CN203961028U - A kind of high-intensity solder sphere and truss connected node - Google Patents
A kind of high-intensity solder sphere and truss connected node Download PDFInfo
- Publication number
- CN203961028U CN203961028U CN201420405054.1U CN201420405054U CN203961028U CN 203961028 U CN203961028 U CN 203961028U CN 201420405054 U CN201420405054 U CN 201420405054U CN 203961028 U CN203961028 U CN 203961028U
- Authority
- CN
- China
- Prior art keywords
- truss
- level board
- floor
- steel ball
- chord member
- 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
Abstract
The utility model is a kind of high-intensity solder sphere and truss connected node, there is hollow steel ball, on hollow steel ball, be provided with first floor jack truss chord member and second layer jack truss chord member, described hollow steel ball is comprised of episphere and lower semisphere, described four chord member of truss are vertically crossing distribution mutually, under described first floor jack truss chord member, be positioned at and on hollow steel ball outer wall, be evenly provided with three first floor jack truss web members, under described second layer jack truss chord member, be positioned at and on hollow steel ball outer wall, be equally one in front and one in back symmetrically arranged with two second layer jack truss web members, the utility model simple structure, easy to connect, intensity is large, lightweight, handsome in appearance, without support, avoids a large amount of weld seams to overlap, and is widely used in the venue structure of various large spans.
Description
Technical field
The utility model relates to a kind of structural transition layer stationary nodes of field of steel structure, especially a kind of high-intensity solder sphere and truss connected node.
Background technology
Development along with economy and society, the building that has occurred large quantities of modernization styles, their scale is large, quality is high, the looks of modern city have obviously been changed, especially a lot of modern architecture works, in order to represent oneself, increasing people select to seek the bright and new and peculiar of individual character, this has just caused from the irregular building of the many curved surfaces of the building a large amount of multi-spans of angle, from structure angle, the combination of various structures form often, existing structural transition layer stationary nodes can not meet the combination needs of various structures form, in current stationary nodes, solder sphere is widely used in various buildings, but diameter dimension is all smaller, intensity is low, cannot meet the needs of some large-scale highrise buildings.
Summary of the invention
The purpose of this utility model is improved for existing solder sphere and truss connected node exactly, provides a kind of diameter dimension large, the solder sphere that intensity is high and truss connected node.
The utility model specific embodiment is: a kind of high-intensity solder sphere and truss connected node, there is hollow steel ball, on hollow steel ball, be provided with two first floor jack truss chord members and two second layer jack truss chord members, described hollow steel ball is comprised of episphere and lower semisphere, described episphere comprises a upper hemispherical shell, described upper hemispherical shell top is whittled into flat-top, match and be provided with level board on flat-top, on upper level board, be provided with a shrouding, in upper hemispherical shell inside, be provided with the floor of vertically putting more energy into of mutual right-angled intersection, on the lower surface of the floor of vertically putting more energy into, be also provided with a round level board, described round level board diameter equates with upper hemispherical shell inner diameter, described lower semisphere comprises a lower hemisphere shell, in lower hemisphere shell inside, be provided with equally vertically put more energy into floor and a roundlet level board of a right-angled intersection, described roundlet level board arranges with the floor of vertically putting more energy into is vertical, and roundlet level board diameter is less than spherical shell inner diameter, described upper and lower hemispheres is welded to each other the floor setting of mutually aliging of vertically putting more energy into of alignment and inside, described four chord member of truss are vertically crossing distribution mutually, the setting of aliging with upper level board of described every chord member of truss upper surface, the setting of aliging with the roundlet level board of lower hemisphere shell inside of described every chord member of truss lower surface, under described first floor jack truss chord member, be positioned on hollow steel ball outer wall and be evenly provided with three first floor jack truss web members, under described second layer jack truss chord member, be positioned at and on hollow steel ball outer wall, be equally one in front and one in back symmetrically arranged with two second layer jack truss web members.
Chord member of truss described in the utility model and truss web all adopt i-beam structure.
Upper level board described in the utility model in hollow steel ball, circle level board and roundlet level board correspondence position are respectively provided with four air-vents from top to bottom.
The web of the jack truss of first floor described in the utility model web member and the vertical setting mutually of the web of first floor jack truss chord member.
The web of the jack truss of the second layer described in the utility model web member and the vertical setting mutually of the web of second layer jack truss chord member.
The diameter of hollow steel ball described in the utility model is 1300mm.
Upper and lower hemispheres described in the utility model adopts and is made of welded connection.
Solder sphere described in the utility model and truss connected node, adopt soldered the connecing of H shaped steel bracket bolt, solder sphere inside is provided with the horizontal and vertical floor of putting more energy into simultaneously, and simple structure is easy to connect, intensity is large, lightweight, handsome in appearance, without support, avoid a large amount of weld seams to overlap, be widely used in the venue structure of various large spans.
Accompanying drawing explanation
Fig. 1 is the utility model axle side direction structural representation;
Fig. 2 is the main apparent direction structural representation of the utility model;
Fig. 3 is the main apparent direction structural representation of the utility model hollow core steel ball;
Fig. 4 is that the A-A of Fig. 3 is to cut-away illustration;
Fig. 5 is that in Fig. 3, I dissects enlarged diagram in place.
In figure: 1-shrouding, 2-hollow steel ball, 3-upper level board, 4-first floor jack truss chord member, 5-second layer jack truss chord member, 6-second layer jack truss web member, 7-first floor jack truss web member, 8-air-vent, 9-circle level board, 10-upper hemispherical shell, 11-lower hemisphere shell, 12-roundlet level board, the 13-floor of vertically putting more energy into.
The specific embodiment
Referring to Fig. 1-Fig. 5, the utility model is a kind of high-intensity solder sphere and truss connected node, there is hollow steel ball 2, on hollow steel ball, be provided with two first floor jack truss chord members 4 and two second layer jack truss chord members 5, described hollow steel ball is comprised of episphere and lower semisphere, described episphere comprises a upper hemispherical shell 10, described upper hemispherical shell top is whittled into flat-top, match and be provided with level board 3 on flat-top, on upper level board, be provided with a shrouding 1, in upper hemispherical shell inside, be provided with the floor 13 of vertically putting more energy into of mutual right-angled intersection, on the lower surface of the floor of vertically putting more energy into, be also provided with a round level board 9, described round level board diameter equates with upper hemispherical shell inner diameter, described lower semisphere comprises a lower hemisphere shell 11, in lower hemisphere shell inside, be provided with equally vertically put more energy into floor 13 and a roundlet level board 12 of a right-angled intersection, described roundlet level board arranges with the floor of vertically putting more energy into is vertical, and roundlet level board diameter is less than spherical shell inner diameter, described upper and lower hemispheres is welded to each other the floor setting of mutually aliging of vertically putting more energy into of alignment and inside, described four chord member of truss are vertically crossing distribution mutually, the setting of aliging with upper level board 3 of described every chord member of truss upper surface, the setting of aliging with the roundlet level board 12 of lower hemisphere shell inside of described every chord member of truss lower surface, under described first floor jack truss chord member 4, be positioned on hollow steel ball outer wall and be evenly provided with three first floor jack truss web members 7, under described second layer jack truss chord member 5, be positioned at and on hollow steel ball outer wall, be equally one in front and one in back symmetrically arranged with two second layer jack truss web members 6.
Chord member of truss described in the present embodiment and truss web all adopt i-beam structure.
Upper level board 3 described in the present embodiment in hollow steel ball, circle level board 9 and roundlet level board 12 correspondence positions are respectively provided with four air-vents 8 from top to bottom.
The web of the jack truss of first floor described in the present embodiment web member 7 and the vertical setting mutually of the web of first floor jack truss chord member 4.
The web of the jack truss of the second layer described in the present embodiment web member 6 and the vertical setting mutually of the web of second layer jack truss chord member 5.
The diameter of hollow steel ball described in the present embodiment 2 is 1300mm.
Upper and lower hemispheres described in the present embodiment adopts and is made of welded connection.
Solder sphere described in the present embodiment and truss connected node, adopt soldered the connecing of H shaped steel bracket bolt, and solder sphere inside is provided with the horizontal and vertical floor of putting more energy into, simple structure simultaneously, easy to connect, intensity is large, lightweight, handsome in appearance, without support, avoid a large amount of weld seams to overlap.
Claims (7)
1. a high-intensity solder sphere and truss connected node, there is hollow steel ball, on hollow steel ball, be provided with two first floor jack truss chord members and two second layer jack truss chord members, it is characterized in that: described hollow steel ball is comprised of episphere and lower semisphere, described episphere comprises a upper hemispherical shell, described upper hemispherical shell top is whittled into flat-top, match and be provided with level board on flat-top, on upper level board, be provided with a shrouding, in upper hemispherical shell inside, be provided with the floor of vertically putting more energy into of mutual right-angled intersection, on the lower surface of the floor of vertically putting more energy into, be also provided with a round level board, described round level board diameter equates with upper hemispherical shell inner diameter, described lower semisphere comprises a lower hemisphere shell, in lower hemisphere shell inside, be provided with equally vertically put more energy into floor and a roundlet level board of a right-angled intersection, described roundlet level board arranges with the floor of vertically putting more energy into is vertical, and roundlet level board diameter is less than spherical shell inner diameter, described upper and lower hemispheres is welded to each other the floor setting of mutually aliging of vertically putting more energy into of alignment and inside, described four chord member of truss are vertically crossing distribution mutually, the setting of aliging with upper level board of described every chord member of truss upper surface, the setting of aliging with the roundlet level board of lower hemisphere shell inside of described every chord member of truss lower surface, under described first floor jack truss chord member, be positioned on hollow steel ball outer wall and be evenly provided with three first floor jack truss web members, under described second layer jack truss chord member, be positioned at and on hollow steel ball outer wall, be equally one in front and one in back symmetrically arranged with two second layer jack truss web members.
2. a kind of high-intensity solder sphere according to claim 1 and truss connected node, is characterized in that: described chord member of truss and truss web all adopt i-beam structure.
3. a kind of high-intensity solder sphere according to claim 1 and truss connected node, is characterized in that: the upper level board in described hollow steel ball, circle level board and roundlet level board correspondence position are respectively provided with four air-vents from top to bottom.
4. a kind of high-intensity solder sphere according to claim 1 and 2 and truss connected node, is characterized in that: the web vertical setting mutually of the web of described first floor jack truss web member and first floor jack truss chord member.
5. a kind of high-intensity solder sphere according to claim 1 and 2 and truss connected node, is characterized in that: the web vertical setting mutually of the web of described second layer jack truss web member and second layer jack truss chord member.
6. a kind of high-intensity solder sphere according to claim 1 and truss connected node, is characterized in that: the diameter of described hollow steel ball is 1300mm.
7. a kind of high-intensity solder sphere according to claim 1 and truss connected node, is characterized in that: described upper and lower hemispheres adopts and is made of welded connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420405054.1U CN203961028U (en) | 2014-07-22 | 2014-07-22 | A kind of high-intensity solder sphere and truss connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420405054.1U CN203961028U (en) | 2014-07-22 | 2014-07-22 | A kind of high-intensity solder sphere and truss connected node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203961028U true CN203961028U (en) | 2014-11-26 |
Family
ID=51921629
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420405054.1U Expired - Fee Related CN203961028U (en) | 2014-07-22 | 2014-07-22 | A kind of high-intensity solder sphere and truss connected node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203961028U (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105508355A (en) * | 2016-01-07 | 2016-04-20 | 上海振华重工(集团)股份有限公司 | Containing-type node |
| CN105971115A (en) * | 2016-06-29 | 2016-09-28 | 西安汾阳钢结构有限公司 | Truss units, jacking formwork, jacking device and jacking and dismantling methods |
| CN106988431A (en) * | 2017-04-09 | 2017-07-28 | 中建三局第建设工程有限责任公司 | It is a kind of to be used for the space truss tumbler bearing node with drag-line and manufacture method |
| CN108951853A (en) * | 2018-05-31 | 2018-12-07 | 中建钢构江苏有限公司 | A kind of superthick variable cross-section multi-angle complex truss node production method |
| CN109057017A (en) * | 2018-08-14 | 2018-12-21 | 中建钢构有限公司 | Weld bulb capsule tubular joint |
| CN109356291A (en) * | 2018-11-15 | 2019-02-19 | 昆山福艾威建筑科技有限公司 | The connection method of heavy sphere structure north and south the two poles of the earth connection |
| CN109483161A (en) * | 2018-10-19 | 2019-03-19 | 中国黄金集团建设有限公司 | A kind of processing method of solder sphere |
| CN111119051A (en) * | 2019-12-24 | 2020-05-08 | 江苏中铁山桥重工有限公司 | Novel penetrating type chord structure |
| CN111663663A (en) * | 2020-05-20 | 2020-09-15 | 浙大城市学院 | Non-central intersection stiffening bulb tube node of multi-rod space tube truss and application |
| CN114182815A (en) * | 2021-12-07 | 2022-03-15 | 浙江精工钢结构集团有限公司 | Inverted-bell-shaped grid structure node suitable for concrete roof panel and manufacturing method |
| CN115853115A (en) * | 2022-12-20 | 2023-03-28 | 中国建筑设计研究院有限公司 | Inserting plate node connecting structure of pipe truss and pipe truss system |
| CN116220195A (en) * | 2023-05-08 | 2023-06-06 | 山西六建集团有限公司 | Welded hollow ball joint and processing method thereof |
-
2014
- 2014-07-22 CN CN201420405054.1U patent/CN203961028U/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105508355A (en) * | 2016-01-07 | 2016-04-20 | 上海振华重工(集团)股份有限公司 | Containing-type node |
| CN105971115A (en) * | 2016-06-29 | 2016-09-28 | 西安汾阳钢结构有限公司 | Truss units, jacking formwork, jacking device and jacking and dismantling methods |
| CN105971115B (en) * | 2016-06-29 | 2018-09-25 | 西安汾阳钢结构有限公司 | Truss element, jacking frame body, jacking apparatus, jacking and method for dismounting |
| CN106988431A (en) * | 2017-04-09 | 2017-07-28 | 中建三局第建设工程有限责任公司 | It is a kind of to be used for the space truss tumbler bearing node with drag-line and manufacture method |
| CN108951853A (en) * | 2018-05-31 | 2018-12-07 | 中建钢构江苏有限公司 | A kind of superthick variable cross-section multi-angle complex truss node production method |
| CN109057017A (en) * | 2018-08-14 | 2018-12-21 | 中建钢构有限公司 | Weld bulb capsule tubular joint |
| CN109483161A (en) * | 2018-10-19 | 2019-03-19 | 中国黄金集团建设有限公司 | A kind of processing method of solder sphere |
| CN109356291A (en) * | 2018-11-15 | 2019-02-19 | 昆山福艾威建筑科技有限公司 | The connection method of heavy sphere structure north and south the two poles of the earth connection |
| CN109356291B (en) * | 2018-11-15 | 2020-06-26 | 昆山福艾威建筑科技有限公司 | Method for connecting north and south poles of heavy spherical structure |
| CN111119051A (en) * | 2019-12-24 | 2020-05-08 | 江苏中铁山桥重工有限公司 | Novel penetrating type chord structure |
| CN111663663A (en) * | 2020-05-20 | 2020-09-15 | 浙大城市学院 | Non-central intersection stiffening bulb tube node of multi-rod space tube truss and application |
| CN114182815A (en) * | 2021-12-07 | 2022-03-15 | 浙江精工钢结构集团有限公司 | Inverted-bell-shaped grid structure node suitable for concrete roof panel and manufacturing method |
| CN115853115A (en) * | 2022-12-20 | 2023-03-28 | 中国建筑设计研究院有限公司 | Inserting plate node connecting structure of pipe truss and pipe truss system |
| CN115853115B (en) * | 2022-12-20 | 2023-11-07 | 中国建筑设计研究院有限公司 | Picture peg node connection structure and pipe truss system of pipe truss |
| CN116220195A (en) * | 2023-05-08 | 2023-06-06 | 山西六建集团有限公司 | Welded hollow ball joint and processing method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203961028U (en) | A kind of high-intensity solder sphere and truss connected node | |
| CN103938720B (en) | The construction method of the large space metal ball crown net shell of equipment accumulating | |
| CN207485046U (en) | A kind of bilayer steel-structure factory building | |
| CN205475731U (en) | Integrated house combination mosaic structure's building node | |
| CN202672687U (en) | Three-point lifting scaffolding | |
| CN205259686U (en) | Novel flagpole | |
| CN206015912U (en) | A kind of novel welding ball node | |
| CN204212271U (en) | A kind of support node | |
| CN205134739U (en) | Circular cavity compound steel pipes concrete column of hexagon cover | |
| CN206137640U (en) | Indoor hanging seat | |
| CN202672348U (en) | Cross-core stiffening rib type spherical node support | |
| CN202324776U (en) | Vertical latticed shell structure | |
| CN204741062U (en) | Remove antenna and embrace pole | |
| CN210722121U (en) | Building block type teaching aid for oriental pearl tower | |
| CN201331890Y (en) | Extra-large three-sided billboard | |
| CN205617565U (en) | Upper assembling type steel corbel of thermal power factory structure | |
| CN205840499U (en) | A kind of recreation ground guardrail | |
| CN208777457U (en) | A kind of hemispherical steel structure support node | |
| CN204001975U (en) | A kind of six angle pipes tent | |
| CN104372975B (en) | A kind of anti-lightning strike combination steel tower | |
| CN202831754U (en) | Communication tower with arched inclined supports | |
| CN205012466U (en) | Three bases | |
| CN203334758U (en) | Pi connection special-shape steel pipe rod | |
| CN211230203U (en) | Folding cat ladder suitable for utility tunnel | |
| CN203334439U (en) | Cast steel joint |
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: 20141126 Termination date: 20200722 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |