CN204626637U - The girder steel agent structure of steel concrete integrated building - Google Patents
The girder steel agent structure of steel concrete integrated building Download PDFInfo
- Publication number
- CN204626637U CN204626637U CN201420498649.6U CN201420498649U CN204626637U CN 204626637 U CN204626637 U CN 204626637U CN 201420498649 U CN201420498649 U CN 201420498649U CN 204626637 U CN204626637 U CN 204626637U
- Authority
- CN
- China
- Prior art keywords
- steel
- column
- main body
- root posts
- column main
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of girder steel agent structure of steel concrete integrated building, it comprises steel roof joist body, beam-column main body, foundation structure.Described steel roof joist body is arranged on beam-column body top, and beam-column main body lower end is fixed on foundation structure.Because the parts such as steel roof joist body, beam-column main body adopt in advance industrialization, modularized production good by the utility model in professional factory, again these parts are transported to job site, adopt advanced installation positioning equipment, carry out space structures by constructor with its own standardization modulus technology and combination is installed, described various structure plates adopt the mode of slot, bolt and glue note to connect, can installation and removal quickly and easily.Have that construction cost is lower, the advantage such as environmental protection and energy saving more, shock resistance are stronger.
Description
Technical field
The utility model relates to integrated building, steel building and mobile house and manufactures and designs field, particularly relates to a kind of girder steel agent structure of steel concrete integrated building.
Background technology
Current existing traditional civilian construction house mainly contains brick-and-concrete buildings and reinforced concrete structure building two large classes, this two large class building cumbersome when constructing, the manpower of all kinds of technician drop into larger, required auxiliary material and supporting facility of a great variety, it is long to build the construction period, and the many noises of engineering rubbish are large, impact and destruction surrounding enviroment, many disadvantages such as the waste of whole engineering material is very large, and phase of going along with sb. to guard him of safety in production is long, are unfavorable for effective management of construction unit.And this two large class building body of founding a capital is fixing not transportable substantially, midway or build up rear examination if you have questions time be difficult to reform or improve, if run into reorganization and expansion just more difficult transformation.And existing steel building is too barely satisfactory, all cannot compared with traditional civilian construction in insulation, sound insulation, moulding, technique and functional use.Cannot be formed a complete set of complete, various functions technical indicator can close to civilian construction demand, the civilian construction body that can possess the integrated system of industrialization.Thus, dealer needs badly provides a kind of girder steel agent structure for integrated building, to meet the meticulous requirement of quick, integrated, the modularization of civil building engineering, industrialization, technique.
Utility model content
The purpose of this utility model is to provide that a kind of construction cost is lower, environmental protection and energy saving more, steel concrete integrated building that shock resistance is stronger girder steel agent structure.
For achieving the above object, technical solution of the present utility model is:
The utility model is a kind of girder steel agent structure of steel concrete integrated building, and it comprises steel roof joist body, beam-column main body, foundation structure; Described steel roof joist body is arranged on beam-column body top, and beam-column main body lower end is fixed on foundation structure, and described beam-column main body comprises many root posts, many crossbeams, stiffening girders; The two ends of described crossbeam are separately fixed on two relative root posts, and many root posts and many crossbeams form multiple longitudinal surface framework and multiple athwartship plane framework, and stiffening girder is arranged in athwartship plane framework; Described two adjacent root posts are fixed together by connector; In the lower end difference fixed infrastructure of many root posts.
The link of the root post in described two adjacent root posts has the triangle flange that longitudinally stretches out, the link of another root post has the triangular groove longitudinally inwardly caved in, during assembling, the triangle flange on a root post insert another root post triangular groove and on two root posts fixed slot stiffener.
Described described column and crossbeam all adopt H profile steel, and column has two side is connected two side transverse slat with one piece; One piece of end plate is welded along cross section in one end of crossbeam, and this end plate is locked on the sidewall of column or on transverse slat by bolt.
After adopting such scheme, the utility model comprises steel roof joist body, beam-column main body, foundation structure and a complete set of node assembling technique.Because the parts such as steel roof joist body, beam-column main body adopt in advance industrialization, modularized production good by the utility model in professional factory, again these parts are transported to job site, adopt advanced installation positioning equipment, carry out space structures by constructor with its own standardization modulus technology and combination is installed, steel roof joist body and beam-column main body adopt the mode of slot, bolt and glue note to be connected, can installation and removal quickly and easily, effectively can improve aseismatic quality and extend building life, and efficiently the reduction of the cost of building, shortening construction duration.
Below in conjunction with the drawings and specific embodiments, the utility model is further described.
Accompanying drawing explanation
Fig. 1 is the stereogram of the utility model steel roof joist body;
Figure 1A is the stereogram of the utility model beam-column main body and foundation structure;
Fig. 2 is the elevation that the utility model beam-column main body central post is connected with crossbeam;
Fig. 3, Fig. 4, Fig. 5 are the views in three directions that the utility model beam-column main body central post is connected with crossbeam;
Fig. 6 A, Fig. 6 B, Fig. 6 C are the views in three directions that in the utility model beam-column main body, adjacent two root posts connect.
Detailed description of the invention
As shown in Fig. 1, Figure 1A, the utility model is a kind of girder steel agent structure of steel concrete integrated building, and it comprises steel roof joist body 1, beam-column main body 2, foundation structure 3.
Described steel roof joist body 1 is arranged on beam-column main body 2 top, and beam-column main body 2 lower end is fixed on foundation structure 3.
Described beam-column main body 2 comprises many root posts 21, many crossbeams 22, stiffening girders 23.The two ends of described crossbeam 22 are separately fixed on two relative root posts 21, many root posts 21 form multiple longitudinal surface framework and multiple athwartship plane framework with many crossbeams 22, stiffening girder 23 is arranged in athwartship plane framework, and the two ends of stiffening girder 23 are fixed on two relative root posts 21 or two crossbeams 22 respectively; Described two adjacent root posts 21 are fixed together by connector; In the lower end difference fixed infrastructure 3 of many root posts 21.
As Figure 2-Figure 5, described column 21 and crossbeam 22 all adopt H profile steel, and column 21 has two side 211 is connected two side 211 transverse slat 212 with one piece.One piece of end plate 221 is welded along cross section in one end of crossbeam 22, and this end plate 221 is locked on the sidewall 211 of column 21 or on transverse slat 212 by bolt 222.
As shown in Fig. 6 A, Fig. 6 B, Fig. 6 C, the link of the root post 21 in described two adjacent root posts 21 has the triangle flange 214 that longitudinally stretches out, and the link of another root post has the triangular groove 215 longitudinally inwardly caved in.During assembling, in the triangular groove 215 that the triangle flange 214 on a root post 21 inserts another root post 21 and by bolt 216 fixed slot stiffener 213 in the several plane of two root posts 21.
Described steel roof joist body 1 can be rectangle, also can be other shapes such as triangle, and its structure and beam-column main body 2 similar, manufacture method is also substantially identical, repeats no more.
Manufacture method of the present utility model:
(1) assembling of beam-column main body 1, the size determining beam-column main body 1 central post 21, crossbeam 22, stiffening girder 23 etc. is required according to user, many root posts 21, many crossbeams 22, many stiffening girders 23 are become multiple longitudinal surface framework and multiple athwartship plane framework by bolts assemblies, is finally assembled into space framework; The lower end of many root posts 21 is separately fixed in foundation structure 3; And in beam-column main body 1, reserved water supply and sewerage pipeline, strong and weak electricity pipe network embedded system.
(2) steel roof joist body is fixed on the top of beam-column main body 1.
Emphasis of the present utility model is just: adopt assembled mode to install the parts such as steel roof joist body, beam-column main body.
The above, be only the utility model preferred embodiment, beam column main body central post and crossbeam can adopt various section bar, therefore the scope of the utility model enforcement can not be limited with this, namely the equivalence change done according to the utility model claim and description with modify, all should still belong in scope that the utility model patent contains.
Claims (3)
1. a girder steel agent structure for steel concrete integrated building, is characterized in that: it comprises steel roof joist body, beam-column main body, foundation structure; Described steel roof joist body is arranged on beam-column body top, and beam-column main body lower end is fixed on foundation structure, and described beam-column main body comprises many root posts, many crossbeams, stiffening girders; The two ends of described crossbeam are separately fixed on two relative root posts, and many root posts and many crossbeams form multiple longitudinal surface framework and multiple athwartship plane framework, and stiffening girder is arranged in athwartship plane framework; Described two adjacent root posts are fixed together by connector; In the lower end difference fixed infrastructure of many root posts.
2. the girder steel agent structure of steel concrete integrated building according to claim 1, it is characterized in that: the link of the root post in described two adjacent root posts has the triangle flange that longitudinally stretches out, the link of another root post has the triangular groove longitudinally inwardly caved in, during assembling, the triangle flange on a root post insert another root post triangular groove and on two root posts fixed slot stiffener.
3. the girder steel agent structure of steel concrete integrated building according to claim 1, is characterized in that: described described column and crossbeam all adopt H profile steel, column has two side is connected two side transverse slat with one piece; One piece of end plate is welded along cross section in one end of crossbeam, and this end plate is locked on the sidewall of column or on transverse slat by bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420498649.6U CN204626637U (en) | 2014-09-01 | 2014-09-01 | The girder steel agent structure of steel concrete integrated building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420498649.6U CN204626637U (en) | 2014-09-01 | 2014-09-01 | The girder steel agent structure of steel concrete integrated building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204626637U true CN204626637U (en) | 2015-09-09 |
Family
ID=54045680
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420498649.6U Expired - Fee Related CN204626637U (en) | 2014-09-01 | 2014-09-01 | The girder steel agent structure of steel concrete integrated building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204626637U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368312A (en) * | 2016-09-28 | 2017-02-01 | 丽水山居文化发展有限公司 | Modular house |
| CN106522367A (en) * | 2016-12-27 | 2017-03-22 | 北京善筑科技股份有限公司 | Assembly type building main body structure |
-
2014
- 2014-09-01 CN CN201420498649.6U patent/CN204626637U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368312A (en) * | 2016-09-28 | 2017-02-01 | 丽水山居文化发展有限公司 | Modular house |
| CN106368312B (en) * | 2016-09-28 | 2017-10-10 | 丽水山居文化发展有限公司 | Modularized house |
| CN106522367A (en) * | 2016-12-27 | 2017-03-22 | 北京善筑科技股份有限公司 | Assembly type building main body structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204023778U (en) | The connected node of prefabricated assembled concrete beam column | |
| CN204876092U (en) | Mortise type module building bight connected node | |
| CN105464214A (en) | Steel concrete integrated building and construction method thereof | |
| CN103266720A (en) | Combination beam with steel beam and belly poured with concrete | |
| CN204163191U (en) | Steel concrete integrated building | |
| CN105297886A (en) | Lightweight steel structure building frame system | |
| CN103741970A (en) | Assembled machining shed for building construction and manufacture and installation method thereof | |
| CN204626637U (en) | The girder steel agent structure of steel concrete integrated building | |
| CN203905214U (en) | Assembled type blend coupled wall system | |
| CN104032861B (en) | Mixing coupled wall steel column and non-energy dissipating beam connecting node structure and construction method thereof | |
| CN203905298U (en) | Superimposed component of reinforced concrete filled FRP pipe and concrete filled steel pipe | |
| CN103132640B (en) | Detachable steel-concrete composite floor | |
| CN204849604U (en) | Section closure was with rear -mounted strength nature skeleton concrete arch rib festival | |
| CN204163251U (en) | The floor plate structure of steel concrete integrated building | |
| CN204475536U (en) | With the precast member for reinforcing bar concrete that rigid joint connects | |
| CN204163293U (en) | The roof structure of steel concrete integrated building | |
| CN203145273U (en) | Dismountable steel-concrete composite floor | |
| CN206942191U (en) | A kind of temporary support of telescopic in height regulation reinforces combination steel construction | |
| CN203834692U (en) | Connection node structure of section steel column and non-energy-dissipation section steel short beam of mixed coupled wall | |
| CN204001330U (en) | A kind of steel work floor | |
| CN205348214U (en) | Column formula reinforced concrete and shaped steel hybrid portal crane basis | |
| CN204098224U (en) | Detachable concrete prefabricated wall plate structure house | |
| CN104563354B (en) | Combined long-span ribbed slab structure | |
| CN203462631U (en) | Energy-saving and heat-insulating waterproof wooden truss roofing system construction structure | |
| CN106555448B (en) | T-shaped rigid joint coupled wall with pre-buried joint beam sections and construction method thereof |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150909 Termination date: 20160901 |