CN205476426U - Novel steel framework reorganization bamboo template - Google Patents
Novel steel framework reorganization bamboo template Download PDFInfo
- Publication number
- CN205476426U CN205476426U CN201620156115.4U CN201620156115U CN205476426U CN 205476426 U CN205476426 U CN 205476426U CN 201620156115 U CN201620156115 U CN 201620156115U CN 205476426 U CN205476426 U CN 205476426U
- Authority
- CN
- China
- Prior art keywords
- steel framework
- steel
- template
- framework
- recombined bamboo
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 90
- 239000010959 steel Substances 0.000 title claims abstract description 90
- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 50
- 241001330002 Bambuseae Species 0.000 title claims abstract description 50
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 49
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 49
- 239000011425 bamboo Substances 0.000 title claims abstract description 49
- 230000008521 reorganization Effects 0.000 title abstract 6
- 238000005098 hot rolling Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 3
- 230000007306 turnover Effects 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract description 3
- 239000002023 wood Substances 0.000 description 9
- 238000003763 carbonization Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 239000011120 plywood Substances 0.000 description 2
- 244000271437 Bambusa arundinacea Species 0.000 description 1
- 239000002028 Biomass Substances 0.000 description 1
- 244000302661 Phyllostachys pubescens Species 0.000 description 1
- 235000003570 Phyllostachys pubescens Nutrition 0.000 description 1
- 108010081750 Reticulin Proteins 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 210000004087 cornea Anatomy 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000007731 hot pressing Methods 0.000 description 1
- 238000005470 impregnation Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
Abstract
The utility model discloses a novel steel framework reorganization bamboo template, including steel framework frame and reorganization bamboo panel, the steel framework frame indulge main rib by steel framework frame, the horizontal main rib of steel framework and steel framework and form through the welding each other, reorganization bamboo panel passes through countersink bolt and whole steel framework frame attach. This practical novel steel framework reorganization bamboo template adopts shaped steel and modular system, assembles, uses big, the material properties such as rigidity is high, roughness height of intensity nimble and full play reorganization bamboo, lightens template weight, increases template turnover number of times, practices thrift a large amount of steel long cut woods, saves economic cost, improves the concrete works quality, and the performance obviously is superior to other steel framework clad cans built -up plate.
Description
Technical field
The utility model relates to the realm of building construction, specifically refer to a kind of novel steel framework Recombined bamboo template.
Background technology
At present, steel framework clad can gang form becomes a kind of wide variety of building template.Steel framework clad can gang form refers to by a kind of template of steel frame with other light material panel combinations, such as steel frame wooden template, steel frame plywood formwork.This stencil design uses modular system, assembled, use flexibly, and support system is complete, auxiliary accessories is complete, and the various structures construction such as plate, beam, post, wall all can use, and defines the construction technology having their own characteristics each.
At present in developed country, its usage amount accounts for about 50%.Although this class template has its advantage, but also has its shortcoming, the template number of turnover is few, consumes a large amount of timber, causes a large amount of wastes of the forest reserves.According to ASSOCIATE STATISTICS, only 2008, China's building template consumed wood plywood and reaches 21,250,000 m3, consume log and reach 53,760,000 m3.And the 2/3 of China's afforestation rate only whole world average level, timber resources is the deficientest.But China is the country that bamboo resource is the abundantest in the world, the bamboo grove of the most about 25% is in China, and wherein mao bamboo woods account for nearly 70%.For relatively timber, bamboo wood growth cycle is short, renewable, degradable.Under country's " with steel generation wood ", the call of " wood substituted by bamboo ", this programme proposes a kind of novel steel framework Recombined bamboo template to solve the problem that prior art exists.
Utility model content
Technical problem to be solved in the utility model is to provide that a kind of light weight is high-strength, low-carbon environment-friendly, economical and practical steel framework Recombined bamboo template.
One described in the utility model novel steel framework Recombined bamboo template, including steel framework framework and Recombined bamboo panel, described steel framework framework is indulged main rib each other by being welded by steel framework frame, the horizontal main rib of steel framework and steel framework, and Recombined bamboo panel is connected with whole steel framework framework by dormant bolt.
Improve further, described steel framework frame be one-time formed height be 63.5mm, bracket height is the hot rolling F shaped steel frame of 12mm, this frame can make panel act on steel framework ribs completely, being delivered on steel framework by panel load, lateral rigidity and the overall performance of template are significantly improved.
Improve further, described steel framework indulges main rib and the horizontal main rib of steel framework is the L-type angle steel steel rib of 50mm × 50mm × 4mm, the shaped steel rigidity of this section form is big, when being connected with panel, contact area is big, can ensure that panel is connected with the firm of steel framework, effectively increase the globality of panel and steel framework, solve the out-of-plane stable problem of steel rib simultaneously and be effectively reduced deadweight.
Improving further, described Recombined bamboo plate thickness is 12mm.
Improve further, a diameter of 6mm of described dormant bolt.
The beneficial effects of the utility model are:
This utility model steel framework Recombined bamboo template uses shaped steel and modular system, assembly, use are flexibly, Recombined bamboo bamboo wood is discongested into elongated, be cross-linked with each other and keep the loose reticular fiber bundle of the original arrangement mode of fiber, a kind of biomass composite of hot pressing after drying, applying glue, assembly molding.The maximum feature of Recombined bamboo is the inherent character of abundant Appropriate application bamboo fiber material, it is not required to cut open the working angles such as the thin bamboo strip, flaking, rotary-cut, on the basis of ensureing that bamboo wood efficiently utilizes, giving full play to the original physical and mechanical property of bamboo wood, its surface smoothness, intensity, stiffness index are superior to common bamboo wood.Recombined bamboo is used as the panel of steel frame moulding board, the high intensity of Recombined bamboo, high rigidity and the material behavior of high-flatness can be given full play to, template weight can be alleviated, increase the template number of turnover, save substantial amounts of steel and timber, saving Financial cost, improve concrete engineering quality, properties is substantially better than other steel framework clad can gang forms.
Accompanying drawing explanation
Figure
1 is this utility model structural representation；
Fig. 2 is the 1-1 profile of Fig. 1；
Figure
3 is steel framework border structure schematic diagram；
Figure
4 is steel framework longitudinal and transverse main rib structural representation.
Detailed description of the invention
The utility model is described in further detail below in conjunction with the accompanying drawings:
As shown in Figure 1-2, one described in the utility model novel steel framework Recombined bamboo template, including steel framework framework and Recombined bamboo panel 1, described steel framework framework is by steel framework frame 2, the horizontal main rib of steel framework 3 and steel framework are indulged main rib 4 and are formed, multiple steel framework frames 2 are spliced to form a tetragon outside framework by welding from each other, again by multiple horizontal main ribs of the steel framework arranged in length and breadth 3, steel framework is indulged between main rib 4 and outside framework overall by welding formation steel framework framework, finally, Recombined bamboo panel 1 that thickness is 12mm is connected with whole steel framework framework by the dormant bolt 5 of a diameter of 6mm and forms overall template.
Steel framework frame as shown in Figure 3 be one-time formed height be 63.5mm, bracket height is the hot rolling F shaped steel frame of 12mm, this frame can make panel act on steel framework ribs completely, is delivered on steel framework by panel load, and lateral rigidity and the overall performance of template are significantly improved.
Steel framework as shown in Figure 4 indulges main rib and the horizontal main rib of steel framework is the L-type angle steel steel rib of 50mm × 50mm × 4mm, the shaped steel rigidity of this section form is big, when being connected with panel, contact area is big, can ensure that panel is connected with the firm of steel framework, effectively increase the globality of panel and steel framework, solve the out-of-plane stable problem of steel rib simultaneously and be effectively reduced deadweight.
The industrialization product that Recombined bamboo panel is Zhejiang bamboo wood Industrial Co., Ltd. that this utility model uses, product raw material is the Phyllostachys pubescens Mazei ex H.de Lebaie in more than the 4 years age of bamboo originating from Huang Hu town, Hangzhou, Zhejiang province city, through block cut open slight or pulverize, be dried, the process such as impregnation, hot-press solidifying is processed into Recombined bamboo square stock, as required Recombined bamboo square stock is cut, is hot pressed into the form specified；Recombined bamboo panel is the carbonization Recombined bamboo in the carbide furnace of about 0.3MPa pressure after 60 ~ 90 minutes steam processes, and after carbonization, the corrosion resistance of Recombined bamboo strengthens, and its color is dark brown；And the specification of the Recombined bamboo in this utility model meets modular system, wherein, when width modulus uses 1M(more than 900mm, advanced by 300mm), when length modulus uses 3/2M(more than 900mm, advanced by 300mm).Meanwhile, according to requirement of engineering, the dedicated templates such as external corner, inner corner trim and the connection cornea consistent with template modulus are increased.The specification of steel framework Recombined bamboo template is shown in Table 1.
Table 1 steel framework Recombined bamboo template specification
The above is only preferred implementation of the present utility model; it should be pointed out that, for those skilled in the art, on the premise of without departing from this utility model principle; can also make some improvement, these improvement also should be regarded as protection domain of the present utility model.
Claims (5)
1. a novel steel framework Recombined bamboo template, it is characterized in that: include steel framework framework and Recombined bamboo panel (1), described steel framework framework is indulged main rib (4) each other by being welded by steel framework frame (2), the horizontal main rib of steel framework (3) and steel framework, and Recombined bamboo panel (1) is connected with whole steel framework framework by dormant bolt (5).
The most novel steel framework Recombined bamboo template, it is characterised in that described steel framework frame (2) be one-time formed height be 63.5mm, bracket height is the hot rolling F shaped steel frame of 12mm.
Novel steel framework Recombined bamboo template the most according to claim 1, it is characterised in that the horizontal main rib of described steel framework (3) and steel framework are indulged main rib (4) and be the L-type angle steel steel rib of 50mm × 50mm × 4mm.
Novel steel framework Recombined bamboo template the most according to claim 1, it is characterised in that described Recombined bamboo panel (1) thickness is 12mm.
Novel steel framework Recombined bamboo template the most according to claim 1, it is characterised in that described dormant bolt (5) a diameter of 6mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620156115.4U CN205476426U (en) | 2016-03-02 | 2016-03-02 | Novel steel framework reorganization bamboo template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620156115.4U CN205476426U (en) | 2016-03-02 | 2016-03-02 | Novel steel framework reorganization bamboo template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205476426U true CN205476426U (en) | 2016-08-17 |
Family
ID=56658008
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620156115.4U Expired - Fee Related CN205476426U (en) | 2016-03-02 | 2016-03-02 | Novel steel framework reorganization bamboo template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205476426U (en) |
-
2016
- 2016-03-02 CN CN201620156115.4U patent/CN205476426U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201883600U (en) | Fiber reinforced plastic (FRP) and concrete composite board | |
| CN205735346U (en) | A kind of lightweight bamboo wood composite hollow sheet material | |
| CN205476426U (en) | Novel steel framework reorganization bamboo template | |
| CN202882400U (en) | Building template | |
| CN201193401Y (en) | Template for coated bamboo plywood with steel frame | |
| CN204060018U (en) | The wooden frame Tenon joint reinforcing structure supported is made with steel bracket | |
| CN206144136U (en) | Construction of steel wood combination formula is with a supporting beam | |
| CN206408632U (en) | Foundation pit supporting construction for unilateral reinforcing side slope | |
| CN207499207U (en) | A kind of steel-Recombined bamboo compound shear wall | |
| CN204112592U (en) | Cellular web L tee section abnormity steel column | |
| CN204676883U (en) | External angle formwork oblique pull fastener | |
| CN209942039U (en) | Parallel string steel bamboo combination truss structure | |
| CN204199535U (en) | Can the log cabin trusses of effective load-bearing | |
| CN201271925Y (en) | Hollow medium-density fiberboard | |
| CN209942038U (en) | Bamboo laminated wood up-down splicing beam | |
| CN202899336U (en) | Groove type external wall insulation energy conservation formwork with steel mesh | |
| CN203213592U (en) | Aluminum alloy beam bottom template | |
| CN206493617U (en) | One kind production solid wood furniture sawdust compaction apparatus | |
| CN201423698Y (en) | Extruded hollow medium-density fibreboard | |
| CN207211802U (en) | A kind of structure reinforced for wooden frame tenon | |
| CN105019643A (en) | PVC foaming double-faced extrusion sheet material | |
| CN205077868U (en) | Reinforcement aluminum alloy template K spacer pin subassembly for board | |
| CN214983822U (en) | Wood-based double-layer dot matrix sandwich structure | |
| CN202462539U (en) | Composite bamboo board | |
| CN211735992U (en) | Wood-straw-lightweight aggregate concrete composite floor system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 Termination date: 20190302 |