CN107447919A - Cellular material herringbone beam sequential structure and its formation without purlin girder roof truss structure - Google Patents
Cellular material herringbone beam sequential structure and its formation without purlin girder roof truss structure Download PDFInfo
- Publication number
- CN107447919A CN107447919A CN201610373965.4A CN201610373965A CN107447919A CN 107447919 A CN107447919 A CN 107447919A CN 201610373965 A CN201610373965 A CN 201610373965A CN 107447919 A CN107447919 A CN 107447919A
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- Prior art keywords
- herringbone beam
- herringbone
- roof truss
- cellular material
- joist
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- 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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- 239000000463 material Substances 0.000 title claims abstract description 17
- 230000001413 cellular effect Effects 0.000 title claims abstract description 13
- 230000015572 biosynthetic process Effects 0.000 title abstract description 8
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 210000003205 muscle Anatomy 0.000 claims abstract description 10
- 239000000203 mixture Substances 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 3
- 239000008358 core component Substances 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 15
- 239000010959 steel Substances 0.000 description 15
- 238000010276 construction Methods 0.000 description 12
- 230000002787 reinforcement Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 239000004566 building material Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000000306 component Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 235000007926 Craterellus fallax Nutrition 0.000 description 1
- 240000007175 Datura inoxia Species 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000002153 concerted effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000002436 steel type Substances 0.000 description 1
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
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
A kind of cellular material herringbone beam sequential structure and its formation without purlin girder roof truss structure, the lightweight herringbone beam prefabricated using the Structure Network muscle honeycomb concrete structure of lightweight substitutes the purlin girder structure of conventional art as the core component of formation sequence；Cellular material herringbone beam sequential structure is arranged to make up by the prefabricated multiple herringbone beams of Structure Network muscle honeycomb concrete structure, the herringbone beam has two oblique lateral margins being sloped downwardly on summit two, and the arch lower edge positioned at herringbone beam bottom side, the two-end-point that the herringbone beam stretches out have two stand-offs for being used for being erected on joist and matched with the joist support face；There is the spacing that can directly set up roof boarding between the herringbone beam of composition sequence；Roof truss of the cellular material herringbone beam sequential structure especially suitable for structure corridor type building, local-style dwelling houses or factory building.Accordingly, the structure technique for tradition being needed into site operation is prefabricated in the factory completion, makes site operation simpler, and reduce building cost.
Description
Technical field
The present invention relates to building structure, particularly cellular material herringbone beam sequential structure and its formation without purlin girder roof truss structure.
Background technology
The roof truss structure that traditional purlin girder combines is applied in typical oriental architecture structure, and it is by being set up in building load-bearing
The girder beam of column top forms load-bearing roof truss, then makes the generally robust stabilization of roof truss, simultaneously purlin and the branch as roofing by purlin
Support beam.Put on a kind of typical hard mountain of individual layer of structure and work progress as disclosed by Chinese patent application publication number CN102936966A
The steelframe of purlin masonry residence protects roof construction, and roof purlin, in addition to additional horizontal girder steel, additional longitudinal steel are provided with former roofing
Beam, steel column, additional basis, roof truss beam and at least two oblique girder steels, described tiltedly interval welding is used for the V for setting purlin on girder steel
Type groove；Two oblique chevron shaped docking of girder steel are set, V-groove clamping original roof purlin thereon, the bottom and room of the tiltedly girder steel
Set a roof beam in place and be fixedly connected, three is collectively forming A types and reinforces steel roof truss, the A types reinforce steel roof truss be supported on additional horizontal girder steel,
On the steelframe that additional longitudinal girder steel, additional steel column and additional basis are formed.
It can be seen that above-mentioned conventional art will not only build the beam column construction of complexity at the construction field (site), and need accurately construction technology.
Chinese patent application publication number CN2167141Y then discloses a kind of novel roof truss girder construction by welding formation, by oblique
Beam, crossbeam, reinforcement, diagonal brace are formed：Each one end of two cant beams is connected with each other composition triangle, crossbeam both ends respectively with tiltedly
The other end of beam is connected, and three forms closing triangle, and reinforcement is vertically fixed between cant beam, crossbeam, and diagonal brace is placed in two
On the upper/lower terminal of adjacent said rib；Crossbeam has the radian that is bent upwards, because crossbeam is in upward arc, therefore pressure to
The crossbeam both ends strong point disperses, therefore whole roof truss beam bearing capacity is high.But the roof truss beam is still formed using Metal Material Welding
It is overall, still suffer from complex process, the defects of weight is excessive, it is necessary to reduce dosage and the globality of whole roof truss is carried out by purlin
Connection.
The birth for the Structure Network muscle honeycomb concrete structure that the honeycomb building structural materials of lightweight, particularly the applicant are separately applied
Raw, let us has an opportunity to merge the function of girder and purlin in the new structure of integration, produces the moderate knot of volume and weight
Structure component, substitute function and the effect of traditional girder and purlin, the weight average of roofing is shared, reduce pressure of the structural weight per square meter to girder
Power, building structure risk is reduced, and greatly facilitate the selection of room span.
The Structure Network muscle honeycomb concrete structure has following technical characteristic：
Its still using reinforcing bar and cement as primary building material, the Structure Network muscle that is formed by steel mesh piece or structure reinforcing bars and lightweight
Honeycomb concrete is combined, and curable grip caused by said structure net muscle or structure reinforcing bars is formed using the honeycomb concrete of lightweight
The thing of composite is made a concerted effort, and (bond stress of the concrete to framework of steel reinforcement is based primarily upon with the reinforced concrete structure on ordinary meaning
To form the structural strength of building and stability) there is entirely different mechanics principle, in terms of lightweight and heat-insulating property all
It can far superior to make structure that there is the load-carrying ability suitable with conventional steel bar concrete on the premise of conventional steel bar concrete structure,
And there is excellent construction convenience simultaneously.The honeycomb concrete is including but not limited to by cement base-material, lightweight aggregate, os osseum
The honeycomb porous material such as material and the lightweight concrete of additive composition, air entrained concrete.These New Building Materials are also convenient for leading to
Cross rational mechanics and form firm structural support, such as the tongue and grooves such as tenon, tooth easily can be set directly on prefabricated components
The defects of structure forms structural connectivity and overcomes traditional structure part only by weak mortar bonding connection.
The content of the invention
It is an object of the invention to provide a kind of cellular material herringbone beam sequential structure and its formation without purlin girder roof truss structure, with light
Core component of the prefabricated lightweight herringbone beam of the Structure Network muscle honeycomb concrete structure of matter as formation sequence, substitutes conventional art
Purlin girder structure form the present invention no purlin girder building structure claimed.
According to above-mentioned purpose, cellular material herringbone beam sequential structure of the present invention is by prefabricated multiple of Structure Network muscle honeycomb concrete structure
Herringbone beam is arranged to make up, and the herringbone beam has two oblique lateral margins being sloped downwardly on summit two, and positioned at herringbone beam bottom side
One arch lower edge, the two-end-point that the herringbone beam stretches out have be used for be erected on joist and with joist support face kissing
Two stand-offs closed；There is the spacing that can directly set up roof boarding between the herringbone beam of composition sequence.
Further, the support that the stand-off is corniced to both sides extension with being formed.
Further, there are some groups of lacing wires for connecting each herringbone beam between the herringbone beam.
According to above-mentioned cellular material herringbone beam sequential structure composition without purlin girder roof truss structure, including as the vertical of roof truss structure basis
Post, column top are provided with the joist for supporting herringbone beam both ends, and multiple herringbone beams are erected at the support with the stand-off at its both ends
Herringbone beam's sequence is formed on beam, roof boarding is directly overlayed on the oblique lateral margin of the sequence herringbone beam.
Further, the roof truss is the roof truss of structure corridor type building.
Further, the roof truss is structure local-style dwelling houses or the roof truss of factory building.
Beneficial effect of the present invention：Tradition is needed site operation by the present invention by prefabricated honeycomb concrete herringbone beam's sequential structure
Structure technique is prefabricated in the factory completion, although transport difficulty may be added, can obtain more reasonably structure and precision, makes existing
Field construction is simpler；The appropriate intensive series arrangement of the herringbone girder construction of lighting, in addition to the effect for ideally playing traditional girder beam,
Can directly as roof boarding support without setting purlin again.Meanwhile the cost that inclined roof is built is allowed to be dropped closer to flat-roofed house
Low building cost, horn of plenty variety of house create condition.
Brief description of the drawings
Fig. 1 (A), it is the construction unit of type building in corridor of the present invention；
Fig. 1 (B), it is the corridor type building that construction unit shown in Fig. 1 is formed；
Fig. 2, it is Folk house structure roof truss schematic diagram of the present invention.
Description of reference numerals：Herringbone beam 1, oblique lateral margin 10, arch lower edge 11, stand-off 12, joist 2, roof boarding 3, cornices
4, lacing wire 5, column 6.
Embodiment
Shown in reference picture 1 (A), (B) and Fig. 2, the construction unit of type building in corridor of the present invention.The herringbone beam 1 is by Structure Network
Muscle honeycomb concrete material is formed, and multiple herringbone beams are arranged to make up sequential structure, and herringbone beam 1 has to be sloped downwardly on summit two
Two oblique lateral margins 10, the bottom side of herringbone beam 1 is an arch lower edge 11, and its mechanical structure is more reasonable relative to traditional girder beam, especially
Suitable for the mill construction of large span, without setting multigroup column.The two-end-point that herringbone beam 1 stretches out, which has, to be used to set up
Two stand-offs 12 on joist 2；Joist 2 is supported on roof truss column 6；Stand-off 12 has to match with the supporting surface of joist 2
Planform；There is the spacing that can directly set up roof boarding 3 between the herringbone beam 1 of composition sequence, without setting purlin again.
Stand-off 12 can require to cornice 4 to extension outside two to support according to building structure；Between herringbone beam 1 in order to control spacing accuracy or
Stability is improved, some groups of lacing wires 5 can be set.As the corridor type building as shown in Fig. 1 (B), such as Fig. 1 (A) can be passed through
Shown corridor type building unit is spliced to form, to be flexibly applied to various terrain environments.
In addition to above-mentioned corridor type building, it is suitable for building the roof truss for local-style dwelling houses or factory building, as shown in Figure 2.
Claims (6)
1. a kind of cellular material herringbone beam sequential structure, it is characterised in that by prefabricated more of Structure Network muscle honeycomb concrete structure
Individual herringbone beam (1) is arranged to make up, and the herringbone beam (1) has two oblique lateral margins (10) being sloped downwardly on summit two, and
An arch lower edge (11) positioned at herringbone beam (1) bottom side；The two-end-point that the herringbone beam (1) stretches out, which has, to be used to set up
Two stand-offs (12) to be matched on joist (2) and with the joist (2) supporting surface；Form sequence herringbone beam (1) it
Between have and can directly set up the spacing of roof boarding (3).
2. cellular material herringbone beam sequential structure according to claim 1, it is characterised in that the stand-off (12) is to two
Side extension is to form the support of (4) of cornicing.
3. cellular material herringbone beam sequential structure according to claim 1 or claim 2, it is characterised in that the herringbone beam (1)
Between there are some groups of lacing wires (5) for connecting each herringbone beam (1).
4. according to the cellular material herringbone beam sequential structure as described in claims 1 to 3 form without purlin girder roof truss structure, its spy
Sign is, including the column (6) as roof truss structure basis, and column (6) top is provided with for supporting herringbone beam (1) two
The joist (2) at end, multiple herringbone beams (1) are erected on the joist (2) with the stand-off (12) at its both ends and form herringbone beam
Sequence, roof boarding (3) are directly overlayed on the oblique lateral margin (10) of the sequence herringbone beam (1).
5. according to claim 4 without purlin girder roof truss structure, it is characterised in that the roof truss is structure corridor type building
Roof truss.
6. according to claim 4 without purlin girder roof truss structure, it is characterised in that the roof truss is structure local-style dwelling houses or factory building
Roof truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610373965.4A CN107447919A (en) | 2016-06-01 | 2016-06-01 | Cellular material herringbone beam sequential structure and its formation without purlin girder roof truss structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610373965.4A CN107447919A (en) | 2016-06-01 | 2016-06-01 | Cellular material herringbone beam sequential structure and its formation without purlin girder roof truss structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107447919A true CN107447919A (en) | 2017-12-08 |
Family
ID=60485730
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610373965.4A Pending CN107447919A (en) | 2016-06-01 | 2016-06-01 | Cellular material herringbone beam sequential structure and its formation without purlin girder roof truss structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107447919A (en) |
Citations (15)
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|---|---|---|---|---|
| CN2287653Y (en) * | 1997-04-11 | 1998-08-12 | 杨东升 | Space pressure skeleton |
| CN1632252A (en) * | 2005-01-18 | 2005-06-29 | 阴继庞 | Light steel sealed column framework construction system |
| CN201258598Y (en) * | 2008-08-23 | 2009-06-17 | 中冶天工建设有限公司 | Light steel structure workshop of space plate seal system |
| CN201850793U (en) * | 2010-11-05 | 2011-06-01 | 中国电力工程顾问集团西北电力设计院 | 1000kV GIS (gas insulated switchgear) room with corrugated steel arch roof structure |
| US8011147B2 (en) * | 2006-09-11 | 2011-09-06 | Hanlon John W | Building system using modular precast concrete components |
| CN202039488U (en) * | 2011-03-18 | 2011-11-16 | 姜兴胜 | Concise energy-saving greenhouse |
| CN202866321U (en) * | 2012-08-17 | 2013-04-10 | 雅致集成房屋股份有限公司 | Slope roof lightweight steel construction mobile home |
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| CN103290969A (en) * | 2013-04-25 | 2013-09-11 | 锦州鹏翔电力轻钢设备有限公司 | Daylighting ventilating roof |
| CN203393900U (en) * | 2013-06-19 | 2014-01-15 | 河南华泰建材开发有限公司 | Light foam concrete hanging beam |
| CN103669564A (en) * | 2012-09-07 | 2014-03-26 | 沈阳铝镁设计研究院有限公司 | Device for connecting reinforced concrete bent frame column with steel beam instead of steel bracket |
| KR101509179B1 (en) * | 2014-02-17 | 2015-04-14 | 주식회사 아이에스중공업 | Welding beam for composition with concrete slab and column-beam joint structure using this beam |
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2016
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| CN1632252A (en) * | 2005-01-18 | 2005-06-29 | 阴继庞 | Light steel sealed column framework construction system |
| US8011147B2 (en) * | 2006-09-11 | 2011-09-06 | Hanlon John W | Building system using modular precast concrete components |
| CN201258598Y (en) * | 2008-08-23 | 2009-06-17 | 中冶天工建设有限公司 | Light steel structure workshop of space plate seal system |
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| CN202866321U (en) * | 2012-08-17 | 2013-04-10 | 雅致集成房屋股份有限公司 | Slope roof lightweight steel construction mobile home |
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| CN203393900U (en) * | 2013-06-19 | 2014-01-15 | 河南华泰建材开发有限公司 | Light foam concrete hanging beam |
| KR101509179B1 (en) * | 2014-02-17 | 2015-04-14 | 주식회사 아이에스중공업 | Welding beam for composition with concrete slab and column-beam joint structure using this beam |
| CN104563367A (en) * | 2014-12-31 | 2015-04-29 | 李殿义 | Construction tile for buildings |
| CN204804035U (en) * | 2015-06-04 | 2015-11-25 | 雷海生 | Individual layer factory building bent structure |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171208 |
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| RJ01 | Rejection of invention patent application after publication |