CN106988478A - Staggered glued bamboo-wood combined CLBT (laminated bamboo-rubber) thick plate structure capable of serving as wall and floor - Google Patents
Staggered glued bamboo-wood combined CLBT (laminated bamboo-rubber) thick plate structure capable of serving as wall and floor Download PDFInfo
- Publication number
- CN106988478A CN106988478A CN201710357180.2A CN201710357180A CN106988478A CN 106988478 A CN106988478 A CN 106988478A CN 201710357180 A CN201710357180 A CN 201710357180A CN 106988478 A CN106988478 A CN 106988478A
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- China
- Prior art keywords
- bamboo
- wood
- floor
- wall
- thick plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000002023 wood Substances 0.000 title claims abstract description 71
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 70
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 70
- 241001330002 Bambuseae Species 0.000 claims abstract description 70
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 70
- 239000011425 bamboo Substances 0.000 claims abstract description 70
- 238000004026 adhesive bonding Methods 0.000 claims abstract description 7
- 239000000835 fiber Substances 0.000 claims abstract description 4
- 239000011229 interlayer Substances 0.000 claims description 6
- 238000003032 molecular docking Methods 0.000 claims description 4
- 239000003292 glue Substances 0.000 claims description 3
- 238000009499 grossing Methods 0.000 claims description 2
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 210000001503 joint Anatomy 0.000 claims description 2
- 241000894007 species Species 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 4
- 238000004321 preservation Methods 0.000 abstract 1
- 238000010079 rubber tapping Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 238000009413 insulation Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 2
- 241001282153 Scopelogadus mizolepis Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
- E04C2/12—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
Abstract
The invention discloses a staggered glued bamboo-wood combined CLBT thick plate structure capable of being used as a wall body and a floor slab, which comprises a bamboo-wood combined thick plate component, wherein the bamboo-wood combined thick plate component is formed by staggered gluing of multiple layers of bamboo and wood, the main fiber directions of the bamboo and the wood can be mutually parallel or staggered and vertically arranged, the edges of the bamboo-wood combined thick plate component are provided with convex-concave staggered grooves, and the convex-concave edges of the adjacent connected bamboo-wood combined thick plate components are aligned and occluded and are fixed through self-tapping bolts. The thickness of the invention is more than 90mm, and the invention can be directly used as the thickness of building walls and floors. The invention has the advantages of low cost because the gluing is carried out at normal temperature, full utilization of the apparent form and material characteristics of bamboo and wood, beautiful form, controllable heat preservation and mechanical property, strong practicability and the like, and can provide a novel member for civil engineering and building design.
Description
Technical field
The invention belongs to civil construction project technical field, and in particular to interlock glued bamboo and wood flitch chunk component.
Background technology
The timber buildings of China have far-reaching history, and timber structure is mixed relative to traditional steel, brick, armored concrete knot
Structure, have the advantages that architectural energy consumption is few, anti-seismic performance is good, easy construction, energy-saving heat preserving, environment it is friendly.But because last century is big
Scale is cut down, and the forest reserves of China are almost deficient, thus country has put into effect strict forest conservation measure.Meanwhile, actively carry out
Afforestation, is especially the increase in many fast-growing woods, and these fast-growing woods have arrived at or close to can cutting cycle.China possesses generation
Bamboo resource the abundantest in boundary.The physical and mechanical property of bamboo wood and timber are similar, and with light weight, price it is low,
Extensively, the advantages of particularly processing maturation period is short is a kind of material of more environmental protection for good toughness, material source.At present, it is glued
Wood, cemented bamboo has all been applied in civil structure, and the laminated structure application of particularly external industrialized country is widely.
Exploitation timber and the structural elements that combines of bamboo wood and realize its application in civil structure can make full use of bamboo wood and
Timber is respective a little, provides that various energy-conserving and environment-protective, form be attractive in appearance, mechanical property is good, lightweight, practical for engineering circles
Structural elements.
The content of the invention
The invention aims to overcome the deficiencies in the prior art, and provide that a kind of energy-conserving and environment-protective, form be attractive in appearance, performance
Excellent, lightweight, practical bamboo and wood combining structure slab component, the wall and floor construction that can be built for construction.
The technical solution adopted by the present invention is:It is a kind of to combine CLBT slabs as the staggeredly glued bamboo and wood of wall and floor
Structure, CLBT (Cross Laminated Bamboo and Timber), including bamboo and wood flitch chunk component, by multilayer bamboo wood
Formed with timber gluing of interlocking, the primary fibre direction of bamboo wood and timber is parallel to each other or serrated vertical arrangement, bamboo and wood flitch chunk
The edge of component misplaces provided with convex-concave and slotted, the convex-concave justified margin occlusion of the bamboo and wood flitch chunk component of adjacent connection, and leads to
Tap bolt is crossed to fix;
It is of the invention different from the existing bamboo-wood composite board mainly as floor, furniture or container and platform floor,
Thickness is about more than 70mm, and reaching can be directly as construction wall and the thickness of floor.
Parallel docking between polylith bamboo and wood flitch chunk component, forms full wafer wall or floor;
Vertical butt joint between two blocks of bamboo and wood flitch chunk components, forms corner or the corner of floor and wall;
The bamboo and wood flitch chunk component docking simultaneously parallel with two pieces of the both sides of one block of vertical bamboo and wood flitch chunk component,
The convex-concave edge of parallel bamboo and wood flitch chunk component is provided with prebored hole, and the convex-concave edge of vertical bamboo and wood flitch chunk component is set
There is pre-embedded bolt, pre-embedded bolt insertion prebored hole is simultaneously fixed by glue, forms orthogonal wall or floor and lower walls
Body is overlapped.
Preferably, the inside of the bamboo and wood flitch chunk component is provided with interlayer.
Preferably, the bamboo wood is bamboo, plate and web, thickness is 10~30mm.
Preferably, the timber is wooden plate and the web by cutting and surface smoothing processing, thickness about 30mm.Can
With the timber being made from the quick growing species of trees, to match the fast-growing characteristic of bamboo wood, more environmentally-friendly effect is reached.
The bamboo and wood flitch chunk component of gluing of the invention of being interlocked using bamboo wood and timber, can be used as construction wall and building
Plate.Bamboo and wooden of selection, plate or web, interlock or interaction arrangement according to design layering, the primary fibre direction of bamboo and timber
It then can be applied certain pressure at normal temperatures at an angle or parallel arrangement and carried out needed for gluing is made according to design requirement
The slab of thickness is wanted, general thickness is more than 70mm.The edge of slab be provided with special convex-concave and dislocation, slab be assembled into wallboard or
The edge convex-concave dislocation of plate and plate just to joint close and can be connected to form full wafer wall by tap bolt or nail during floor
Body or floor.Splicing can be at an angle of between plate, is fixed by tap bolt and pre-embedded bolt.The present invention slab because have compared with
Thick thickness (generally higher than 70mm) therefore possess certain insulation and sound insulation is required, can directly be assembled into wall or floor.
But if having further insulation or sound insulation needs, bamboo and wood flitch chunk can be processed into through-thickness half, make building
Wall or floor when, centre reserve wall or floor that hollow or interlayer is assembled into full-thickness.
Beneficial effect:The present invention takes full advantage of the apparent form and material property of bamboo wood and timber, with form it is attractive in appearance,
Insulation and mechanical property are controllable, can be that civil engineering and architectural design provide a kind of new type of component the advantages of practical.
Brief description of the drawings
Fig. 1 is bamboo and wood flitch chunk element structure schematic diagram of the invention.
Fig. 2 is bamboo and wood flitch chunk component assembly of the present invention into full wafer wall or floor schematic diagram.
Fig. 3 is bamboo and wood flitch chunk component assembly of the present invention into corner schematic diagram.
Fig. 4 is the assembled schematic diagram of bamboo and wood flitch chunk component floor of the present invention and wallboard.
Fig. 5 is that through-thickness compacting half is interlocked glued bamboo and wood slab schematic diagram.
Fig. 6 is that two half slabs add interlayer to be assembled into integral slab schematic diagram.
In accompanying drawing:1 is bamboo wood, and 2 be timber, and 3 be concavo-convex edge, and 4 be tap bolt, and 5 be pre-embedded bolt, and 6 be prebored hole,
7 be interlayer.
Embodiment
The present invention will be further described with reference to the accompanying drawings and detailed description.
As shown in figure 1, bamboo and wood flitch chunk component is by multilayer bamboo wood 1 and timber 2, staggeredly gluing is formed, bamboo wood 1 and timber 2
Both can exchange according to design needs.The master of wall and unidirectional floor for being primarily subjected to gravity, bamboo wood 1 and timber 2
Machine direction typically should be parallel to axial arranged.
It is illustrated in figure 2 the bamboo and wood glued adhesion thick plate processed by certain module size and is assembled into showing for full wafer wall or floor
Example.Bamboo and wood flitch chunk component is fixed with tap bolt 4 after the alignment occlusion of convex-concave edge 3 and forms full wafer wall or floor.
It is illustrated in figure 3 bamboo and wood glued adhesion thick plate the showing in corner spliced wall or floor processed by certain module size
Example.Bamboo and wood flitch chunk component angularly alignd at convex-concave edge 3 fixed with tap bolt 4 after occlusion formed corner or floor with
The corner of wall.
It is illustrated in figure 4 the bamboo and wood glued adhesion thick plate intersection processed by certain module size and is spliced to form orthogonal wall
Or the example that floor is overlapped with lower wall body.During bamboo and wood flitch chunk component assembly, prebored hole 6 and the pre-buried spiral shell of the slab of both sides
Bolt 5 splices slab convex-concave edge 3 after being aligned, and is then fixed with tap bolt 4.After assembly glue can be injected to prebored hole 6
Fixed pre-embedded bolt 5.
Through-thickness as shown in Figure 5 is pressed into half and interlocked the schematic diagram of glued bamboo and wood slab., can according to design needs
Set assembled integral after certain thickness interlayer 7 by design as shown in Figure 6.
Embodiments of the present invention are described in detail above in association with accompanying drawing, but the present invention is not limited to described reality
Apply mode.For one of ordinary skill in the art, in the range of the principle and technological thought of the present invention, to these implementations
Mode carries out a variety of changes, modification, replacement and deformation and still fallen within protection scope of the present invention.
Claims (4)
1. a kind of can combine CLBT thick plate structures as the staggeredly glued bamboo and wood of wall and floor, it is characterised in that:Including bamboo and wood
Flitch chunk component, is formed, the primary fibre direction of bamboo wood and timber is parallel to each other or handed over by multilayer bamboo wood and timber gluing of interlocking
Mistake is arranged vertically, and the edge of bamboo and wood flitch chunk component misplaces provided with convex-concave slots, the bamboo and wood flitch chunk component of adjacent connection
The occlusion of convex-concave justified margin, and fixed by tap bolt;The thickness of the bamboo and wood flitch chunk component is more than 90mm.
Parallel docking between polylith bamboo and wood flitch chunk component, forms full wafer wall or floor;
Vertical butt joint between two blocks of bamboo and wood flitch chunk components, forms corner or the corner of floor and wall;
The bamboo and wood flitch chunk component docking simultaneously parallel with two pieces of the both sides of one block of vertical bamboo and wood flitch chunk component, it is parallel
The convex-concave edge of bamboo and wood flitch chunk component be provided with prebored hole, the convex-concave edge of vertical bamboo and wood flitch chunk component is provided with pre-
Bolt is buried, pre-embedded bolt insertion prebored hole is simultaneously fixed by glue, forms orthogonal wall or floor is taken with lower wall body
Connect.
2. it is according to claim 1 it is a kind of can combine CLBT thick plate structures as the staggeredly glued bamboo and wood of wall and floor,
It is characterized in that:The inside of the bamboo and wood flitch chunk component is provided with interlayer.
3. it is according to claim 1 it is a kind of can combine CLBT thick plate structures as the staggeredly glued bamboo and wood of wall and floor,
It is characterized in that:The bamboo wood is bamboo, plate and web, and thickness is 10~30mm.
4. it is according to claim 1 it is a kind of can combine CLBT thick plate structures as the staggeredly glued bamboo and wood of wall and floor,
It is characterized in that:The timber is wooden plate and the web by cutting and surface smoothing processing, 30~40mm of thickness, timber choosing
The timber being made of the quick growing species of trees.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710357180.2A CN106988478A (en) | 2017-05-19 | 2017-05-19 | Staggered glued bamboo-wood combined CLBT (laminated bamboo-rubber) thick plate structure capable of serving as wall and floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710357180.2A CN106988478A (en) | 2017-05-19 | 2017-05-19 | Staggered glued bamboo-wood combined CLBT (laminated bamboo-rubber) thick plate structure capable of serving as wall and floor |
Publications (1)
Publication Number | Publication Date |
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CN106988478A true CN106988478A (en) | 2017-07-28 |
Family
ID=59419526
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201710357180.2A Pending CN106988478A (en) | 2017-05-19 | 2017-05-19 | Staggered glued bamboo-wood combined CLBT (laminated bamboo-rubber) thick plate structure capable of serving as wall and floor |
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CN (1) | CN106988478A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112832448A (en) * | 2021-02-20 | 2021-05-25 | 东北林业大学 | CLBT (laminated rubber-laminated) wallboard with built-in reinforcing steel bars and processing method |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2765749Y (en) * | 2005-01-31 | 2006-03-22 | 福建农林大学 | Novel timbering of composite bamboo and wooden |
CN105672496A (en) * | 2016-03-18 | 2016-06-15 | 沈阳建筑大学 | CLT (Cross Laminated Timber) wall-board connecting structure and connecting method thereof |
CN105926768A (en) * | 2016-05-26 | 2016-09-07 | 沈阳建筑大学 | T-shaped wood structure joint and connecting part thereof |
CN206070733U (en) * | 2016-08-30 | 2017-04-05 | 迁安市大树木业有限责任公司 | Wooden body of wall and floor connecting node |
CN206245493U (en) * | 2016-12-13 | 2017-06-13 | 朱凤起 | Floor and floor structure |
-
2017
- 2017-05-19 CN CN201710357180.2A patent/CN106988478A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2765749Y (en) * | 2005-01-31 | 2006-03-22 | 福建农林大学 | Novel timbering of composite bamboo and wooden |
CN105672496A (en) * | 2016-03-18 | 2016-06-15 | 沈阳建筑大学 | CLT (Cross Laminated Timber) wall-board connecting structure and connecting method thereof |
CN105926768A (en) * | 2016-05-26 | 2016-09-07 | 沈阳建筑大学 | T-shaped wood structure joint and connecting part thereof |
CN206070733U (en) * | 2016-08-30 | 2017-04-05 | 迁安市大树木业有限责任公司 | Wooden body of wall and floor connecting node |
CN206245493U (en) * | 2016-12-13 | 2017-06-13 | 朱凤起 | Floor and floor structure |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112832448A (en) * | 2021-02-20 | 2021-05-25 | 东北林业大学 | CLBT (laminated rubber-laminated) wallboard with built-in reinforcing steel bars and processing method |
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WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170728 |
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