CN107269042A - Steel reinforced concrete assembling space net rack indoor sport shop - Google Patents
Steel reinforced concrete assembling space net rack indoor sport shop Download PDFInfo
- Publication number
- CN107269042A CN107269042A CN201710578493.0A CN201710578493A CN107269042A CN 107269042 A CN107269042 A CN 107269042A CN 201710578493 A CN201710578493 A CN 201710578493A CN 107269042 A CN107269042 A CN 107269042A
- Authority
- CN
- China
- Prior art keywords
- ball
- rod member
- reinforced concrete
- steel reinforced
- node
- 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
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
- E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
- E04H3/14—Gymnasiums; Other sporting buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B1/1906—Connecting nodes specially adapted therefor with central spherical, semispherical or polyhedral connecting element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1948—Concrete struts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1957—Details of connections between nodes and struts
- E04B2001/1966—Formlocking connections other than screw connections
- E04B2001/1969—Ball and socket type connection
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/199—Details of roofs, floors or walls supported by the framework
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention is a kind of prefabricated fabricated armored concrete grid structure, it is characterized in that rod member and bolted node sphere are that armored concrete is prefabricated;The plurality of advantages of general steel rack is made it have, again can be outdoor weather-proof non-maintaining, expand the use scope of grid structure;Energy batch production running, it is spiritual beneficial to " craftsman " is developed.
Description
Technical field
Building structure.
Background technology
Grid structure, mechanical advantage is more, but known rack ball node and rod member are all steels, so being only used for protection
The good building for having roof system, and maintenance work trouble, are restricted greatly using scope.
The content of the invention
In order that the advantage of rack played a role under open-air atmosphere with it is easy to maintenance, the present invention is using technical scheme:
1st, grid structure is done using armored concrete;
2nd, rod member, hereinafter referred to as rod member are done with high grade armored concrete;
3rd, ball node, hereinafter referred to as ball node are done with high grade reinforced concrete soil ball;
4th, spheric is made in the termination of tender;
5th, the concave ball shape shape of the same diameter with rod member end is made in the corresponding position of ball node with rod member termination;
6th, rod member and ball-joint bring steel wire out into the open, and the end of steel wire two is each through the bolted node sphere centre of sphere, tightens and is anchored on ball node;Rod member termination is embedding
Withstand at recessed ball into " ball pivot ";
Beneficial effect:
1st, have good integrity, the good advantage of shock resistance;
2nd, weather-proof non-corrosive, can be exposed to outdoor;
Brief description of the drawings:
Fig. 1:In the total perspective view of present example 1, figure:001. sphere nodes, 002. rod member, 003. is short across girder, 004. bearing
Quarter butt, 005. thin spherical shell top, 006. light wall, 007. marks time, 008. court sideline;
Fig. 2:The plan of present example 1;
Fig. 3:In the ball pivot node fragmentary, perspective view of present example 1, figure:001. sphere nodes, 301. rod member spherical ends, 302.
Sphere nodes sphere is recessed, 303. steel strand anchoring ends, the cammed surface of 304. rod members, 305. short across girder cammed surfaces;
Embodiment:
Example 1:The modern life, residential communities indoor sport venue is critically important, but cost is high, Maintenance Difficulty, at present seldom, it is impossible to suitable
Answer mass sports activities demand;This example uses armored concrete rack scheme to save cost;By implementation process priority division
It is as follows:
1st, spheroid, stress performance is good, minimum outer area, encloses the space of maximum, economical and practical;This venue buildings body ball
Body;
2nd, court size requirement is 15 meters * 28 meters, and indoor football size minimum requires it is 15 meters * 25 meters, and clear height is not small
In 6 meters;Its comprehensive binomial site requirements, by 15 meters * 28 meters, clear height is not less than 6 meters of size Control place size at the sideline of court;
The covered court space so formed also is adapted for shuttlecock, volleyball movement;
3rd, compare through computer drawing, the dome radius of a ball is 20 meters, the dome ball of 7.50 meters away from flooring distance of ball center
Wrap up place;
4th, rod member 002 and ball node 001 are done to ball dome piecemeal and connection " block " summit with " football polyhedron ";Rod member 002
There is one kind, and a ball node 001, different positions, 302 positions of hinge are different;
5th, dome shape 301, pre- steel strand are made in the termination of rod member 002;The tight grapplings 303 of Stretch after ball node 001 is in place;It is anti-using having
Become rusty steel strand wires;
6th, bearing quarter butt 004, one end is cast-in-place on the basis of, into fixed end;One end and ball node 001 are into ball pivot;
7th, overall structure antidetonation, rod member 002 and ball node 001 or the steel strand wires of rod member 002 and ball node 001 are considered as a whole,
Anchored after certain tensioning value, structure slurry can be noted or structure slurry is not noted, determined by specific design;
8th, the regular hexagon and regular pentagon that rod member 002 is enclosed, with " it is short across girder 003 ", so that regular hexagon is inscribed and is inscribed just
Pentagonal " multiple " encloses, and can reduce 003 profile height;Safety glass daylighting is spread between Liang Yuliang;Shelve short using gravity
Across girder, rod member 002 will make cammed surface 304 and the short cammed surface 305 across girder;It is short to be wanted at small beam support for antidetonation
If built-in fitting is welded or handled with embedding re-bar technique;
Example 2:The electric power of alternative open field and the steel tower of communication, it is durable in use non-maintaining;
Implementation result:
1st, building shape tool " strength " is beautiful;
2nd, component is both structural member, is also to go along with sb. to guard him part, save space, saves cost;
3rd, specialized troop can be brought up, " craftsman " spirit can be cultivated, best product is constantly made.
Claims (2)
1. this is a kind of steel reinforced concrete assembling structure, mainly include the ball node of armored concrete(001), armored concrete
Rod member(002);It is characterized in that the connection of described rod member and ball node is ball pivot connection, armored concrete rack knot is formed
Structure.
2. with the ball pivot connection described in right 1, it is characterised in that:Make sphere in rod member termination(301), ball node(001)To bar
It is recessed that sphere is done in the corresponding position of part(302), rod member and ball-joint are brought the tight steel wires of Stretch out into the open and anchored, make to form ball pivot between rod member and ball node
Connection.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710578493.0A CN107269042A (en) | 2017-07-17 | 2017-07-17 | Steel reinforced concrete assembling space net rack indoor sport shop |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710578493.0A CN107269042A (en) | 2017-07-17 | 2017-07-17 | Steel reinforced concrete assembling space net rack indoor sport shop |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107269042A true CN107269042A (en) | 2017-10-20 |
Family
ID=60072172
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710578493.0A Pending CN107269042A (en) | 2017-07-17 | 2017-07-17 | Steel reinforced concrete assembling space net rack indoor sport shop |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107269042A (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59130940A (en) * | 1982-09-16 | 1984-07-27 | フイナルベデイ・イニチアテイブ・インドウストリアリ・エツセ ピア | Space lattice structure |
CN85102859A (en) * | 1985-04-17 | 1986-10-15 | 布亚格斯特 | Concrete structure |
CN103967318A (en) * | 2014-06-03 | 2014-08-06 | 内蒙古科技大学 | Universal package ball type node of lattice type steel tube concrete wind power tower |
CN205296917U (en) * | 2015-11-19 | 2016-06-08 | 劳斯伯格篷房制造(上海)有限公司 | Polygonized structure stadiums convenient to dismantle |
CN106930566A (en) * | 2017-03-31 | 2017-07-07 | 陈益民 | Small towns steel reinforced concrete assembling five-a-side in door football shop |
-
2017
- 2017-07-17 CN CN201710578493.0A patent/CN107269042A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59130940A (en) * | 1982-09-16 | 1984-07-27 | フイナルベデイ・イニチアテイブ・インドウストリアリ・エツセ ピア | Space lattice structure |
CN85102859A (en) * | 1985-04-17 | 1986-10-15 | 布亚格斯特 | Concrete structure |
CN103967318A (en) * | 2014-06-03 | 2014-08-06 | 内蒙古科技大学 | Universal package ball type node of lattice type steel tube concrete wind power tower |
CN205296917U (en) * | 2015-11-19 | 2016-06-08 | 劳斯伯格篷房制造(上海)有限公司 | Polygonized structure stadiums convenient to dismantle |
CN106930566A (en) * | 2017-03-31 | 2017-07-07 | 陈益民 | Small towns steel reinforced concrete assembling five-a-side in door football shop |
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PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171020 |
|
WD01 | Invention patent application deemed withdrawn after publication |