CN109797861A - A kind of steel clamp plate spreading bamboo wood beam - Google Patents
A kind of steel clamp plate spreading bamboo wood beam Download PDFInfo
- Publication number
- CN109797861A CN109797861A CN201910186638.1A CN201910186638A CN109797861A CN 109797861 A CN109797861 A CN 109797861A CN 201910186638 A CN201910186638 A CN 201910186638A CN 109797861 A CN109797861 A CN 109797861A
- Authority
- CN
- China
- Prior art keywords
- clamp plate
- steel
- steel clamp
- bamboo wood
- bolt hole
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 79
- 239000010959 steel Substances 0.000 title claims abstract description 79
- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 43
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 43
- 241001330002 Bambuseae Species 0.000 title claims abstract description 43
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 43
- 239000011425 bamboo Substances 0.000 title claims abstract description 43
- 239000002023 wood Substances 0.000 title claims abstract description 34
- 238000003892 spreading Methods 0.000 title claims abstract description 27
- 230000001070 adhesive effect Effects 0.000 claims abstract description 17
- 239000000853 adhesive Substances 0.000 claims abstract description 15
- 239000003292 glue Substances 0.000 claims description 7
- 229920000297 Rayon Polymers 0.000 claims description 3
- 238000005520 cutting process Methods 0.000 claims description 3
- KXGFMDJXCMQABM-UHFFFAOYSA-N 2-methoxy-6-methylphenol Chemical compound [CH]OC1=CC=CC([CH])=C1O KXGFMDJXCMQABM-UHFFFAOYSA-N 0.000 claims description 2
- 229920001807 Urea-formaldehyde Polymers 0.000 claims description 2
- 239000004840 adhesive resin Substances 0.000 claims description 2
- 229920006223 adhesive resin Polymers 0.000 claims description 2
- GZCGUPFRVQAUEE-SLPGGIOYSA-N aldehydo-D-glucose Chemical compound OC[C@@H](O)[C@@H](O)[C@H](O)[C@@H](O)C=O GZCGUPFRVQAUEE-SLPGGIOYSA-N 0.000 claims description 2
- 239000011230 binding agent Substances 0.000 claims description 2
- 238000004132 cross linking Methods 0.000 claims description 2
- 238000009826 distribution Methods 0.000 claims description 2
- 239000003822 epoxy resin Substances 0.000 claims description 2
- 239000005011 phenolic resin Substances 0.000 claims description 2
- 229920001568 phenolic resin Polymers 0.000 claims description 2
- 229920000647 polyepoxide Polymers 0.000 claims description 2
- 238000000034 method Methods 0.000 description 5
- 239000002184 metal Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000002028 Biomass Substances 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of steel clamp plate spreading bamboo wood beams, including left beam (1), right beam (2), steel clamp plate (3), steel sleeve (4), nut (5), screw rod (6) and gasket (7), wherein: Zuo Liang (1) is located at the left side of lengthening bar, right beam (2) is located at the right side of lengthening bar, steel sleeve (4) is placed in the bolt hole of left beam (1) He Youliang (2) end, steel clamp plate (3) is arranged in the two sides of beam in pairs, it is connect between steel clamp plate (3) and Zuo Liang (1) He Youliang (2) with adhesive, use nut (5) simultaneously, screw rod (6) and gasket (7) are reinforced.Advantages of the present invention: breaching the length limitation of bamboo wood beam, realizes the spreading of bamboo wood beam, has the characteristics that high-strength light, rigidity are big, durability is good and good working ductility, can be applied to the flexural member in bamboo-wood structure building.
Description
Technical field
The invention belongs to civil engineering structure fields, and in particular to a kind of modern times bamboo structure house, wooden frame structure and bamboo
A kind of steel clamp plate spreading bamboo wood beam that wooden frame structure uses.
Background technique
With increasingly sharpening for global energy crisis and environmental degradation, health environment-friendly, apparatus for energy-conserving ecological type building have become generation
The important directions of various countries, boundary sustainable development.The comprehensive utilization of green building and agricultural-forestry biomass resource has become major fields
And preferential theme.Bamboo structure has good anti-seismic performance and environmental-protecting performance, increasingly attracts people's attention, and meets building row
Industry is comprehensive, coordinates, the requirement of health and sustainable development.
Overlength bamboo wood beam can not use Automobile Transportation, and in actual use, in order to meet wanting for span
It asks, generally requires to carry out spreading to bamboo beam.Traditional spreading method mainly includes metal tooth plate, nail and Tenon, but these three
The reliability of spreading method is low, bearing capacity is insufficient, is easy to cause whole beam that the catastrophic failure integrally collapsed occurs.Its
Reason has: (1) bearing capacity of metal tooth plate and nail is lower, easily corrodes;(2) hardness of bamboo wood is larger, metal-toothed
Plate and nail can not be directed through the surface layer of bamboo wood, be not easy to construct;(3) Tenon joint structure is complicated, the company of often resulting in
It connects unreliable or is not connected firmly.For tooth plate node, nail and Tenon node lengthening bar, steel clamp plate spreading bamboo wood
Higher bearing capacity, initial stiffness and better ductility can be obtained.
Summary of the invention
Purpose to be solved by this invention is to overcome traditional spreading bamboo beam to solve the above-mentioned problems of the prior art
The disadvantages of bearing capacity is low, ductility is poor and deformation performance is poor, provides that a kind of mechanical property is good, low in cost and structure is simple
Steel clamp plate spreading bamboo wood beam, can be used as floor beam and roof girder is applied in bamboo-wood structure building.
In the present invention, steel clamp plate spreading bamboo wood beam, including Zuo Liang, You Liang, steel clamp plate, steel sleeve, nut, screw rod
And gasket, in which: left beam is located at the left side of lengthening bar, and right beam is located at the right side of lengthening bar, and steel sleeve is placed in Zuo Liang and You Liang
In the bolt hole of end, steel clamp plate is arranged in the two sides of beam in pairs, is connected between steel clamp plate and Zuo Liang and right beam with adhesive, together
When with nut, screw rod and gasket reinforce.
Basic principle of the invention is as follows: steel sleeve being embedded into the bolt hole of Zuo Liang and right beam, Zuo Liang, right Liang Yugang
It is connected between clamping plate with adhesive;Screw rod is inserted into steel sleeve, and both ends are anchored at steel clamp plate two sides by gasket and nut.To beam structure
After part is completed, the pretightning force of bolt reaches gasket by nut, and gasket generates precompression to beam and steel clamp plate from two sides.When
When combined joint stress, bamboo beam will prevent its opposite sliding with the frictional force at steel plate interface and adhesive force, at this time connectivity
High-strength friction bolt connection can be similar to.After frictional force and adhesive force are overcome, steel clamp plate and bamboo beam will occur relatively
Sliding, individually resists external load by bolt at this time, and the switching performance of node is connected similar to plain bolt.Compared to tooth plate node,
For nail and Tenon lengthening bar, steel clamp plate spreading bamboo wood can obtain higher bearing capacity, initial stiffness and more
Good ductility.
The left beam is located at the left side of lengthening bar, and right beam is located at the right side of lengthening bar, Zuo Liang and right beam section size phase
Together, the gap of Zuo Liang and right beam end is 10mm or so.
The end of the Zuo Liang and right beam open up the bolt hole of equidistant arrangement in advance, and diameter of bolt hole is equal.
The steel sleeve is placed in Zuo Liang and the bolt hole of right beam end, and steel sleeve is made of Q345 steel, steel
The outer diameter of casing is 1.0mm~1.5mm smaller or so than the diameter of bolt hole.
The viscose glue interface of the Zuo Liang and right beam should carry out dabbing processing, and chisel depth is 1~2mm, and chisel trace is about 20mm,
Cutting rate is not less than 80%.
The steel clamp plate is centrally arranged in pairs in the two sides of beam, steel cleat heights ratio Zuo Liang and the small 20mm of right depth of beam
Or so, the bolt hole that setting matches with Zuo Liang and right beam end distribution positions and dimensions on steel clamp plate, steel clamp plate uses Q345
Steel production.
It is connected, while being reinforced with nut, screw rod and gasket, spiral shell with adhesive between the steel clamp plate and Zuo Liang and right beam
The diameter of bar is 2.0mm~2.5mm smaller or so than the diameter of bolt hole.
The adhesive should select crosslinking binder, using epoxide-resin glue, urea-formaldehyde resin adhesive or phenolic resin glue.
The present invention has widened the application field of bamboo wood beam, overcomes the one of metal tooth plate, nail and Tenon lengthening bar
A little known disadvantages, Steel plate extension bamboo wood beam have following significant effect:
(1) raw bamboo is lower in the added value of product and technology content of traditional field, and bamboo is processed into bamboo wood and is answered
For engineering field, the application field of bamboo can have greatly been widened, has been conducive to vast bamboo producing region additional income.
(2) adhesive and high-strength bolt are used for bamboo wood beam spreading, adhesive can be given full play to and high-strength bolt is anti-
The high advantage of bearing capacity is cut, and greatly improves the initial stiffness and ultimate bearing capacity of spreading beam.
(3) relative to masonry structure and reinforced concrete structure, steel clamp plate spreading bamboo wood beam produces and process
Environmental pollution is small, reduces the usage amount of non-renewable resources, reduces the energy-output ratio in use process;It is tied relative to wood
Structure, bearing capacity is bigger, and span ability is stronger, and automatic recovery ability is more preferable.
Detailed description of the invention
The following drawings are only intended to schematically illustrate and explain the present invention, not delimit the scope of the invention.
Fig. 1 a is the front view of steel clamp plate spreading bamboo wood beam provided by the invention
Fig. 1 b is the top view of steel clamp plate spreading bamboo wood beam provided by the invention
Fig. 2 is the structural schematic diagram of steel clamp plate of the invention
In figure: 1. left beams, 2. right beams, 3. steel clamp plates, 4. steel sleeves, 5. nuts, 6. screw rods, 7. gaskets
Specific embodiment
For a clearer understanding of the technical characteristics, objects and effects of the present invention, this hair of Detailed description of the invention is now compareed
Bright specific embodiment.As illustrated in figs. 1A and ib, the present invention provides a kind of steel clamp plate spreading bamboo wood beam, including a left side
Beam, You Liang, steel clamp plate, steel sleeve, nut, screw rod and gasket.The viscose glue interface dabbing of Jiang Zuoliang and right beam, chisel depth be 1~
2mm, chisel trace are about 20mm, and cutting rate is not less than 80%;According to the requirement of bearing capacity, set in advance in the end of Zuo Liang and right beam
Set equidistant, same diameter bolt hole;Steel bushing is sequentially inserted into bolt hole, the outer diameter of steel sleeve is smaller than the diameter of bolt hole
1.0mm~1.5mm or so;Bolt hole, the distributing position and diameter and bamboo wood beam of steel plate upper bolt hole are opened on steel clamp plate
On bolt hole match;In the interface brushing adhesive of Zuo Liang, right beam and steel clamp plate;Screw rod is inserted into bolt hole, screw rod
Diameter it is 2.0mm~2.5mm smaller or so than the diameter of bolt hole;Gasket and nut are placed on screw rod, according to bearing capacity
Requirement, successively tighten nut with torsion spanner, to steel clamp plate apply pretightning force;Adhesive press temperature between interface takes 15~
35 DEG C, pressure takes 1.5~3MPa, is placed in constant temperature and humidity room and is conserved, and curing time is 10~15 days.
Embodiment 1: take the bamboo wood of 60mm wide, 300mm high as Zuo Liang and You Liang, in three row three of beam-ends prebored hole
Column, diameter of bolt hole and spacing are respectively 14mm and 50mm;Length, height and the thickness of steel clamp plate are respectively 500mm, 280mm
And 6mm, it is made of Q345 steel, the bolt hole that preboring and Zhu Liang match on steel plate;Outer diameter, internal diameter and the length of steel bushing
Respectively 13mm, 11mm and 70mm are made of Q345 steel;Screw diameter is 10mm, and strength grade is 8.8 grades;Bamboo beam with
It is bonded between steel clamp board interface with adhesive, glue-spread 250g/m2。
Claims (8)
1. a kind of steel clamp plate spreading bamboo wood beam, including left beam (1), right beam (2), steel clamp plate (3), steel sleeve (4), nut
(5), screw rod (6) and gasket (7), in which: Zuo Liang (1) is located at the left side of lengthening bar, and right beam (2) is located at the right side of lengthening bar, steel
Casing (4) is placed in the bolt hole of left beam (1) He Youliang (2) end, and steel clamp plate (3) is arranged in the two sides of beam, steel clamp in pairs
It is connect between plate (3) and Zuo Liang (1) He Youliang (2) with adhesive, while being reinforced with nut (5), screw rod (6) and gasket (7).
2. a kind of steel clamp plate spreading bamboo wood beam according to claim 1, it is characterised in that the left beam (1) is located at
The left side of lengthening bar, right beam (2) are located at the right side of lengthening bar, and Zuo Liang (1) He Youliang (2) sectional dimension is identical, Zuo Liang (1) and the right side
The gap of beam (2) end is 10mm or so.
3. a kind of steel clamp plate spreading bamboo wood beam according to claim 1, it is characterised in that the left beam (1) and the right side
The end of beam (2) opens up the bolt hole of equidistant arrangement in advance, and diameter of bolt hole is equal.
4. a kind of steel clamp plate spreading bamboo wood beam according to claim 1, it is characterised in that the steel sleeve (4) is put
It is placed in the bolt hole of Zuo Liang (1) He Youliang (2) end, steel sleeve (4) is made of Q345 steel, the outer diameter of steel sleeve (4)
It is 1.0mm~1.5mm smaller or so than the diameter of bolt hole.
5. a kind of steel clamp plate spreading bamboo wood beam according to claim 1, it is characterised in that the left beam (1) and the right side
The viscose glue interface of beam (2) should carry out dabbing processing, and chisel depth is 1~2mm, and chisel trace is about 20mm, and cutting rate is not less than 80%.
6. a kind of steel clamp plate spreading bamboo wood beam according to claim 1, it is characterised in that the steel clamp plate (3) at
To being centrally arranged in the two sides of beam, steel cleat heights are 20mm smaller than the height of left beam (1) He Youliang (2) or so, on steel clamp plate (3)
The bolt hole to match with Zuo Liang (1) (2) end He Youliang distribution positions and dimensions is set, and steel clamp plate uses Q345 steel system
Make.
7. a kind of steel clamp plate spreading bamboo wood beam according to claim 1, it is characterised in that the steel clamp plate (3) with
It is connected between Zuo Liang (1) He Youliang (2) with adhesive, while being reinforced with nut (5), screw rod (6) and gasket (7), screw rod (6)
Diameter is 2.0mm~2.5mm smaller or so than the diameter of bolt hole.
8. a kind of steel clamp plate spreading bamboo wood beam according to claim 1, it is characterised in that the adhesive should select
With crosslinking binder, using epoxide-resin glue, urea-formaldehyde resin adhesive or phenolic resin glue.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910186638.1A CN109797861A (en) | 2019-03-01 | 2019-03-01 | A kind of steel clamp plate spreading bamboo wood beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910186638.1A CN109797861A (en) | 2019-03-01 | 2019-03-01 | A kind of steel clamp plate spreading bamboo wood beam |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109797861A true CN109797861A (en) | 2019-05-24 |
Family
ID=66562719
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910186638.1A Pending CN109797861A (en) | 2019-03-01 | 2019-03-01 | A kind of steel clamp plate spreading bamboo wood beam |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109797861A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110387963A (en) * | 2019-06-17 | 2019-10-29 | 浙江省建工集团有限责任公司 | A kind of wooden tension string beam structure wooden frame section splicing node of assembled Long span |
CN112482186A (en) * | 2020-12-16 | 2021-03-12 | 中南林业科技大学 | High-strength glued wood beam bridge convenient to manufacture and construct and manufacturing and construction method thereof |
CN112502308A (en) * | 2020-11-25 | 2021-03-16 | 广州大学 | High-ductility wood support structure and construction method thereof |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4958193B1 (en) * | 2011-04-26 | 2012-06-20 | 株式会社駒井ハルテック | Attachment plate mounting bracket and attachment plate attachment structure |
CN103614965A (en) * | 2013-12-09 | 2014-03-05 | 东南大学 | Bamboo wood and concrete combined bridge deck slab |
CN107327077A (en) * | 2016-04-30 | 2017-11-07 | 中国林业科学研究院木材工业研究所 | A kind of concealed metalwork spreading Recombined bamboo beam and its manufacture method |
CN208068477U (en) * | 2018-04-17 | 2018-11-09 | 江西安竹科技有限公司 | A kind of seamless long bamboo board |
CN209941900U (en) * | 2019-03-01 | 2020-01-14 | 南京林业大学 | Steel splint connects long bamboo laminated wood roof beam |
-
2019
- 2019-03-01 CN CN201910186638.1A patent/CN109797861A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4958193B1 (en) * | 2011-04-26 | 2012-06-20 | 株式会社駒井ハルテック | Attachment plate mounting bracket and attachment plate attachment structure |
CN103614965A (en) * | 2013-12-09 | 2014-03-05 | 东南大学 | Bamboo wood and concrete combined bridge deck slab |
CN107327077A (en) * | 2016-04-30 | 2017-11-07 | 中国林业科学研究院木材工业研究所 | A kind of concealed metalwork spreading Recombined bamboo beam and its manufacture method |
CN208068477U (en) * | 2018-04-17 | 2018-11-09 | 江西安竹科技有限公司 | A kind of seamless long bamboo board |
CN209941900U (en) * | 2019-03-01 | 2020-01-14 | 南京林业大学 | Steel splint connects long bamboo laminated wood roof beam |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110387963A (en) * | 2019-06-17 | 2019-10-29 | 浙江省建工集团有限责任公司 | A kind of wooden tension string beam structure wooden frame section splicing node of assembled Long span |
CN112502308A (en) * | 2020-11-25 | 2021-03-16 | 广州大学 | High-ductility wood support structure and construction method thereof |
CN112482186A (en) * | 2020-12-16 | 2021-03-12 | 中南林业科技大学 | High-strength glued wood beam bridge convenient to manufacture and construct and manufacturing and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109797861A (en) | A kind of steel clamp plate spreading bamboo wood beam | |
CN113323149B (en) | Laminated wood prestressed casing bolt joint and construction method thereof | |
CN102561180B (en) | Bamboo bridge deck | |
CN205063182U (en) | Integrated hollow post of steel pipe - bamboo timber | |
CN108360742A (en) | A kind of prestressing with bond bamboo H-beam | |
CN103422682A (en) | Self-resetting mortise and tenon joint | |
CN207901346U (en) | A kind of recombination bamboo product | |
CN205804632U (en) | A kind of structure that building element is connected locking | |
CN108331252A (en) | A kind of compound box beam of self-heat conserving bamboo and wood | |
CN107419850A (en) | A kind of wooden compound beam of steel and preparation method | |
CN204370605U (en) | Assembled steel-wood buckling restrained brace with self-tapping screw for reinforcement | |
CN105952182B (en) | A kind of method of composite consolidation wooden frame | |
CN108331253A (en) | A kind of bamboo matter gluing box beam | |
Yang et al. | Flexural behavior of OSB reinforced wood truss | |
CN202830741U (en) | Semi-assembled type bamboo-concrete combined bridge | |
CN105735666B (en) | A kind of method of rapid reinforcement concrete column | |
CN209941900U (en) | Steel splint connects long bamboo laminated wood roof beam | |
CN209942039U (en) | Parallel string steel bamboo combination truss structure | |
CN209799007U (en) | Replaceable energy-consuming wood structure beam-column joint | |
CN204983396U (en) | Bamboo - aerated concrete combination beam | |
CN208899856U (en) | A kind of precast frame suspension column tool-type grouting template | |
CN109779147B (en) | Parallel chord steel bamboo combined truss structure | |
CN105484355A (en) | Connecting system of wood-concrete combined structure | |
CN109868944A (en) | A kind of steel and wood composite open tubular column | |
CN209942038U (en) | Bamboo laminated wood up-down splicing beam |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |