CN205894272U - Fall umbelliform regular polygon steel structure module - Google Patents
Fall umbelliform regular polygon steel structure module Download PDFInfo
- Publication number
- CN205894272U CN205894272U CN201620687853.1U CN201620687853U CN205894272U CN 205894272 U CN205894272 U CN 205894272U CN 201620687853 U CN201620687853 U CN 201620687853U CN 205894272 U CN205894272 U CN 205894272U
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- flooring
- regular polygon
- equilateral triangle
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Abstract
The utility model discloses a fall umbelliform regular polygon steel structure module. This module includes building face mould piece, steel column and steel construction room cover mould piece, the frame of steel construction room cover mould piece be regular polygon, and wholly be umbelliform, the minimum of internal surface is passed through steel column and building face mould piece link to each other, the inside cavity of steel column, as the drainage channel of steel construction room cover mould piece, building face mould piece be regular polygon planar structure. The utility model discloses a fall umbelliform hexagon steel structure module system, when different local reorganization it the time, it can have the form of a complete difference, this has administrated its bigger flexibility ratio, makes it have longer life cycle. It can incessantly be moved and reinvented in theory for the building has longer life cycle, has industrialization degree height moreover, and assembly speed is fast, and on -the -spot wet trade is few, but the regeneration is polluted and is lacked, light class of technical characterstic of dead weight.
Description
Technical field
This utility model is related to technical field of buildings, the more particularly, to a kind of regular polygon of falling umbrella steel structure module.
Background technology
China occurs in that a large amount of temporary buildings along with construction upsurge in recent years, builds especially with development of real estate
The temporary building as sales office or exhibition room, be usually removed after terminating of short duration mission.Partly cause be soil not
Privately owned, so result in certain uncertainty, building is often removed.
In addition with the raising of consumers living, the quality requirements also more and more higher to building for the people.High-quality matter
Contradiction between amount demand and the mode of production falling behind is increasingly notable.So the design concept of traditional architecture is with construction method no
Method meets the demand to architecture of high quality for the people.
Based on above-mentioned problem, inventor, through conscientious research design, develops a kind of hexagon of falling umbrella steel knot
Structure module system, its modularization is built means that, when recombinating it in different places, it can have one completely not
Same form, this has given its bigger flexibility ratio, makes it have longer life cycle, and it can ceaselessly be moved in theory
Move and reinvent.In addition different with the design concept of traditional pitched roof, the shape-designing of umbrella have certain novelty and
Unique distinction.
Content of the invention
The purpose of this utility model is to solve technical problem present in prior art, and provides a kind of umbrella just many
Side shape steel structure module and its installation method.
Essential core of the present utility model is that design concept is unique, all assembled parts is all formed finished parts, so
Live Fast Installation afterwards.Therefore mainly by roof system and floor system modularity, affixed node standardization.In order to reach
Above-mentioned purpose, this utility model employs the following technical solutions:
The regular polygon of falling umbrella steel structure module, including flooring module, steel column and steel house cover module；Described steel
The frame of structure roof module is in regular polygon, and integrally in umbrella, the minimum point of inner surface passes through described steel column and building
Face mould block is connected；Described steel column inner hollow, as the drainage channel of steel house cover module；Described flooring module is just in
Polygon plane structure.Roof system module and flooring module using different regular polygons, but can consider the requirement of quick-assembling,
Adopt even numbers side structure, such as regular hexagon, octagon etc. as far as possible.
In this utility model, roof system module and flooring module adopt that integrated, modularized design can be with related building decoration
Integral demounting is recombinated again, and its structure is safe and reliable.The frame of roof system module and flooring module is all tied using regular polygon
Structure is so that it can carry out free splicing according to required shape.In addition, carrying out draining with traditional surrounding setting gutter
Unlike roofing, outdoor drainage is unfavorable for moulded attractive in appearance, and this utility model Roof Design becomes to be inclined upwardly, in order to
Using internal drainage mode.The discharge outlet of roofing is located at roof system center, and drainage channel is directly using simultaneously as supporting construction
Steel column, thus enormously simplify the structure of module.Secondly, roof girder and the angle of horizontal direction significantly reduce roof load
Moment to beam end, reduces the sectional dimension of beam to a certain extent, and material-saving is economical；Furthermore, umbrella
Shape design increases indoor pure space, improves the comfort level of inhabitation.
Preferably, described steel house cover module frame surrounds regular hexagon by six side bars, described positive six sides
6 summits of shape are connected with the ring flange at steel column top by 6 girders respectively, and the inner surface of roof system module is divided into 6
Equilateral triangle grid, each equilateral triangle grid is divided into 4 secondary equilateral triangle grids by 3 secondary beams.
Further, the inclination angle between described girder and horizontal plane is 21 °.The setting of this angle considers that roofing is prevented
The performance of the performance of water layer material and structural factor, under this angle, roof drainage can quick collecting be discharged, simultaneously overall knot
Structure performance can also be guaranteed.
Further, described girder secondary beam adopts t shaped steel or H type steel.For the ease of girder, the consolidating of secondary beam during this design
Fixed, can directly and ring flange carries out quick assembling, reduction of erection time by bolt.
Further, the frame of described flooring module is joined end to end by 6 side bars and forms regular hexagon planar structure, and
Its 6 summits are connected with the ring flange of steel column bottom by 6 double angle girders respectively, and flooring module segmentation is 6 positive three
Angular grid, each equilateral triangle grid is divided into 4 secondary equilateral triangle grids by 3 type of falling t secondary beams；In view of placement
The needs of precoated plate so side bar is combined by square steel tube side wall joint angle steel sidewall, angle steel, double angle girder and t
The edge of a wing of type secondary beam surrounds bearing, places the precast floor slab of equilateral triangle above bearing.
It is in order to holding triangular precast floor slab provides bearing from angle steel and t shaped steel as beam, realize flooring
Fast spreading, and cast in situs need not be carried out.
Further, described flooring module bottom is provided with two kinds of flooring module bearings, including propping up with square panel
The seat a and bearing b with equilateral triangle panel, and equilateral triangle panel preferably carries out rescinded angle process；Bearing a and the panel of bearing b
Lower section is all connected with three pieces of gripper shoes mutually in 120 ° of angles, is reinforced by floor between gripper shoe and panel；Bearing a props up
Hold below every double angle girder, and bearing b is supported on the summit habitat of three flooring modules of contiguous concatenation.
Because this flooring module is regular hexagon, the force path of its horizontal direction is not mutually perpendicular to form certain angle
Degree, this susceptor design triangularity shape is more more reasonable than traditional bearing cross type stress, and material-saving has necessarily
Economic benefit.
Further, pass through three kinds of standardized connecting plates between adjacent flooring module and realize splicing, on connecting plate a
With inner corner trim, for connecting the internal corner part occurring during only two pieces flooring module splicings；Connecting plate b is rescinded angle pentagon, uses
Connect at the external corner of flooring module；Connecting plate c is truncated triangles, for being simultaneously connected with three flooring moulds of contiguous concatenation
Block；It is bolted between connecting plate and flooring module.
Various combination according to flooring module is selected and is connected template, the installation exercise at the convenient scene of standardized connecting plate,
And connecting plate and flooring module further reduction of erection time with bolts.
Further, it is provided with circular connector above the described ring flange at steel column top, on circular connector, circumference is solid
Surely there are 6 t types or H type bracket, every bracket and 1 girder by full bolt connection.This ring flange can be coordinated with girder, real
Existing quick assembling.
The hexagon of falling umbrella steel structure module system of the present utility model, when recombinating it in different places, it can
To have a diverse form, this has given its bigger flexibility ratio, makes it have longer life cycle.In theory
It can ceaselessly be moved and reinvent has longer life cycle so that building, and has industrialization degree height, assembling
Speed is fast, and situ wet operation is few, reproducible utilization, and pollution is few, from technical characterstics such as heavy and lights.
Brief description
For clearer explanation this utility model embodiment or technical scheme of the prior art, below will be to embodiment
In description the accompanying drawing of required use be briefly described it is clear that, drawings in the following description are only that this practicality is new
Some embodiments of type, for those of ordinary skill in the art, on the premise of not paying creative work, can also root
Obtain other accompanying drawings according to these accompanying drawings.
Fig. 1 is the structural representation of the hexagon of falling umbrella steel structure technique described in the utility model；
Fig. 2 is the schematic diagram of the flooring module of the hexagon of falling umbrella steel structure technique described in the utility model；
Fig. 3 is the seat structure schematic diagram of flooring module；Wherein a) and b) the respectively bearing b with equilateral triangle panel and
The schematic diagram of the bearing a with square panel；
Fig. 4 is the structural representation of the standardization connecting plate connecting flooring module；
Fig. 5 is the schematic diagram of the roof system module of the hexagon of falling umbrella steel structure technique described in the utility model；
Fig. 6 is the flange plate structure schematic diagram connecting roof system module and steel column.
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is described in detail.It will be appreciated that described embodiment is only this
A part of embodiment of utility model, rather than the embodiment being entirely.Based on the embodiment in this utility model, this area is general
The every other embodiment that logical technical staff is obtained under the premise of not making creative work, broadly falls into this utility model and protects
The scope of shield.
In the present embodiment, roof system module and flooring module are all using regular hexagon form in that context it may be convenient to carry out splicing group
Dress.Its basic boom includes hexagon flooring module, circular steel column and the hexagon of falling umbrella steel house cover module.Hexagon
Flooring module comprises 24 equilateral triangle grids, standardized connecting plate and triangular pedestals, and triangular lattice is by some masters
Secondary beam forms, and places precoated plate in each triangular lattice.Standardized connecting plate in order to connect flooring module, connecting plate
Depending on the position according to connection flooring module for the pattern. triangular pedestals are positioned under grade beam according to design requirement. circular steel column
Component includes the standardization ring flange being arranged in steel column two ends, and ring flange is from circular or arc depending on connected structure
The quantity of part. the hexagon of falling umbrella steel house cover module includes some primary-secondary beams for forming roof system module and with circle
Steel column is as the roofing inner water drainage system of drainage channel, and roof drainage passage is placed in inside circular steel column.Below in conjunction with the accompanying drawings
Describe the implementation of this structure in detail.
First as shown in figure 1, being a whole structure schematic diagram of this example, modern design is unique.Its agent structure bag
Include flooring module, steel column and steel house cover module.The frame of steel house cover module is in regular hexagon, and entirety is in center
Depression fall umbrella, the minimum point of inner surface is centrally located, and opens up through hole and be connected with steel column.Steel column inner hollow, as
The drainage channel of steel house cover module.Steel column is connected with flooring module, and flooring module is also in regular hexagon planar structure, and building
Face mould block is identical in the projected area of horizontal plane with steel house cover module.Therefore it can directly carry out 1:1 pairing assembling, no
Other implants need to be set.
Shown in Fig. 2, it is the flooring module in the present embodiment.The frame of flooring module is joined end to end by 6 side bars and is just formed
Hexagon plane structure, and its 6 summits are connected with the ring flange of steel column bottom, by flooring by 6 double angle girders respectively
Module segmentation is 6 equilateral triangle grids, and each equilateral triangle grid is divided into the positive triangle of 4 secondary by 3 type of falling t secondary beams
Shape grid；Consider the needs placing precoated plate so side bar is combined by square steel tube side wall joint angle steel sidewall, angle
The edge of a wing of steel, double angle girder and the type of falling t secondary beam surrounds bearing, places the precast floor slab of equilateral triangle above bearing.From angle
Steel and t shaped steel are that prefabricated plate thickness can be with t type soffit of girder plate hight in order to holding triangular precast floor slab provides bearing as beam
Degree is identical.Girder is directly connected to side bar, between side bar and girder plus secondary beam with by the flooring Module Division of about 40 square meters for 24
Block equilateral triangle grid, the installation at convenient transport and scene and dismounting.
Shown in Fig. 3, it is the flooring module bearing proposing in the present embodiment.Flooring module bottom is provided with two kinds of flooring modules and props up
Seat, the respectively bearing a with square panel (Fig. 3 .b) and the bearing b with equilateral triangle panel (Fig. 3 .a).Wherein bearing b is just
Triangular panels carry out rescinded angle process in advance, three angles of triangle will clip, are easily installed.Bearing a and the panel of bearing b
Lower section is all connected with three pieces of gripper shoes mutually in 120 ° of angles.Between gripper shoe and panel and gripper shoe bottom is all by floor
Reinforced.Setting bearing a is needed to be supported under every double angle girder.Bearing b is supported on three floorings of contiguous concatenation
The summit habitat of module, if only two modules can also be supported with bearing b at this.The gripper shoe of bearing b can set
It is set to inverted trapezoidal, to save raw material and to play more preferable stressed effect.
Shown in Fig. 4, it is the flooring module connecting plates proposing in the present embodiment.The connection of flooring intermodule is altogether by three kinds of standards
The connecting plate changed completes.Connecting plate a (a in Fig. 4) is upper to carry inner corner trim, for occur during only two pieces flooring modules splicings of connection
Internal corner part；Connecting plate b (b in Fig. 4) is pentagon, and two of which angle carries out rescinded angle process, for the external corner of flooring module
(angle not connected with other modules in regular hexagon) place is connected.Connecting plate c (c in Fig. 4) is the triangle after rescinded angle process
Shape, for being simultaneously connected with three flooring modules of contiguous concatenation.Various combination according to flooring module is from connection template, standard
The installation exercise at the convenient scene of connecting plate changed, and connecting plate and flooring module further reduction of erection time with bolts.
Shown in Fig. 5, it is the steel house of the falling umbrella cover module proposing in the present embodiment.First, outdoor drainage be unfavorable for whole
The utilization of the attractive in appearance and inner space of figure modelling, therefore becomes to be inclined upwardly by Roof Design, in order to using internal drainage mode.Steel
The frame of structure roof module periphery surrounds regular hexagon by six side bars, and 6 girders are passed through on orthohexagonal 6 summits respectively
It is connected with the ring flange at steel column top, the inner surface of roof system module is divided into 6 equilateral triangle grids, each equilateral triangle grid
Lattice are divided into 4 secondary equilateral triangle grids by 3 secondary beams.Last it is contemplated that the performance of roof waterproof layer material and construction
Factor, inclination angle orientates 21 degree as the most at last.Girder secondary beam employing can adopt t shaped steel or H type steel, depending on the face of attachment needed for roofing
Depending on plate or implant.The design of equilateral triangle grid, it is possible to use precoated plate or other preformed materials realize the quick of roofing
Assembling.On the steel construction of roof system top and bottom, all can carry out secondary decoration.For example can equilateral triangle grid on roof system
In lay mesh-supported layer, heat-insulated packed layer and the waterproof surface bed of material successively, hang ceiling panel is installed in its bottom.When no rain-proof demand
When, BAIYE also can be directly set in equilateral triangle grid.In the present embodiment, t type girder that roof modules are welded by And of Varying Depth,
The t type secondary beam of welding and welding grooved side bar composition.Roof girder mutually overlaps 24 pieces of equilateral triangle grids of composition and ensure that roofing
The rigidity of module and stability in the large.On grooved side bar, lower flange is separated by 500mm, prepared screw-bolt hole respectively, and bolt connection substitutes
Site Welding, facilitates field operation it is easy to control construction quality.
Shown in Fig. 6, it is the ring flange connecting roof system module and steel column proposing in the present embodiment.Described steel column top
It is provided with circular connector, on circular connector, circumference is fixed with 6 t types or H type bracket, every bracket and 1 above ring flange
Girder is by full bolt connection.Roof girder is connected as a roof system module by ring flange, and this ring flange is studied in France in advance with post upper end
Blue disk is bolted.This design can realize building industrialization, integrated, assembledization.
A kind of installation method of the regular polygon of falling umbrella steel structure module, step is as follows:
1) foundation of civil work construction, and built-in fitting is installed；
2) suspension column and the flooring module bearing of steel column are installed；
3) on suspension column, steel column is installed, and is connected using high-strength bolt or foundation bolt；Steel column installs post-tensioning and sets guy
Rope is fixed temporarily；
4) flooring module girder, secondary beam and side bar are installed on flooring module bearing successively；
5) using hoisting machinery, the steel house of falling umbrella cover module is carried out assembly on ground, first girder is connected with annular
Part carries out assembly, more assembled secondary beam and side bar successively, ultimately forms steel house cover module overall；If necessary roof system need to be taken
Temperature pier measure；Using hoisting machinery, the roof structure that assembly completes is attached on the ring flange at steel column top；
6) according to objective plane layout drawing, in the local flowing water needing the setting regular polygon of falling umbrella steel structure module or flat
Row other modular structures of construction；Standardized connecting plate accordingly is installed between each module；
7) triangle precast floor slab is installed on the equilateral triangle grid of flooring module；
8) according to design requirement, steel structural roof module top or bottom are arranged with corresponding roofing maintenance system and attached
Part, such as top laying glass or metal Roof and other ornaments；
9) according to design requirement, metope maintenance system and adnexa construction, such as glass curtain wall, sheet metal curtain wall are carried out；
10) according to design requirement, fine fitment construction is carried out to inside.
When the regular polygon of falling umbrella steel structure module is using finishing, successively to the different regular polygon of falling umbrella steel structure module
Between connecting plate and the part in each module body removed, realize recycling；When design requirement changes, increase is needed to fall
During the coverage of umbrella regular polygon steel structure module, first remove the connecting plate at position to be connected, repeat step 1)～
10)；When design requirement changes, and needs the coverage deleting the regular polygon of falling umbrella steel structure module, first remove this module
Connecting plate and other modules between, then remove each part in module body successively.
Claims (8)
1. a kind of regular polygon of falling umbrella steel structure module is it is characterised in that include flooring module, steel column and steel structural roof
Module；The frame of described steel house cover module is in regular polygon, and integrally in umbrella, the minimum point of inner surface passes through institute
The steel column stated is connected with flooring module；Described steel column inner hollow, as the drainage channel of steel house cover module；Described
Flooring module is in regular polygon planar structure.
2. the regular polygon of falling umbrella steel structure module as claimed in claim 1 is it is characterised in that described steel house cover mold
Block frame surrounds regular hexagon by six side bars, and described orthohexagonal 6 summits pass through 6 girders and steel column top respectively
Ring flange connect, the inner surface of roof system module is divided into 6 equilateral triangle grids, each equilateral triangle grid pass through 3
Secondary beam is divided into 4 secondary equilateral triangle grids.
3. the regular polygon of falling umbrella steel structure module as claimed in claim 2 is it is characterised in that described girder and horizontal plane
Between inclination angle be 21 °.
4. the regular polygon of falling umbrella steel structure module as claimed in claim 2 is it is characterised in that described girder secondary beam adopts
T shaped steel or H type steel.
5. the regular polygon of falling umbrella steel structure module as claimed in claim 2 is it is characterised in that the side of described flooring module
Frame is joined end to end by 6 side bars and forms regular hexagon planar structure, and its 6 summits pass through 6 double angle girders and steel respectively
The ring flange of column bottom connects, and flooring module segmentation is 6 equilateral triangle grids, and each equilateral triangle grid passes through 3 t
Type secondary beam is divided into 4 secondary equilateral triangle grids；Described side bar is formed by square steel tube side wall angle cleat, angle steel, Shuan Jiao
The edge of a wing of steel girder and the type of falling t secondary beam surrounds bearing, places the precast floor slab of equilateral triangle above bearing.
6. the regular polygon of falling umbrella steel structure module as claimed in claim 5 is it is characterised in that described flooring module bottom
It is provided with two kinds of flooring module bearings, including the bearing a with the square panel and bearing b with equilateral triangle panel, and equilateral triangle
Panel preferably carries out rescinded angle process；It is all connected with three pieces of gripper shoes mutually in 120 ° of angles below the panel of bearing a and bearing b,
Reinforced by floor between gripper shoe and panel；Bearing a is supported on below every double angle girder, and bearing b is supported on
The summit habitat of three flooring modules of contiguous concatenation.
7. the regular polygon of falling umbrella steel structure module as claimed in claim 5 is it is characterised in that between adjacent flooring module
Realize splicing by three kinds of standardized connecting plates, connecting plate a carries inner corner trim, for connecting only two pieces flooring module splicings
When the internal corner part that occurs；Connecting plate b is rescinded angle pentagon, for connecting at the external corner of flooring module；Connecting plate c is rescinded angle three
Angular, for being simultaneously connected with three flooring modules of contiguous concatenation；It is bolted between connecting plate and flooring module.
8. the regular polygon of falling umbrella steel structure module as claimed in claim 4 is it is characterised in that the method at described steel column top
It is provided with circular connector, on circular connector, circumference is fixed with 6 t types or H type bracket, every bracket and 1 master above blue disk
Beam is by full bolt connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620687853.1U CN205894272U (en) | 2016-06-28 | 2016-06-28 | Fall umbelliform regular polygon steel structure module |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620687853.1U CN205894272U (en) | 2016-06-28 | 2016-06-28 | Fall umbelliform regular polygon steel structure module |
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| Publication Number | Publication Date |
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| CN205894272U true CN205894272U (en) | 2017-01-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620687853.1U Expired - Fee Related CN205894272U (en) | 2016-06-28 | 2016-06-28 | Fall umbelliform regular polygon steel structure module |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926765A (en) * | 2016-06-28 | 2016-09-07 | 中天建设集团浙江钢构有限公司 | Inverted umbrella-shaped regular polygon steel structure module and installing method thereof |
| CN106639364A (en) * | 2017-02-20 | 2017-05-10 | 郭山林 | Multi-purpose quickly assembled natural ecological penthouse and manufacturing method thereof |
| CN109469206A (en) * | 2018-12-10 | 2019-03-15 | 中建二局安装工程有限公司 | A kind of waveform braided latticed shell structure and its construction method |
-
2016
- 2016-06-28 CN CN201620687853.1U patent/CN205894272U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926765A (en) * | 2016-06-28 | 2016-09-07 | 中天建设集团浙江钢构有限公司 | Inverted umbrella-shaped regular polygon steel structure module and installing method thereof |
| CN105926765B (en) * | 2016-06-28 | 2018-04-10 | 中天建设集团浙江钢构有限公司 | The regular polygon of falling umbrella steel structure module and its installation method |
| CN106639364A (en) * | 2017-02-20 | 2017-05-10 | 郭山林 | Multi-purpose quickly assembled natural ecological penthouse and manufacturing method thereof |
| CN109469206A (en) * | 2018-12-10 | 2019-03-15 | 中建二局安装工程有限公司 | A kind of waveform braided latticed shell structure and its construction method |
| CN109469206B (en) * | 2018-12-10 | 2020-04-10 | 中建二局安装工程有限公司 | Wave-shaped braided latticed shell structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 311300 No. 520 Heting Street, Qingshan Lake Street, Linan District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Zhongtian Hengzhu Steel Structure Co., Ltd. Address before: 311300 Linan Economic Development Zone, Hangzhou City, Zhejiang Province Patentee before: Zhongtian Construction Group Zhejiang Steel Co., Ltd. |
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| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170118 Termination date: 20200628 |
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| CF01 | Termination of patent right due to non-payment of annual fee |