CN204876096U - Stand and crossbeam bolted connection structure in aluminum alloy house - Google Patents
Stand and crossbeam bolted connection structure in aluminum alloy house Download PDFInfo
- Publication number
- CN204876096U CN204876096U CN201520608589.3U CN201520608589U CN204876096U CN 204876096 U CN204876096 U CN 204876096U CN 201520608589 U CN201520608589 U CN 201520608589U CN 204876096 U CN204876096 U CN 204876096U
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- CN
- China
- Prior art keywords
- aluminium alloys
- aluminum alloy
- main beam
- head tree
- sleeve core
- 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.)
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Classifications
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
Abstract
The utility model relates to a stand and crossbeam bolted connection structure in aluminum alloy house, it includes aluminum alloy head tree, aluminum alloy main beam, reinforcement sleeve core, T shaped steel fixed code and bolt, the reinforcement sleeve core sets up in the aluminum alloy head tree, and be located with handing -over department of aluminum alloy main beam, T shaped steel fixed code sets up between reinforcement sleeve core and aluminum alloy head tree, aluminum alloy main beam to cup joint aluminum alloy head tree and aluminum alloy main beam, the bolt connects the aluminum alloy head tree respectively, be located some T shaped steel fixed code and the reinforcement sleeve core and the aluminum alloy main beam of aluminum alloy head tree and be located some T shaped steel fixed code of aluminum alloy main beam. The utility model discloses a through bolted connection between the stand in aluminium alloy structure house and crossbeam and since in the aluminum alloy stand preload aluminum alloy or steel side's pipe as strengthening the jacket core, be favorable to improving hookup location intensity, bending resistance, shear and overall stability.
Description
Technical field
The utility model belongs to building structure field, relates to aluminium alloy structure house, the aluminium alloy structure be particularly bolted between a kind of column of aluminium alloy structure house and crossbeam.
Background technology
In architectural design, always wish the space without vertical structure can with large span, this just can carry out flexible partition according to demand, makes indoor layout in variation.Traditional residential, due to the character of material therefor, limits the freedom that space is arranged.If the standard width of a room in an old-style house is excessive, slab thickness will be caused large, and beam cross-section is excessive, not only affects indoor beauty, and strengthens construction weight, increases construction investment.Intend changing design body of wall voluntarily when moving in finishing to arrange, but suffer from most of body of wall non-disconnectable except or displacement, both adding financial burden, adding dangerous hidden danger because destroying load bearing wall again.
Traditional concrete construction needs to use a large amount of concrete and brick and tile, and the foundation construction amount of fetching earth is large, also will cut into a mountain at surrounding city and dig stone, consume this precious resources of soil, and be unfavorable for environmental protection.
Existing steel building, its heavier-weight, material cost is high, also add foundation cost, makes whole project investment higher.
In the district that provides fortification against earthquakes, reinforced concrete structure has many weak points.Cast-in-place concrete then needs to work continuously, and is especially subject to the impact in operation season in the northern area of China.
In view of this, these those skilled in the art are devoted to research and develop a kind of aluminium alloy structure house, and wherein most of component can in plant produced, and overall package is carried out at the scene of transporting to.
Summary of the invention
Task of the present utility model is to provide a kind of column and transom bolt syndeton of aluminium alloys house, be bolted between the column and crossbeam in aluminium alloy structure house, owing to being pre-loaded into aluminium alloys or steel square tube in Aluminum alloy column as reinforcement jacket core, be conducive to improving the intensity of link position, bending resistance, shearing resistance and resistance to overturning.
Technical solution of the present utility model is as follows:
The column in aluminium alloys house and a transom bolt syndeton, it comprises aluminium alloys head tree and aluminium alloys main beam, and it also comprises reinforcing sleeve core, T-steel fixed code and bolt;
Described reinforcing sleeve core is arranged in aluminium alloys head tree, and is positioned at and aluminium alloys main beam junction;
Described T-steel fixed code is arranged between reinforcing sleeve core and aluminium alloys head tree, aluminium alloys main beam, to be socketed aluminium alloys head tree and aluminium alloys main beam;
Described bolt connecting aluminum alloy head tree, the part T-steel fixed code being positioned at aluminium alloys head tree and reinforcing sleeve core and aluminium alloys main beam and be positioned at the part T-steel fixed code of aluminium alloys main beam respectively.
Column and the transom bolt syndeton in described aluminium alloys house also comprise wire rope; Described wire rope is arranged on the reinforcing rib that aluminium alloys head tree connects with aluminium alloys main beam.
Column and the transom bolt syndeton in described aluminium alloys house also comprise screw rod diagonal brace; Described screw rod diagonal brace is arranged on the reinforcing rib that aluminium alloys head tree connects with aluminium alloys main beam.
Described reinforcing sleeve core is that aluminum alloy square cast fixes reinforcing sleeve core.
Described reinforcing sleeve core is that steel square-tube type fixes reinforcing sleeve core.
The column in a kind of aluminium alloys house of the present utility model and transom bolt syndeton in Aluminum alloy column, are pre-loaded into aluminium alloys or steel square tube as strengthening jacket core, column and crossbeam is bolted, has the following advantages:
1, the cycle is manufactured and designed short, design production integration.Aluminium alloy structure connects simple, can apply staggered floor, duplex structure better at vertical plane internal ratio traditional structure.
2, bearing strength is high, and anti-seismic performance is superior.Greatly can improve the intensive properties in aluminium alloy structure house, stability and safety.
3, manufacture of materials assembling operation advantage is given prominence to.Most of component of aluminium alloy structure is in plant produced, and overall package is carried out by bolt in the scene of transporting to, can all weather operations.Field operation amount is little, decreases operation temporary site, compared with traditional building material, little to ambient contamination, improves the Mechanization Level of operation.Bear structural load and working load because constructed of aluminium itself can be used as stiffness structure, the material of formwork, form removal can be saved during construction, reduce costs thus, greatly accelerate speed of application.Value of resource fully demonstrates in construction, reduces fund cost.
4, aluminium alloy structure cost performance is high.Aluminium alloy element sectional dimension is little, can increase usable floor area, compares with brick mix structure with concrete structure, and deadweight is relatively lighter, and the process ratio of ground is easier to, and can adopt direct foundation pattern.Because basis occupation ratio anharmonic ratio in construction costs is comparatively large, the lightweight cost that can reduce basis of superstructure, thus reduce the investment of whole project.
Aluminium alloy structure house adopts modularization operating feature, decreases other auxiliary materials expense such as labour cost and template from another point of view.Aluminium alloy structure house can complete multi items, multicoloured inside and outside sight design voluntarily, embodies the comfort level of personalized house and use.Aluminium alloy structure is stronger than steel work corrosion resistance, long service life, reduces maintenance and repair expense.Along with the raising of architecture, industrialization level, high with conspicuous characteristics of aluminium alloy structure house cost performance, cost will reduce greatly.
Accompanying drawing explanation
Fig. 1 is a kind of column of aluminium alloys house of the present utility model and the front view of transom bolt syndeton.
Fig. 2 is by the right view shown in Fig. 1.
Fig. 3 is by the top view shown in Fig. 1.
Fig. 4 is a kind of column of aluminium alloys house of the present utility model and the scheme of installation of transom bolt syndeton.
Reference numeral:
1 is aluminium alloys head tree, and 2 is T-steel fixed code, and 3 is bolt, and 4 is aluminium alloys main beam, and 5 is reinforcing sleeve core, and 6 is wire rope or screw rod diagonal brace.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in detail.
Referring to Fig. 1 to Fig. 3, the utility model provides a kind of column and transom bolt syndeton of aluminium alloys house, and it is formed primarily of aluminium alloys head tree 1, aluminium alloys main beam 4, reinforcing sleeve core 5, T-steel fixed code 2 and some bolts 3.
Be provided with reinforcing sleeve core 5 in aluminium alloys head tree 1, this reinforcing sleeve core 5 is positioned at and aluminium alloys main beam 4 junction, for reinforcing aluminium alloys head tree 1.Reinforcing sleeve core 5 can be aluminum alloy square cast reinforcing sleeve core, also can adopt steel square-tube type reinforcing sleeve core.
T-steel fixed code 2 is arranged between reinforcing sleeve core 5 and aluminium alloys head tree 1, aluminium alloys main beam 4, in order at inside socket aluminium alloys head tree 1 and aluminium alloys main beam 4.
By some bolt 3 connecting aluminum alloy head trees 1, the part T-steel fixed code 2 being positioned at aluminium alloys head tree 1 and reinforcing sleeve core 5, and connecting aluminum alloy main beam 4 and be positioned at the part T-steel fixed code 2 of aluminium alloys main beam 4, aluminium alloys head tree 1 and aluminium alloys main beam 4 is made to be bolted fixing, its stabilized structure and intensive properties is good.
Referring to Fig. 4, be a kind of column of aluminium alloys house of the present utility model and the scheme of installation of transom bolt syndeton.The right angle connected with aluminium alloys main beam 4 at aluminium alloys head tree 1 can install reinforcing rib, during installation, wire rope or screw rod diagonal brace 6 can be arranged on this reinforcing rib.
In sum, adopt column and the transom bolt syndeton in a kind of aluminium alloys house of the present utility model, be bolted between the column and crossbeam in aluminium alloy structure house, owing to being pre-loaded into aluminium alloys or steel square tube in Aluminum alloy column as reinforcement jacket core, be conducive to improving the intensity of link position, bending resistance, shearing resistance and resistance to overturning.
Certainly, those skilled in the art in the art will be appreciated that, above-described embodiment is only used to the utility model is described, and be not used as restriction of the present utility model, as long as in spirit of the present utility model, the change, modification etc. of above-described embodiment all will be dropped in the scope of the utility model claim.
Claims (5)
1. the column in aluminium alloys house and a transom bolt syndeton, it comprises aluminium alloys head tree (1) and aluminium alloys main beam (4), it is characterized in that: it also comprises reinforcing sleeve core (5), T-steel fixed code (2) and bolt (3);
Described reinforcing sleeve core (5) is arranged in aluminium alloys head tree (1), and is positioned at and aluminium alloys main beam (4) junction;
Described T-steel fixed code (2) is arranged between reinforcing sleeve core (5) and aluminium alloys head tree (1), aluminium alloys main beam (4), to be socketed aluminium alloys head tree (1) and aluminium alloys main beam (4);
Described bolt (3) respectively connecting aluminum alloy head tree (1), the part T-steel fixed code (2) being positioned at aluminium alloys head tree (1) and reinforcing sleeve core (5) and aluminium alloys main beam (4) and be positioned at the part T-steel fixed code (2) of aluminium alloys main beam (4).
2. the column in aluminium alloys house according to claim 1 and transom bolt syndeton, is characterized in that: it also comprises wire rope; Described wire rope is arranged on the reinforcing rib that aluminium alloys head tree (1) connects with aluminium alloys main beam (4).
3. the column in aluminium alloys house according to claim 1 and transom bolt syndeton, is characterized in that: it also comprises screw rod diagonal brace; Described screw rod diagonal brace is arranged on the reinforcing rib that aluminium alloys head tree (1) connects with aluminium alloys main beam (4).
4. the column in aluminium alloys house according to claim 1 and transom bolt syndeton, is characterized in that: described reinforcing sleeve core (5) is that aluminum alloy square cast fixes reinforcing sleeve core.
5. the column in aluminium alloys house according to claim 1 and transom bolt syndeton, is characterized in that: described reinforcing sleeve core (5) is that steel square-tube type fixes reinforcing sleeve core.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520608589.3U CN204876096U (en) | 2015-08-13 | 2015-08-13 | Stand and crossbeam bolted connection structure in aluminum alloy house |
| PCT/CN2016/082737 WO2017024844A1 (en) | 2015-08-13 | 2016-05-20 | Bolt connection structure between column and beam in aluminum alloy house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520608589.3U CN204876096U (en) | 2015-08-13 | 2015-08-13 | Stand and crossbeam bolted connection structure in aluminum alloy house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204876096U true CN204876096U (en) | 2015-12-16 |
Family
ID=54820488
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520608589.3U Active CN204876096U (en) | 2015-08-13 | 2015-08-13 | Stand and crossbeam bolted connection structure in aluminum alloy house |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN204876096U (en) |
| WO (1) | WO2017024844A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017024844A1 (en) * | 2015-08-13 | 2017-02-16 | 广东铝遊家科技有限公司 | Bolt connection structure between column and beam in aluminum alloy house |
| CN108725825A (en) * | 2017-04-17 | 2018-11-02 | 攸县天帆电池制造有限公司 | Square set fixes towing tension and merges right crossbeam hook pull-over gear electromagnetic aircraft flywheel ejector |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024901A (en) * | 2018-09-12 | 2018-12-18 | 安徽民和杭萧钢构股份有限公司 | A kind of building construction steel structure device |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11181894A (en) * | 1997-12-22 | 1999-07-06 | Matsushita Electric Works Ltd | Aluminum structural material and connective structure therefor |
| SE0001317L (en) * | 2000-04-11 | 2001-04-02 | Profilgruppen Ab | Ways of connecting rods when building a frame structure |
| EP2675960B1 (en) * | 2011-02-14 | 2016-06-29 | Constantine Shuhaibar | Split gusset connection |
| CN202248964U (en) * | 2011-09-14 | 2012-05-30 | 李学毅 | Novel integrated house |
| CN203429802U (en) * | 2013-08-28 | 2014-02-12 | 肇庆亚洲铝厂有限公司 | Aluminum alloy connecting structure of main column and cross girder in villa |
| CN204876096U (en) * | 2015-08-13 | 2015-12-16 | 广东菲思科金属科技有限公司 | Stand and crossbeam bolted connection structure in aluminum alloy house |
-
2015
- 2015-08-13 CN CN201520608589.3U patent/CN204876096U/en active Active
-
2016
- 2016-05-20 WO PCT/CN2016/082737 patent/WO2017024844A1/en active Application Filing
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017024844A1 (en) * | 2015-08-13 | 2017-02-16 | 广东铝遊家科技有限公司 | Bolt connection structure between column and beam in aluminum alloy house |
| CN108725825A (en) * | 2017-04-17 | 2018-11-02 | 攸县天帆电池制造有限公司 | Square set fixes towing tension and merges right crossbeam hook pull-over gear electromagnetic aircraft flywheel ejector |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2017024844A1 (en) | 2017-02-16 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 528000 Guangdong Province Nanhai District of Foshan city Guicheng street lamp Lake Road No. 20 building 6 poly Watertown 33 shop of 33C Patentee after: GUANGDONG ALUHOUSE TECHNOLOGY CO., LTD. Address before: 528000 Guangdong Province Nanhai District of Foshan city Guicheng street lamp Lake Road No. 20 building 6 poly Watertown 33 shop of 33C Patentee before: GUANGDONG FASTAL METAL TECH CO., LTD. |