CN205558032U - Modular honeycomb roof beam - Google Patents
Modular honeycomb roof beam Download PDFInfo
- Publication number
- CN205558032U CN205558032U CN201620265466.9U CN201620265466U CN205558032U CN 205558032 U CN205558032 U CN 205558032U CN 201620265466 U CN201620265466 U CN 201620265466U CN 205558032 U CN205558032 U CN 205558032U
- Authority
- CN
- China
- Prior art keywords
- web
- wing bar
- upper wing
- combination type
- bottom plate
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a modular honeycomb roof beam, includes the bottom plate, connects the web on the bottom plate, and web upper end is connected with last wing bar, and the through -hole is offered at the web middle part, and negative muscle hole is offered near the bottom of bottom plate to the web, and last wing bar sets up the cavity, and the cavity runs through the length of wing bar, the spandrel girder is under the condition that reduces spandrel girder self weight, and still reducible construction process can run through the web after negative muscle is laid to messenger's bottom plate, forms the continuous slab, makes roof beam and the building overall structure firmness that combines the back to form high, the shock resistance improves by a wide margin.
Description
Technical field
This utility model relates to architectural engineering, is a kind of combination type Honeycomb Beam.
Background technology
In architectural engineering, commonly used steel construction is as load-supporting part, for spandrel girder or the intensity of increase supporting construction.It is welded as required after now widely used spandrel girder mainly I-steel or H profile steel cutting.The deficiency of this spandrel girder is: the multistage welding more difficult guarantee having had of safety to load-bearing, monolithic architecture prescription during use it cannot be guaranteed that, anti-seismic performance is not good enough；Speed of application is slower；Water, electric line arrange inconvenience；Cannot combine with lower floor's floor.
Utility model content
The purpose of this utility model is to provide a kind of combination type Honeycomb Beam, for solving the deficiency that prior art exists.
This utility model is for achieving the above object, it is achieved through the following technical solutions: a kind of combination type Honeycomb Beam, including base plate, web is connected on base plate, web upper end is connected with upper wing bar, offers through hole in the middle part of web, and negative muscle hole offered by web near the bottom of base plate, upper wing bar arranges cavity, and cavity runs through the length of wing bar.The cross section of described upper wing bar is rectangle.The cross section of described upper wing bar is groove type.The cross section of described upper wing bar is C-shaped.Mortar or concrete is filled in the cavity of described upper wing bar.Described negative muscle hole is evenly distributed in the length of web, arranges in yi word pattern, and the spacing between holes is 100-300 millimeter.A diameter of 6-50 millimeter in described negative muscle hole.
Honeycomb Beam described in the utility model is to provides the art a kind of brand-new structure, it is a kind of monolithic construction, it is exclusively used in spandrel girder, base plate thereon can use as floor, make it do the bearing capacity ratio prior art of spandrel girder and improve about 30%, owing to saving steel about 20%, so himself is lightweight, decrease the supporting power of building；Structure of the present utility model easily through negative muscle, and can conveniently wear water, electric line, does not destroy the structure of beam and overall load bearing effect, and the base plate of spandrel girder can do floor and use.Spandrel girder described in the utility model is in the case of reducing spandrel girder own wt, also can reduce working procedure, make base plate paving that web after bearing muscle, can be run through, form continuous slab, the overall structure firmness formed after making beam described in the utility model be combined with building is high, and shock resistance is greatly improved.
Accompanying drawing explanation
Accompanying drawing 1 is this utility model structural representation；Accompanying drawing 2 is the right TV structure schematic diagram of accompanying drawing 1；Accompanying drawing 3 is the plan structure schematic diagram of accompanying drawing 1；Accompanying drawing 4 be accompanying drawing 1 look up structural representation；Accompanying drawing 5 is one of A-A section view structure for amplifying embodiment schematic diagram in accompanying drawing 1；Accompanying drawing 6 is two schematic diagrams of A-A section view structure for amplifying embodiment in accompanying drawing 1；Accompanying drawing 7 is three schematic diagrams of A-A section view structure for amplifying embodiment in accompanying drawing 1.
Detailed description of the invention
Comparison accompanying drawing, is described further this utility model.
In figure, 5 is base plate, and base plate 5 connects web 2, and web 2 upper end is connected with upper wing bar 1, offers through hole 4 in the middle part of web 2, and negative muscle hole 3 offered by web 2 near the bottom of base plate 5, and upper wing bar 1 arranges cavity 6, and cavity 6 runs through the length of wing bar 1.This utility model said structure changes after spandrel girder in prior art uses the cutting of I-steel, H profile steel and welds the deficiency brought, and it is overall structure, can one-shot forming.
The cross section of upper wing bar 1 described in the utility model is rectangle, and the cross section of upper wing bar 1 is alternatively groove type, and the cross section of upper wing bar 1 can also be C-shaped；These preferred shape of cross sections are on ensureing in the case of wing bar 1 service life, it is simple to manufacture, be easy to fill mortar or concrete, and are easy to improve weight capacity.
Further program of the utility model is: described negative muscle hole 3 is evenly distributed in the length of web 2, arranges in yi word pattern, and the spacing between holes is 100-300 millimeter.It is not required to destroy the structure of beam when wearing negative muscle in architectural engineering, makes the load-bearing of beam not by any destruction, and there is the features such as easy construction.
The preferred scheme of this utility model is: a diameter of 6-50 millimeter in described negative muscle hole 3.The negative muscle hole of these scopes can meet the use requirement of various architectural engineering, improves the scope of application of the present utility model further.
Claims (7)
1. a combination type Honeycomb Beam, it is characterized in that: include base plate (5), web (2) is connected on base plate (5), web (2) upper end is connected with upper wing bar (1), through hole (4) is offered at web (2) middle part, web (2) offers negative muscle hole (3) near the bottom of base plate (5), and upper wing bar (1) arranges cavity (6), and cavity (6) runs through the length of wing bar (1).
A kind of combination type Honeycomb Beam the most according to claim 1, it is characterised in that: the cross section of described upper wing bar (1) is rectangle.
A kind of combination type Honeycomb Beam the most according to claim 1, it is characterised in that: the cross section of described upper wing bar (1) is groove type.
A kind of combination type Honeycomb Beam the most according to claim 1, it is characterised in that: the cross section of described upper wing bar (1) is C-shaped.
A kind of combination type Honeycomb Beam the most according to claim 1, it is characterised in that: fill mortar or concrete in the cavity (6) of described upper wing bar (1).
A kind of combination type Honeycomb Beam the most according to claim 1, it is characterised in that: described negative muscle hole (3) is evenly distributed in the length of web (2), arranges in yi word pattern, and the spacing between holes is 100-300 millimeter.
A kind of combination type Honeycomb Beam the most according to claim 1, it is characterised in that: a diameter of 6-50 millimeter of described negative muscle hole (3).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520852729 | 2015-10-30 | ||
| CN2015208527291 | 2015-10-30 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205558032U true CN205558032U (en) | 2016-09-07 |
Family
ID=56346937
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610199008.4A Pending CN105756282A (en) | 2015-10-30 | 2016-04-01 | Combined type castellated beam |
| CN201620265466.9U Active CN205558032U (en) | 2015-10-30 | 2016-04-01 | Modular honeycomb roof beam |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610199008.4A Pending CN105756282A (en) | 2015-10-30 | 2016-04-01 | Combined type castellated beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN105756282A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756282A (en) * | 2015-10-30 | 2016-07-13 | 张波 | Combined type castellated beam |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB937440A (en) * | 1960-04-07 | 1963-09-18 | United Steel Companies Ltd | Improvements relating to metal members for use in composite structural parts of concrete and metal |
| US20030014935A1 (en) * | 2001-07-18 | 2003-01-23 | Bodnar Ernest R. | Sheet metal stud and composite construction panel and method |
| CN201011045Y (en) * | 2007-03-30 | 2008-01-23 | 世仓物流设备(上海)有限公司 | Primary and secondary beam of steel platform |
| CN101298788A (en) * | 2007-04-30 | 2008-11-05 | 浙江建设职业技术学院 | Steel tube concrete combination beam |
| CN103276849B (en) * | 2013-06-09 | 2016-08-10 | 中冶建筑研究总院有限公司 | Honeycomb Beam, Combined concrete plate-girder and method for designing |
| CN203514634U (en) * | 2013-09-03 | 2014-04-02 | 中南建筑设计院股份有限公司 | H-shaped steel beam with box-shaped flanges |
| CN204098350U (en) * | 2014-08-13 | 2015-01-14 | 广州市新尚雕塑工艺品有限公司 | Building junior beam |
| CN105756282A (en) * | 2015-10-30 | 2016-07-13 | 张波 | Combined type castellated beam |
-
2016
- 2016-04-01 CN CN201610199008.4A patent/CN105756282A/en active Pending
- 2016-04-01 CN CN201620265466.9U patent/CN205558032U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756282A (en) * | 2015-10-30 | 2016-07-13 | 张波 | Combined type castellated beam |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105756282A (en) | 2016-07-13 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |