | Method for manufacturing a floor from wood strips, and a floor built from wood strips |
| CN113152759A (en) * | 2021-04-26 | 2021-07-23 | 中国林业科学研究院木材工业研究所 | Assembled prestressing force reinforcing quadrature veneer wood floor |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200403 Termination date: 20210626 |