CN102704619A - Manufacture method of regular hexagon castellated beam - Google Patents
Manufacture method of regular hexagon castellated beam Download PDFInfo
- Publication number
- CN102704619A CN102704619A CN2012101941342A CN201210194134A CN102704619A CN 102704619 A CN102704619 A CN 102704619A CN 2012101941342 A CN2012101941342 A CN 2012101941342A CN 201210194134 A CN201210194134 A CN 201210194134A CN 102704619 A CN102704619 A CN 102704619A
- Authority
- CN
- China
- Prior art keywords
- regular hexagon
- web
- parts
- lines
- line
- 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
Images
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
- E04C3/083—Honeycomb girders; Girders with apertured solid web
- E04C3/086—Honeycomb girders; Girders with apertured solid web of the castellated type
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention relates to a manufacture method of a regular hexagon castellated beam and belongs to the field of building materials. The method comprises the following steps that 1) three parallel lines are drawn on a web plate part of an I-shaped sectional steel beam, wherein the two parallel lines are respectively positioned at upper and lower flange plate parts, and the third parallel line is positioned in the mid line position of the web plate; 2) the two lines positioned at the upper and lower flange plate parts are upper and lower edges of regular hexagon, the edge length is 1/1.73 times of the distance between the two lines, and the half regular hexagon is drawn; 3) a flame cutting method is adopted, and the web plate is cut into two parts a and b; 4) the web plates of the beams of the two parts a and b are subjected to split combination to form the regular hexagon hole castellated beam, and then, the two parts a and b are welded along the split line. The method has the beneficial effects that the cross section height of the manufactured castellated beam is increased by about one time through being combined with that of the original sectional material, the carrying capability and the rigidity are also improved by one time, and the method has the advantages that the cross section form is reasonable, the dead weight is light, the bending resistance rigidity is high, the carrying capability is high, a great number of steel materials can be saved, the economic benefits are obvious, and the like.
Description
Technical field
The present invention relates to the preparation method of a kind of regular hexagon hole Honeycomb Beam, belong to building material field.
Background technology
In construction work, the deadweight size of structural element directly has influence on the size of building load, and load of buildings is big; The ability of the transmission load of Force transmission parts just requires greatly; Supporting capacity to ground also requires height, often need carry out strict processing to ground because building load is big, increases building costs; The primary structure member that building transmits load often also will strengthen reinforcement, also will raise the cost.Therefore, reducing the load of building member, improve the supporting capacity of building Force transmission parts, is the target that engineers and technicians explore pursuit always.
From important light, but also there are the problem that reduces to conduct oneself with dignity in steel work and reinforced concrete structure ratio.In steel structure member, in order to alleviate member dead weight, often the web position with section steel beam cuts into circular hole or regular hexagon hole, so neither influences the supporting capacity of member, has alleviated deadweight again, is a kind of behave that makes the best of both worlds.This beam is commonly called " Honeycomb Beam ".
Regular hexagon is a special body, and preparation method is complicated.And perforate on the member web can only alleviate member dead weight, can not increase the supporting capacity and the rigidity of member.
Summary of the invention
The present invention provides the preparation method of a kind of regular hexagon hole Honeycomb Beam, can either improve the supporting capacity of Honeycomb Beam, again rigidity is also doubled.Its principle is: if in a rectangle, carry out setting-out according to Fig. 1; And cut into the shape of Fig. 2 by drawn line; And make up according to certain rule, will obtain the shape of Fig. 3, and the length dimension of Fig. 3 is constant; Width dimensions has increased by 1 times than Fig. 1, and has formed the regular hexagon hole that we need.
The present invention realizes with following technical scheme: the preparation method of a kind of regular hexagon hole Honeycomb Beam comprises top flange, bottom flange and is positioned at a plurality of regular hexagon holes on the web.
The preparation method of above-mentioned regular hexagon hole Honeycomb Beam; Carry out as follows:
1) draw three parallel lines at the web place of I shape section steel beam, wherein two respectively at frange plate place up and down, and another is at the web midline position;
2) two lines at above bottom wing listrium place are orthohexagonally followingly, and the length of side is 2/1.73 times of distance between two lines, draws regular hexagon half;
3) method that adopts flame to cut cuts into two parts with web along the line.
4) the web assembling combination with two-part beam becomes regular hexagon hole Honeycomb Beam, and the web with two-part beam welds along match line then.
Beam is a flexural member, and deck-molding strengthens, and rigidity has just improved certainly.
The invention has the beneficial effects as follows; The Honeycomb Beam depth of section made from said method doubles than former section bar approximately, and supporting capacity, rigidity also double, have section form rationally, from heavy and light, bending rigidity is big, bearing capacity is high; Can practice thrift advantages such as steel, remarkable in economical benefits in a large number.
Description of drawings
Below in conjunction with accompanying drawing and embodiment method of the present invention is further specified.
Fig. 1 is that three parallel lines sketch mapes are drawn at the web place;
Fig. 2 is that section steel beam is drawn the line of cut sketch map;
Fig. 3 is a part sketch map after the cutting;
Fig. 4 is the b part sketch map after the cutting;
Fig. 5 is with the Honeycomb Beam sketch map after a, the welding of b two parts.
Among the figure: the 1-top flange; The 2-web; The 3-bottom flange; 4-Honeycomb Beam line of cut; 5-Honeycomb Beam hole; 6-Honeycomb Beam sealing wire.
The specific embodiment
Section bar generally adopts i iron, when the depth of section of beams designed is 360 millimeters, gets final product with No. 18 i iron, than practicing thrift a lot of expenses with No. 36 i iron.(180 millimeters of the web heights of No. 18 i iron).
Height as shown in Figure 4 is 360 millimeters a regular hexagon hole Honeycomb Beam, and it comprises top flange 1, bottom flange 3 and is positioned at a plurality of regular hexagon holes on the web 2.When the flange width up and down of the top flange of designing requirement width and bottom flange width and No. 18 i iron or No. 18 H shaped steel and thickness, when web thickness is identical; Just can make with No. 18 i iron or No. 18 H shaped steel, and need perforate on identical No. 36 i iron of flange width up and down and thickness, web thickness or No. 36 H shaped steel.
Its preparation method is carried out as follows:
1) as shown in Figure 1, draw three parallel lines at the web place of I shape section steel beam, wherein two respectively at frange plate place up and down, and another is at the web midline position;
2) as shown in Figure 2, two lines at above bottom wing listrium place are orthohexagonally followingly, and the length of side is 2/1.73 times of distance between two lines, draws regular hexagon half;
3) like Fig. 3, shown in Figure 4, adopt the method for flame cutting, web 2 is cut into a, b two parts along the line;
4) as shown in Figure 5, web 2 assembling combination of a, the two-part beam of b are become regular hexagon hole Honeycomb Beam, then a, b two parts are welded along match line; Eliminate the distortion that cutting causes, must proofread and correct member before the Honeycomb Beam assembling welding.Assembling is welded under the situation that does not have specific (special) requirements, adopts the manual electric arc welding welding.
The Honeycomb Beam result of use of perforate making is identical on the Honeycomb Beam of making like this and No. 36 i iron or No. 36 H shaped steel.
1, section bar generally adopts i iron, when the depth of section of beams designed is 360 millimeters, gets final product with No. 18 i iron, than practicing thrift a lot of expenses with No. 36 i iron.(No. 18 i iron be exactly 180 millimeters of web heights)
3, beam is a flexural member, and deck-molding strengthens, and rigidity has just improved certainly.
Claims (1)
1. the preparation method of a regular hexagon hole Honeycomb Beam, regular hexagon hole Honeycomb Beam comprises top flange (1), bottom flange (3) and is positioned at a plurality of regular hexagon holes on the web (2); It is characterized in that: preparation method is carried out as follows:
1) locate three parallel lines of picture at the web (2) of I shape section steel beam, wherein two respectively at frange plate place up and down, and another is at the web midline position;
2) two lines at above bottom wing listrium place are orthohexagonally followingly, and the length of side is 2/1.73 times of distance between two lines, draws regular hexagon half;
3) method that adopts flame to cut cuts into (a) (b) two parts with web (2) along the line;
4) with (a) (b) web of two-part beam (2) assembling combination become regular hexagon hole Honeycomb Beam, the web (2) with a, the two-part beam of b welds along match line then.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012101941342A CN102704619A (en) | 2012-06-13 | 2012-06-13 | Manufacture method of regular hexagon castellated beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012101941342A CN102704619A (en) | 2012-06-13 | 2012-06-13 | Manufacture method of regular hexagon castellated beam |
Publications (1)
Publication Number | Publication Date |
---|---|
CN102704619A true CN102704619A (en) | 2012-10-03 |
Family
ID=46897648
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2012101941342A Pending CN102704619A (en) | 2012-06-13 | 2012-06-13 | Manufacture method of regular hexagon castellated beam |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102704619A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103195210A (en) * | 2013-04-19 | 2013-07-10 | 北京工业大学 | Pre-stressing assembly type corrugated web plate holding-on steel beam |
CN103321349A (en) * | 2013-06-19 | 2013-09-25 | 金天德 | Hole-connecting steel beam |
CN103362250A (en) * | 2013-05-13 | 2013-10-23 | 谢合清 | Lattice type sheet steel purline |
CN105544860A (en) * | 2015-12-22 | 2016-05-04 | 中国一冶集团有限公司 | Manufacturing method of regular hexagon castellated beam |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3874051A (en) * | 1973-01-25 | 1975-04-01 | Stanislaus Malik | Method for producing girders |
JPS60129349A (en) * | 1983-12-15 | 1985-07-10 | 新日本製鐵株式会社 | Production of prefabricated iron skeletal having cross web using wavy-cut t-steel |
JP2699102B2 (en) * | 1989-03-07 | 1998-01-19 | 株式会社竹中工務店 | Beam with opening and method of manufacturing the same |
JPH10252217A (en) * | 1997-03-14 | 1998-09-22 | Kataoka Kikuichi | Transformed shape steel |
KR20060085145A (en) * | 2005-01-21 | 2006-07-26 | 현대제철 주식회사 | Hybrid beam |
CN101105065A (en) * | 2007-08-08 | 2008-01-16 | 河南大学 | Method for preparing ellipse-like hole honeycomb web plate |
-
2012
- 2012-06-13 CN CN2012101941342A patent/CN102704619A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3874051A (en) * | 1973-01-25 | 1975-04-01 | Stanislaus Malik | Method for producing girders |
JPS60129349A (en) * | 1983-12-15 | 1985-07-10 | 新日本製鐵株式会社 | Production of prefabricated iron skeletal having cross web using wavy-cut t-steel |
JP2699102B2 (en) * | 1989-03-07 | 1998-01-19 | 株式会社竹中工務店 | Beam with opening and method of manufacturing the same |
JPH10252217A (en) * | 1997-03-14 | 1998-09-22 | Kataoka Kikuichi | Transformed shape steel |
KR20060085145A (en) * | 2005-01-21 | 2006-07-26 | 현대제철 주식회사 | Hybrid beam |
CN101105065A (en) * | 2007-08-08 | 2008-01-16 | 河南大学 | Method for preparing ellipse-like hole honeycomb web plate |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103195210A (en) * | 2013-04-19 | 2013-07-10 | 北京工业大学 | Pre-stressing assembly type corrugated web plate holding-on steel beam |
CN103362250A (en) * | 2013-05-13 | 2013-10-23 | 谢合清 | Lattice type sheet steel purline |
CN103321349A (en) * | 2013-06-19 | 2013-09-25 | 金天德 | Hole-connecting steel beam |
CN105544860A (en) * | 2015-12-22 | 2016-05-04 | 中国一冶集团有限公司 | Manufacturing method of regular hexagon castellated beam |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202465064U (en) | Truss type electric single-beam crane main beam | |
CN204326258U (en) | A kind of angle steel lattice column and concrete girder connection linkage | |
CN102704619A (en) | Manufacture method of regular hexagon castellated beam | |
CN104428472A (en) | Composite structure | |
CN205063126U (en) | Belted steel pipe truss superimposed sheet | |
CN106638279A (en) | Shock absorption combined type pier | |
CN203320776U (en) | Light cast-in-place steel bar truss composite floor | |
CN205711701U (en) | A kind of steel plate combination beam bridge pier consolidation structure | |
CN207244899U (en) | A kind of horizontal corrugated steel shear wall | |
CN203487698U (en) | Web punching profiled steel sheet combination beam with stiffening ribs | |
CN104775521B (en) | Assembled integral type orthogonal-diagonal mixed type steel grid box type structure | |
CN202012037U (en) | Corrugated steel plate reinforced by reinforcing rib | |
CN102383527A (en) | Large-span prestressed concrete double-T laminated slab | |
CN202108539U (en) | Evacuation platform | |
CN102345326B (en) | Wave web plate door-type rigid-frame bracket connecting node | |
CN202227584U (en) | Non-welding high-strength bolt shear key structure | |
CN203347105U (en) | Open-web flat beam | |
CN202542697U (en) | Truss type flexible leg of portal crane | |
CN209854935U (en) | Compound concrete-filled steel tube corner post-steel beam joint | |
CN103590377B (en) | The steel arch-gate of girder is made of antinode shaped steel | |
CN209260968U (en) | Channel steel shear wall structure and its with basis connection structure | |
CN103437498A (en) | Reinforced web-punched profiled steel plate combination beam with continuous hanging bars and manufacturing and mounting method of combination beam | |
CN205024960U (en) | Bearing formula girder steel structure | |
CN206052961U (en) | A kind of corrugated sheet steel makees the groove type plate of skeleton | |
CN203514633U (en) | I-shaped ripple web plate reinforcing beam |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C12 | Rejection of a patent application after its publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20121003 |