CN204356910U - A kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt - Google Patents
A kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt Download PDFInfo
- Publication number
- CN204356910U CN204356910U CN201420832266.8U CN201420832266U CN204356910U CN 204356910 U CN204356910 U CN 204356910U CN 201420832266 U CN201420832266 U CN 201420832266U CN 204356910 U CN204356910 U CN 204356910U
- Authority
- CN
- China
- Prior art keywords
- core walls
- walls structure
- assembly
- adapter
- timber compoment
- 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
- 239000002023 wood Substances 0.000 title claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 7
- 229910045601 alloy Inorganic materials 0.000 claims description 3
- 239000000956 alloy Substances 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 10
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 3
- 239000011151 fibre-reinforced plastic Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000012552 review Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt, comprise Core Walls Structure and timber compoment assembly, described timber compoment assembly is arranged on the periphery of Core Walls Structure, is connected or is directly connected by bolt between Core Walls Structure and timber compoment assembly by split bolt and nut; Described timber compoment assembly comprises adapter, rod end bar planting and rod part, and described rod end bar planting is welded on adapter, and described rod part is connected with adapter by rod end bar planting; Upper surface and the lower surface of described Core Walls Structure are respectively arranged with cover plate, and Core Walls Structure is circular or polygon, and when Core Walls Structure is polygon, polygonal limit number is the rod number of packages object twice of described timber compoment assembly.The utility model is used for, greatly across the connection of wooden construction net shell node, adapting to the theory of energy-saving and environment friendly, having environment protection significance, have good social benefit and economic implications.
Description
Technical field
The utility model relates to space structures log cabin top technical field of buildings, is specially a kind of Space Free-Form Surface wood net shell assembling type node be applicable to wearing bolt.
Background technology
Timber is a kind of natural, environmentally friendly material, is considered to the first-selected building materials of " green building ".Timber is all harmless to environmental beneficial in generation, production, use, discarded process.Timber is applied to building and effectively can reduces building comprehensive energy consumption and the negative effect of building to environment, be conducive to built environment friendly society of China.
Be similar to steel work, modern large is the key link of total system across wooden construction net shell node, all has important function to the bearing capacity of total, rigidity and ductility.Be different from traditional form such as ancient building Tenon node, tooth connection, modern greatly across wooden construction mainly with bolts, pin connect and be connected with nail, combined with metal connecting piece by securing members such as pins, realize the connection of component.
Present stage is used in the node of Space Free-Form Surface latticed shell structure, and the application of assembling type node is less, especially wooden construction surface net shell.Assembling type node is conducive to the development of China's industrialization of construction industry, energy conservation of enhancing productivity, development Green environmental-protection building, and is conducive to improving and ensureing construction engineering quality.Therefore develop one and be both applicable to large-scale production, whether have machining equipment again the value of the assembling type node system of excessive demand particularly remarkable.
Utility model content
The purpose of this utility model is in the face of domestic research and development are voluntarily greatly across the blank of wooden net shell assembling type node, proposing a kind of novel Space Free-Form Surface wood net shell assembling type node to wearing bolt, having higher bending resistance, connection stiffness.
The technical solution adopted in the utility model is: a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt, comprise Core Walls Structure and timber compoment assembly, described timber compoment assembly is arranged on the periphery of Core Walls Structure, is connected or is directly connected by bolt between Core Walls Structure and timber compoment assembly by split bolt and nut;
Described timber compoment assembly comprises adapter, rod end bar planting and rod part, and described rod end bar planting is welded on adapter, and described rod part is connected with adapter by rod end bar planting;
Upper surface and the lower surface of described Core Walls Structure are respectively arranged with cover plate, and Core Walls Structure is circular or polygon, and when Core Walls Structure is polygon, polygonal limit number is the rod number of packages object twice of described timber compoment assembly.
As preferably, the rod number of packages order of described timber compoment assembly is even number, described Core Walls Structure is polygon, is connected between Core Walls Structure with timber compoment assembly by split bolt and nut, the adapter of each rod member can be fixed on two sides of Core Walls Structure symmetry more firmly.
As preferably, the rod number of packages order of described timber compoment assembly is odd number, and described Core Walls Structure is polygon, is directly connected between Core Walls Structure with timber compoment assembly by bolt, is fixed on by adapter on the corresponding side of Core Walls Structure.
As preferably, when running into joints in engineering and being larger, annular stiffening rib can be set inside Core Walls Structure as required, strengthen the rigidity of node.
As preferably, described Core Walls Structure, cover plate and adapter material are stainless steel, alloy or Q system steel.
As preferably, the cross sectional shape of described rod part is square, rectangle or circle, and its material is log, laminated wood, sawn timber, laminated veneer lumber, parallel strand laminated wood or laminated strand lumber.
As preferably, described rod end bar planting is screw rod, round steel, screw-thread steel, steel pipe or FRP (fibre-reinforced plastics).
As preferably, described cover plate is directly welded on upper surface and the lower surface of Core Walls Structure, to improve its rigidity.
As preferably, described cover plate is provided with cover plate Guttr board, and described adapter is provided with adapter Guttr board, is connected, is connected by cover plate with node between cover plate Guttr board with adapter Guttr board by cover plate bolt.
The beneficial effects of the utility model:
1, a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt of providing of the utility model, there is good bearing capacity and connection stiffness, all node components all can be prefabricated in the factory production, directly assemble at the construction field (site), the labour intensity and the difficulty of construction that reduce field worker improve construction quality simultaneously.
2, simple, easy for installation, the easy maintenance working drawing review of the utility model interior joint form is convenient, not only embodies advance technically, also greatly reduces maintenance and the rehabilitation cost of wooden construction, have very high practical value and economic worth.
3, China's timber resources enriches, and selection is convenient, and timber belongs to environmental protection renewable resource, meets the policy that national energy-saving reduces discharging.
Accompanying drawing explanation
Fig. 1 is the on-the-spot integral installation figure of the utility model embodiment 1;
Fig. 2 is that the utility model embodiment 1 Core Walls Structure has been connected figure with rod member;
Fig. 3 is the utility model embodiment 1 prefabrication rod member timber compoment assembly detail drawing;
Fig. 4 is the on-the-spot integral installation figure of the utility model embodiment 2;
Fig. 5 is that the utility model embodiment 2 Core Walls Structure has been connected figure with rod member.
In figure: 1-Core Walls Structure; 2-adapter; The bar planting of 3-rod end; 4-rod part; 5-timber compoment assembly; 6-split bolt; 7-bolt; 8-cover plate; 9-nut; 10-annular stiffening rib; 11-cover plate bolt; 12-cover plate Guttr board; 13-adapter Guttr board.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described further.
Embodiment 1
As Figure 1-3, a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt, comprise Core Walls Structure 1 and timber compoment assembly 5, described timber compoment assembly 5 is arranged on the periphery of Core Walls Structure 1, is connected or is directly connected by bolt 7 between Core Walls Structure 1 and timber compoment assembly 5 by split bolt 6 and nut 9; Described timber compoment assembly 5 comprises adapter 2, rod end bar planting 3 and rod part 4, and described rod end bar planting 3 is welded on adapter 2, and described rod part 4 is connected with adapter 2 by rod end bar planting 3; Upper surface and the lower surface of described Core Walls Structure 1 are respectively arranged with cover plate 8.Annular stiffening rib 10 is set inside Core Walls Structure 1.Described Core Walls Structure 1, cover plate 8 and adapter 2 material are stainless steel, alloy or Q system steel.The cross sectional shape of described rod part 4 is square, rectangle or circle, and its material is log, laminated wood, sawn timber, laminated veneer lumber, parallel strand laminated wood or laminated strand lumber.Described rod end bar planting 3 is screw rod, round steel, screw-thread steel, steel pipe or FRP.Described cover plate 8 is provided with cover plate Guttr board 12, and described adapter 2 is provided with adapter Guttr board 13, is connected between cover plate Guttr board 12 with adapter Guttr board 13 by cover plate bolt 11.
Rod part 4 number of described timber compoment assembly 5 is four, the limit number of Core Walls Structure 1 is the twice of rod part 4, be octagon, timber compoment assembly 5 is arranged symmetrically on each side of Core Walls Structure 1, be connected by nut 9 with Core Walls Structure 1, when four rod parts 4 are all fixed on the surrounding of Core Walls Structure 1, adopt split bolt 6 to pass two sides and the corresponding hole of adapter 2 of Core Walls Structure 1 symmetry, timber compoment assembly 5 is fixed on Core Walls Structure 1 more reliably.
Embodiment 2
As illustrated in figures 4-5, the present embodiment is all identical with embodiment remainder, and difference is:
Rod part 4 number of described timber compoment assembly 5 is five, the limit number of Core Walls Structure 1 is the twice of rod part 4, be decagon, timber compoment assembly 5 is arranged on each side of Core Walls Structure 1, and is fixed on more reliably on Core Walls Structure 1 by timber compoment assembly 5 with bolt 7.
It should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle, can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.The all available prior art of each ingredient not clear and definite in the present embodiment is realized.
Claims (9)
1. one kind to the Space Free-Form Surface wood net shell assembling type node wearing bolt, it is characterized in that: comprise Core Walls Structure and timber compoment assembly, described timber compoment assembly is arranged on the periphery of Core Walls Structure, is connected or is directly connected by bolt between Core Walls Structure and timber compoment assembly by split bolt and nut;
Described timber compoment assembly comprises adapter, rod end bar planting and rod part, and described rod end bar planting is welded on adapter, and described rod part is connected with adapter by rod end bar planting;
Upper surface and the lower surface of described Core Walls Structure are respectively arranged with cover plate, and Core Walls Structure is circular or polygon, and when Core Walls Structure is polygon, polygonal limit number is the rod number of packages object twice of described timber compoment assembly.
2. a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt according to claim 1, it is characterized in that: the rod number of packages order of described timber compoment assembly is even number, described Core Walls Structure is polygon, is connected between Core Walls Structure with timber compoment assembly by split bolt and nut.
3. a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt according to claim 1, it is characterized in that: the rod number of packages order of described timber compoment assembly is odd number, described Core Walls Structure is polygon, is directly connected between Core Walls Structure with timber compoment assembly by bolt.
4. a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt according to claim 1, is characterized in that: arrange annular stiffening rib inside described Core Walls Structure.
5. a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt according to claim 1, is characterized in that: described Core Walls Structure, cover plate and adapter material are stainless steel, alloy or Q system steel.
6. a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt according to claim 1, it is characterized in that: the cross sectional shape of described rod part is square, rectangle or circle, and its material is log, laminated wood, sawn timber, laminated veneer lumber, parallel strand laminated wood or laminated strand lumber.
7. a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt according to claim 1, is characterized in that: described rod end bar planting is screw rod, round steel, screw-thread steel, steel pipe or FRP.
8. a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt according to claim 1, is characterized in that: described cover plate is directly welded on upper surface and the lower surface of Core Walls Structure.
9. a kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt according to claim 1, it is characterized in that: described cover plate is provided with cover plate Guttr board, described adapter is provided with adapter Guttr board, is connected between cover plate Guttr board with adapter Guttr board by cover plate bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420832266.8U CN204356910U (en) | 2014-12-24 | 2014-12-24 | A kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420832266.8U CN204356910U (en) | 2014-12-24 | 2014-12-24 | A kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204356910U true CN204356910U (en) | 2015-05-27 |
Family
ID=53258388
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420832266.8U Expired - Fee Related CN204356910U (en) | 2014-12-24 | 2014-12-24 | A kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204356910U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499578A (en) * | 2014-12-24 | 2015-04-08 | 南京工业大学 | Space free curved surface wooden reticulated shell assembly node of through bolt |
| CN107663904A (en) * | 2017-10-30 | 2018-02-06 | 中国建筑工程（香港）有限公司 | Latticed shell structure and its box node support |
| CN108590049A (en) * | 2018-05-03 | 2018-09-28 | 山东建筑大学 | A kind of novel sets of brackets on top of the columns of gardens ancient architecture and preparation method thereof |
| WO2021037070A1 (en) * | 2019-08-30 | 2021-03-04 | 清华大学 | Spacial curved surface braided structure system for multi-layer self-molding elastic rods and construction method therefor |
-
2014
- 2014-12-24 CN CN201420832266.8U patent/CN204356910U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499578A (en) * | 2014-12-24 | 2015-04-08 | 南京工业大学 | Space free curved surface wooden reticulated shell assembly node of through bolt |
| CN104499578B (en) * | 2014-12-24 | 2017-02-01 | 南京工业大学 | Space free curved surface wooden reticulated shell assembly node of through bolt |
| CN107663904A (en) * | 2017-10-30 | 2018-02-06 | 中国建筑工程（香港）有限公司 | Latticed shell structure and its box node support |
| CN107663904B (en) * | 2017-10-30 | 2021-01-05 | 中国建筑工程（香港）有限公司 | Reticulated shell structure and box type node support thereof |
| CN108590049A (en) * | 2018-05-03 | 2018-09-28 | 山东建筑大学 | A kind of novel sets of brackets on top of the columns of gardens ancient architecture and preparation method thereof |
| CN108590049B (en) * | 2018-05-03 | 2020-02-07 | 山东建筑大学 | Novel bracket arch for garden ancient buildings and manufacturing method thereof |
| WO2021037070A1 (en) * | 2019-08-30 | 2021-03-04 | 清华大学 | Spacial curved surface braided structure system for multi-layer self-molding elastic rods and construction method therefor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204356910U (en) | A kind of Space Free-Form Surface wood net shell assembling type node to wearing bolt | |
| CN103603431A (en) | Assembly wood structure beam column embedded steel bar joint | |
| CN110241972A (en) | A kind of novel fabricated laminated wood-light gauge cold-formed steel shape combination beam and production method | |
| CN103603462A (en) | Combined beam of FRP, wood and steel reinforced concrete | |
| CN203569697U (en) | Beam column embedded steel bar joint of fabricated wood structure | |
| CN204174839U (en) | Cellular junction steel plate-bis-limb steel pipe concrete combination column | |
| CN204356911U (en) | A kind of Space Free-Form Surface wood net shell assembling type node of variable-angle | |
| CN203238951U (en) | Box girder steel pipe arc bracket | |
| CN104499578B (en) | Space free curved surface wooden reticulated shell assembly node of through bolt | |
| CN203569696U (en) | Assembly type wood-structure embedded-rebar node | |
| CN105220777A (en) | Reinforced wooden construction energy dissipation node | |
| CN202745208U (en) | Joint connection of re-combined bamboo timber frame structure | |
| CN205857383U (en) | A kind of assembled timber structure X-shaped beam column energy dissipation node | |
| CN204174833U (en) | The battened steel column that cellular junction plate connects | |
| CN203008356U (en) | High-strength steel wooden structure foot plank for construction | |
| CN105178447B (en) | The concealed energy consumption connector of rectangular-ambulatory-plane timber structure | |
| CN104153630A (en) | Transition connection method of hybrid wind power towers | |
| CN205206140U (en) | Compound web plate power consumption wood joist | |
| CN202090441U (en) | Energy dissipating timber structure tenon-jig node reinforced by arced steel plates | |
| CN205206047U (en) | Strenghthened type timber structure power consumption node | |
| CN103967217A (en) | T-shaped section light steel-small diameter wood combined bearing column and manufacturing method thereof | |
| CN209942039U (en) | Parallel string steel bamboo combination truss structure | |
| CN204059692U (en) | A kind of floor | |
| CN204174832U (en) | Cellular web H steel column | |
| CN202969583U (en) | Connecting structure of pole tower and basic connecting piece |
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 |
Granted publication date: 20150527 Termination date: 20161224 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |