CN109723185A - A kind of upper and lower joggle beam of bamboo wood - Google Patents
A kind of upper and lower joggle beam of bamboo wood Download PDFInfo
- Publication number
- CN109723185A CN109723185A CN201910186640.9A CN201910186640A CN109723185A CN 109723185 A CN109723185 A CN 109723185A CN 201910186640 A CN201910186640 A CN 201910186640A CN 109723185 A CN109723185 A CN 109723185A
- Authority
- CN
- China
- Prior art keywords
- underbeam
- tenon
- upper beam
- bamboo
- card slot
- 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
- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 77
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 77
- 241001330002 Bambuseae Species 0.000 title claims abstract description 77
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 77
- 239000011425 bamboo Substances 0.000 title claims abstract description 77
- 239000002023 wood Substances 0.000 title claims abstract description 30
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 21
- 239000010959 steel Substances 0.000 claims abstract description 21
- 230000001070 adhesive effect Effects 0.000 claims description 7
- 239000003292 glue Substances 0.000 claims description 6
- 238000002513 implantation Methods 0.000 claims description 6
- 230000001680 brushing effect Effects 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
- 229920000297 Rayon Polymers 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
- 238000005520 cutting process 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
- 230000008901 benefit Effects 0.000 abstract description 3
- 230000006835 compression Effects 0.000 abstract 1
- 238000007906 compression Methods 0.000 abstract 1
- 239000000853 adhesive Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 238000010008 shearing Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 240000001082 Bambusa multiplex Species 0.000 description 1
- 244000302661 Phyllostachys pubescens Species 0.000 description 1
- 235000003570 Phyllostachys pubescens Nutrition 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011121 hardwood Substances 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
The invention discloses joggle beams above and below a kind of bamboo wood, including upper beam (1), underbeam (2), round steel pin (3), circle bamboo tenon (4) and glue-line (5), wherein: the top of upper beam (1) seat joggle beam, underbeam (2) is located at the bottom of joggle beam, the tenon along beam length direction equidistant arrangement is arranged in upper beam (1) bottom, the card slot that setting matches with tenon distributing position at the top of underbeam (2), round steel pin (3) is vertically implanted into upper beam (1) tenon and underbeam (2) card slot, circle bamboo tenon (4) is vertically implanted into upper beam (1) and underbeam (2), glue-line (5) is located at the middle part of upper beam (1) and underbeam (2).Advantages of the present invention: breaching the bottleneck of raw bamboo development and utilization, realize the efficient and rational utilization of bamboo resource, have the characteristics that high-strength light, rigidity are big, durability is good and good working ductility, can be applied to compression or 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
The bamboo wood split beam that wooden frame structure uses.
Background technique
Chinese bamboo timber resource very abundant, either planting number, area and accumulation or bamboo product and its processing water
It is flat, first of Chan Zhu state, the world Jun Ju.Bamboo wood has intensity height, good toughness, wear-resistant, texture straight, color elegance etc. a variety of excellent
Point, many good characteristics with Hard―Wood, are the ideal materials of building trade.Bamboo wood also has with short production cycle, again
The strong feature of natural disposition.Bamboo timber resource is developed and used, " wood substituted by bamboo " is to alleviate one of contradictory effective way of timber supply and demand.
House is built using bamboo wood, has quite long history.Although can produce centainly using the building of former material circle bamboo
Art and architectural effect, be probably difficult to become main structural material is widely applied in modern architecture industry.Its reason has:
(1) geometry of raw bamboo bar is single, causes construction style dull；(2) geometry of raw material irregularly leads to waste and discomfort
Close modern construction program；(3) node is sufficiently complex, often results in and connects unreliable or be not connected firmly, seriously affects building
Comfort level；(4) raw bamboo itself there are serious anisotropy and transverse strength it is extremely low；(5) although single bamboo bar can undertake self weight,
But the limited diameter of single former material after all then must tie up bunchy using the garden Duo Gen bamboo to increase as structure load-bearing material
Construct difficulty；In the case where unprocessed, bamboo wood easily damages by worms, rotten and mildew etc..
The bottleneck for how breaking through raw bamboo development and utilization, widens the application field of bamboo, realizes the efficient and rational benefit of bamboo resource
With being the problem that vast bamboo producing region is faced, bamboo wood is the bamboo that fast-growing, short-period moso bamboo are processed into certain specification
Piece, drying to moisture content 8%~12%, then there is the dimension stock in the rectangular section of equidirectional glued by bamboo sheet by adhesive
The characteristics of elasticity modulus is high, mechanical strength is high, easy processing.For raw bamboo beam, joggle beam possesses higher above and below bamboo wood
Bearing capacity, better deformation performance and superior ductile performance, be effective to solve to restrict ecological environment-friendly type bamboo and wood knot
One important channel of structure architectural development has very wide market application prospect.
Summary of the invention
Purpose to be solved by this invention is intended to break through the bottleneck of raw bamboo development and utilization, widens the application field of bamboo, gram
Take the disadvantages of raw bamboo joist support loading capability is low, ductility is poor and deformation performance is poor, provide a kind of mechanical property it is good, it is low in cost and knot
Joggle beam above and below the simple bamboo wood of structure, can be used as floor beam and roof girder is applied in bamboo-wood structure building.
In the present invention, joggle beam includes upper beam, underbeam, round steel pin, circle bamboo tenon, five part of glue-line to bamboo wood up and down.
Wherein: upper beam is located at the top of joggle beam, and underbeam is located at the bottom of joggle beam, and round steel pin is vertically implanted into upper beam tenon and underbeam card
In slot, circle bamboo tenon is vertically implanted into upper beam and underbeam, and glue-line is located at the middle part of upper beam and underbeam.
Basic principle of the invention is as follows: upper beam is arranged in split top surface of the beam, mainly undertakes pressure；Underbeam is arranged in split
Soffit mainly undertakes pulling force；Round steel pin is vertically implanted into upper beam tenon and underbeam card slot, mainly undertakes shearing force；Circle bamboo tenon
In vertical implantation upper beam and underbeam, shearing force is mainly undertaken；Upper beam tenon is embedded in underbeam card slot, mainly undertakes shearing force；It is located at
Glue-line between upper beam and underbeam interface mainly undertakes shearing force.
The upper beam and lower depth of beam are equal, and upper beam and underbeam fit closely, interface brushing glue-line.
The viscose glue interface of the upper beam and underbeam should carry out dabbing processing, and chisel depth is 1~2mm, and chisel trace is about 20mm,
Cutting rate is not less than 80%.
Along the tenon of beam length direction equidistant arrangement, underbeam top is arranged and tenon distributing position for the upper beam bottom setting
The card slot to match, the height of upper beam tenon are equal to the depth of underbeam card slot, and tenon width 1.0mm~1.5mm bigger than card slot is left
The right side, the tilt angle of tenon and the tilt angle of card slot match each other.
The round steel pin is vertically implanted into the tenon of upper beam and the card slot of underbeam, and round steel pin diameter is than tenon and card slot
Big 1.0mm~1.5mm of prebored hole or so, implantation depth take 5 times of round steel pin diameter and the larger value of both 50mm.
The circle bamboo tenon is vertically implanted into upper beam and underbeam, and circle bamboo tenon diameter is bigger than the prebored hole of upper beam and underbeam
1.0mm~1.5mm or so, implantation depth take 6 times of round bamboo tenon diameter and the larger value of both 60mm.
The glue-line 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 raw bamboo, overcomes some known disadvantages of raw bamboo beam, above and below bamboo wood
Sectional mo(u)ld beam has 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) round steel pin and circle bamboo tenon are configured to the neutral axis of bamboo wood joggle beam, round steel pin and circle can be given full play to
The high advantage of bamboo tenon shear-carrying capacity, and greatly improve joggle beam element mechanics performance and ductility.
(3) glue-line for being set to upper beam and underbeam interface can give full play to the higher shear-carrying capacity of adhesive, can be compared with
The relative slippage of small upper beam and underbeam, to improve the initial anti-bending bearing capacity of joggle beam.
(4) relative to masonry structure and reinforced concrete structure, the production of bamboo wood joggle beam and process environment are dirty
It contaminates small, reduces the usage amount of non-renewable resources, reduce the energy-output ratio in use process；Relative to timber structure, hold
Loading capability is bigger, and span ability is stronger, and ductility and automatic recovery ability are 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 is the structural schematic diagram that the present invention is implemented
Fig. 2 is the structural schematic diagram for the upper beam that the present invention is implemented
Fig. 3 is the structural schematic diagram for the underbeam that the present invention is implemented
In figure: 1. upper beams, 2. underbeams, 3. round steel pins, 4. circle bamboo tenons, 5. glue-lines
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 shown in Figure 1, the present invention provides a kind of bamboo wood split beam, including upper beam, underbeam, circle
Steel pin, circle bamboo tenon, five part of glue-line.As shown in Fig. 2, along the setting of upper beam bottom along the tenon of beam length direction equidistant arrangement；Such as Fig. 3
Card slot shown, that setting matches with tenon distributing position at the top of underbeam；Preboring round hole, drilling are distinguished in tenon, card slot
Diameter is 1.0mm~1.5mm smaller than round steel pin diameter or so, and drilling depth takes the larger of 5 times and both 50mm of round steel pin diameter
Value, will be in the card slot of round steel pin indentation underbeam；Along beam length direction preboring round hole, bore diameter is smaller than round bamboo tenon diameter
1.0mm~1.5mm or so, drilling depth take 6 times of round bamboo tenon diameter and the larger value of both 60mm, and circle bamboo tenon is pressed into underbeam
It is interior；It is viscous between upper beam and underbeam to guarantee by adhesive brushing in the bottom surface of upper beam, the top surface of underbeam, tenon and card slot
Tie power；By upper beam and the close split of underbeam, the adhesive press temperature between interface takes 15~35 DEG C, and pressure takes 1.5~3MPa, sets
Enter and conserved in constant temperature and humidity room, curing time is 10~15 days.
Embodiment 1: it takes the bamboo wood of 50mm wide, 120mm high as upper beam and underbeam, is placed equidistant with card along beam length direction
Slot, card slot spacing are 200mm, and card slot is wide at the top and narrow at the bottom, take 15mm high and 9mm wide respectively, and card slot depth is 15mm, and upper soffit is set
The tenon to match with groove position, tenon width 1.0mm~1.5mm bigger than card slot or so are set, tenon height is 15mm, round steel
Pin diameter and length are respectively 8mm and 100mm, and the spacing of circle bamboo tenon is 200mm, circle bamboo tenon diameter and length be respectively 10mm and
120mm, be bonded with adhesive between upper beam and underbeam, glue-spread 250g/m2.Finished product bamboo wood split depth of beam is
240mm high, 50mm wide, length 3000mm.
Claims (7)
1. a kind of bamboo wood joggle beam, including upper beam (1), underbeam (2), round steel pin (3), circle bamboo tenon (4) and glue-line up and down
(5), in which: upper beam (1) is located at the top of joggle beam, and underbeam (2) is located at the bottom of joggle beam, and the setting of upper beam (1) bottom is equidistant
The tenon of arrangement, the card slot that the setting of underbeam (2) top matches with tenon size, distributing position, round steel pin (3) is vertically in implantation
In beam (1) tenon and underbeam (2) card slot, circle bamboo tenon (4) is vertically implanted into upper beam (1) and underbeam (2), and glue-line (5) is located at upper beam
(1) and the middle part of underbeam (2).
2. joggle beam above and below a kind of bamboo wood according to claim 1, it is characterised in that the upper beam (1) and underbeam
(2) height is equal, and upper beam (1) and underbeam (2) fit closely, interface brushing glue-line (5).
3. joggle beam above and below a kind of bamboo wood according to claim 1, it is characterised in that the upper beam (1) and underbeam
(2) viscose glue interface 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%.
4. joggle beam above and below a kind of bamboo wood according to claim 1, it is characterised in that described upper beam (1) bottom is set
Set the tenon along beam length direction equidistant arrangement, the card slot that setting matches with tenon distributing position at the top of underbeam (2), upper beam (1)
The height of tenon is equal to the depth of underbeam (2) card slot, tenon width 1.0mm~1.5mm bigger than card slot or so, the inclination angle of tenon
The tilt angle of degree and card slot matches each other.
5. joggle beam above and below a kind of bamboo wood according to claim 1, it is characterised in that the round steel pin (3) is vertical
It is implanted into the tenon of upper beam (1) and the card slot of underbeam (2), round steel pin (3) diameter is than upper beam (1) tenon and underbeam (2) card slot
Big 1.0mm~1.5mm of prebored hole or so, implantation depth take 5 times and both 50mm the larger value of round steel pin (3) diameter.
6. joggle beam above and below a kind of bamboo wood according to claim 1, it is characterised in that the circle bamboo tenon (4) is vertical
It is implanted into upper beam (1) and underbeam (2), circle bamboo tenon (4) diameter is 1.0mm~1.5mm bigger than the prebored hole of upper beam (1) and underbeam (2)
Left and right, implantation depth take 6 times and both 60mm the larger value of round bamboo tenon (4) diameter.
7. joggle beam above and below a kind of bamboo wood according to claim 1, it is characterised in that described glue-line (5) Ying Xuanyong
Crosslinking binder, using epoxide-resin glue, urea-formaldehyde resin adhesive or phenolic resin glue.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910186640.9A CN109723185A (en) | 2019-03-01 | 2019-03-01 | A kind of upper and lower joggle beam of bamboo wood |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910186640.9A CN109723185A (en) | 2019-03-01 | 2019-03-01 | A kind of upper and lower joggle beam of bamboo wood |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109723185A true CN109723185A (en) | 2019-05-07 |
Family
ID=66302287
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910186640.9A Pending CN109723185A (en) | 2019-03-01 | 2019-03-01 | A kind of upper and lower joggle beam of bamboo wood |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109723185A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200200232Y1 (en) * | 2000-05-25 | 2000-10-16 | 이희선 | Apparatus for manufacturing a bomboo charcoal |
| CN102561168A (en) * | 2011-12-27 | 2012-07-11 | 东南大学 | Bamboo plywood beam structure |
| CN105710948A (en) * | 2016-02-25 | 2016-06-29 | 南京林业大学 | I-shaped high-strength reconstituted bamboo beam and preparation method thereof |
| CN208346986U (en) * | 2018-05-29 | 2019-01-08 | 广东建设职业技术学院 | A kind of assembled steel tube-bamboo slab rubber combination node of column and beam |
| CN209942038U (en) * | 2019-03-01 | 2020-01-14 | 南京林业大学 | Bamboo laminated wood up-down splicing beam |
-
2019
- 2019-03-01 CN CN201910186640.9A patent/CN109723185A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200200232Y1 (en) * | 2000-05-25 | 2000-10-16 | 이희선 | Apparatus for manufacturing a bomboo charcoal |
| CN102561168A (en) * | 2011-12-27 | 2012-07-11 | 东南大学 | Bamboo plywood beam structure |
| CN105710948A (en) * | 2016-02-25 | 2016-06-29 | 南京林业大学 | I-shaped high-strength reconstituted bamboo beam and preparation method thereof |
| CN208346986U (en) * | 2018-05-29 | 2019-01-08 | 广东建设职业技术学院 | A kind of assembled steel tube-bamboo slab rubber combination node of column and beam |
| CN209942038U (en) * | 2019-03-01 | 2020-01-14 | 南京林业大学 | Bamboo laminated wood up-down splicing beam |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202248270U (en) | Bamboo-reinforced concrete composite structure | |
| CN107386445B (en) | A kind of enhanced timber structure Tenon node of tenon shallow-layer bar planting | |
| CN201261922Y (en) | Steel bamboo or steel wood composite floor | |
| CN101245668A (en) | Construction method for two-side reinforcing engineering structure | |
| CN207901346U (en) | A kind of recombination bamboo product | |
| CN201809900U (en) | FRP (fiber reinforce plastic)-bamboo-concrete composite beam | |
| CN106121053A (en) | A kind of from perforate self tapping shear connector and construction method thereof | |
| CN108331252A (en) | A kind of compound box beam of self-heat conserving bamboo and wood | |
| CN108331253A (en) | A kind of bamboo matter gluing box beam | |
| CN109723185A (en) | A kind of upper and lower joggle beam of bamboo wood | |
| CN208594630U (en) | A kind of wood-concrete combination beam shear connector push out test test specimen | |
| CN209942038U (en) | Bamboo laminated wood up-down splicing beam | |
| CN108412123A (en) | A kind of FRP- reinforcing bars-bamboo wood combined box beam | |
| Martin et al. | Commercialisation of FRP reinforced glulam beam technology | |
| CN208650393U (en) | A kind of steel plate enhancing compound CLT plate of bamboo and wood | |
| CN201172915Y (en) | Woody I-beam | |
| CN110359562A (en) | A kind of local enhancement Self-resetting wooden frame Column border node | |
| CN201172791Y (en) | Pavement concrete mould | |
| CN105952182A (en) | Method for compound reinforcement of wooden beam | |
| CN208633382U (en) | A kind of bamboo matter gluing box beam | |
| CN108316556A (en) | A kind of lightweight concrete-bamboo wood T-type beam | |
| CN208455942U (en) | A kind of lightweight concrete-bamboo wood T-type beam | |
| CN101725211A (en) | Fiber-reinforced bamboo-based engineering member | |
| CN209227899U (en) | A kind of compound box beam of self-heat conserving bamboo and wood | |
| CN204456561U (en) | A kind of Prestressed Continuous bamboo wooden frame promotes device |
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 |