CN103866905A - Construction method of novel small web steel upright posts - Google Patents
Construction method of novel small web steel upright posts Download PDFInfo
- Publication number
- CN103866905A CN103866905A CN201410045249.4A CN201410045249A CN103866905A CN 103866905 A CN103866905 A CN 103866905A CN 201410045249 A CN201410045249 A CN 201410045249A CN 103866905 A CN103866905 A CN 103866905A
- Authority
- CN
- China
- Prior art keywords
- type connector
- steel
- steel pipe
- building method
- connection part
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a construction method of novel small web steel upright posts. According to the construction method, two steel pipes are adopted, wherein the steel pipes are connected through a V-shaped connection part; the V-shaped connection part is a similarly V-shaped thin plate connection part; the end parts of the V-shaped connection part are bent; the V-shaped connection part is connected with the steel pipes through self-tapping screws; screw holes are formed in the end parts of the V-shaped connection part. Through the construction method of the novel web steel small upright posts, the resistance of the small upright posts can be improved; meanwhile, gaps between the steel pipes can be easily fixed, so that parallelism between the steel pipes can be guaranteed, and further, the acceleration of construction speed is facilitated; a wallboard and the small upright posts can be connected through the self-tapping screws in the bent parts at the ends of the V-shaped connection part, thereby effectively reducing the use amount of the self-tapping screws.
Description
Technical field
The present invention relates to a kind of novel building web steel post, mainly belong to light steel field of house buildings.
Background technology
Up to now, existing building form of structure comprises wooden construction, brick mix structure, reinforced concrete structure and steel work.Reinforced concrete building exists construction loaded down with trivial details, and construction rubbish is many, and the shortcoming such as dead load is large.Web steel building is built by light gauge cold-formed steel shape completely, and its building unit main body is small-sized crane span structure, is made up of light thin wall hollow square tube (square type pipe) and the leg-of-mutton V-type connector of zinc-plated clod wash high-frequency welding.Web steel light section steel structure has many advantages for traditional structure: web steel building can be produced in batch production, easy operating transportation; Web steel building adopts clod wash lightweight section material, the high and good endurance of intensity; Produce and all have dimensional standard, install at the scene of being easy to; Can adapt to the ground that some bearing capacities are lower, and without ground processing; The deadweight of web steel structural building is equivalent to 1/4 to 1/5 of conventional steel tendon concrete structure deadweight, excellent earthquake resistance; Structural construction good integrity, structural stability are high; Site operation is the complete dry operation of assembling, is conducive to keep environment; Material is beneficial to recovery, meets environmental protection concept.The basic building block of web steel building is exactly post, and its key problem is exactly to improve the bearing capacity of column, reduces the weakening of bolt hole to member, and can have standard-sized steel pipe spacing.
Summary of the invention
The present invention, according to above-mentioned the deficiencies in the prior art, provides a kind of novel web steel post.
In order to achieve the above object, the technical scheme that the present invention takes is:
A kind of building method of novel web steel post, described building method is to adopt two steel pipes, between steel pipe, connect by V connector, V-type connector is the thin plate connector of the alphabetical V of likeness in form, V-type connector end bends, V-type connector is connected by tapping screw with steel pipe, and V-type connector end is provided with screw hole.
Described steel pipe is galvanizing square steel pipe or rectangular tube, and thickness is 0.84mm-2mm.
Described V-type connector is hot-dip galvanizing sheet steel, and its thickness is 0.84mm-2mm.
All there are unidirectional 90 degree bending crimpings described three ends of V-type connector.
There are two screw holes described three ends of V-type connector and two positive junctions of steel pipe, have a screw hole with junction, steel pipe side.
The cross section that described V-type connector carries out crimping and formation at two brace limb pin places is C type cross section.
The beneficial effect that the present invention obtains is: two ends of the present invention are steel pipe, between steel pipe, connect by the thin plate connector that is similar to alphabetical V, V-type connector end arranges screw hole, and it can realize the weakening that reduces bolt hole pair cross-section, improve the drag of post, and be easy to the spacing between fixing steel pipe, guarantee parallel between steel pipe to be beneficial to acceleration speed of application, wallboard and post also can carry out self-drilling connection in bending place, V-arrangement connector end, effectively reduce the use of tapping screw.
Accompanying drawing explanation
Fig. 1 is stereogram of the present invention;
Fig. 2 is front view of the present invention;
Fig. 3 is right view of the present invention;
Fig. 4 is left view of the present invention;
Fig. 5 is the stereogram () of V-type connector of the present invention;
Fig. 6 is the stereogram (two) of V-type connector of the present invention.
1-steel pipe; 2-screw hole; 3-bending crimping; 4-V-type connector end; Bending place, 5-V-type connector end; 6-V-type connector end; Bending place, 7-V-type connector end.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention is illustrated.
As shown in Figures 1 to 6, the present invention is a kind of building method of novel web steel post, described building method is to adopt two steel pipes 1, between steel pipe 1, connect by V-type connector, V-type connector is the thin plate connector of the alphabetical V of likeness in form, V-type connector end bends, and V-type connector is connected by tapping screw with steel pipe 1, and V-type connector end is provided with screw hole 2.Described steel pipe 1 is galvanizing square steel pipe or rectangular tube, and thickness is 0.84mm-2mm.Described V-type connector is hot-dip galvanizing sheet steel, and its thickness is 0.84mm-2mm.All there are unidirectional 90 degree bending crimpings 3 described three ends of V-type connector.There are two screw holes 2 described three ends of V-type connector and two positive junctions of steel pipe 1, have a screw hole 2 with steel pipe 1 junction, side.The cross section that described V-type connector carries out crimping and formation at two brace limb pin places is C type cross section.
For V-type connector, along with the length of steel pipe 1, appropriateness increases V-type connector number.All there are 90 5 places, bending place, degree V-type connector end and bending place, V-type connector end 7 in three V- type part ends 4 and 6 places, V-type connector end, acting as of bending place, V-type connector end 5 and bending place, V-type connector end 7 is conducive to fix the spacing between steel pipe, after the model of V-type connector is fixed, only two steel pipes 1 need pasted to the inside of bending place, V-type connector end 5 and bending place, V-type connector end 7, can fix the distance of two steel pipes 1, and without first measuring the connection of carrying out again V-type connector after the distance of steel pipe 1; Reduce the weakening of screw hole 2 to component strength.Screw hole 2 forms the connection on space.After bending 90 degree, also there is screw that V-type connector is connected with steel pipe 1, can effectively avoid the strength reduction of screw hole 2 to single V-type connector end.Simultaneously, if when wallboard is connected with column, also screw hole 2 positions can be defined in to bending place, V-type connector end 5, directly wallboard is connected with column, and do not need extra carrying out in bending place, V-type connector end 5 being connected of V-type connector and steel pipe 2, effectively save the use amount of screw.Keep the parallel to each other of two ends steel pipe 3.Two limb pin of V-type connector all carry out crimping by sheet material and the cross section that forms C type bends crimping 3, the radius of gyration of increasing section, thereby improve sheet material just turn round rigidity, be conducive to improve the bulk strength of column.V-type connector all arranges 2 screw holes 2 three ends, and the face bending after 90 degree arranges 1 screw hole 2.
Such scheme is optimum implementation of the present invention, but is not changing under spiritual background of the present invention, and any improvement of doing, within all dropping on protection scope of the present invention.
Claims (6)
1. the building method of a novel web steel post, it is characterized in that: described building method is to adopt two steel pipes, between steel pipe, connect by V-type connector, V-type connector is the thin plate connector of the alphabetical V of likeness in form, V-type connector end bends, V-type connector is connected by tapping screw with steel pipe, and V-type connector end is provided with screw hole.
2. the building method of novel web steel post according to claim 1, is characterized in that: described steel pipe is galvanizing square steel pipe or rectangular tube, and thickness is 0.84mm-2mm.
3. the building method of novel web steel post according to claim 1, is characterized in that: described V-type connector is hot-dip galvanizing sheet steel, and its thickness is 0.84mm-2mm.
4. the building method of novel web steel post according to claim 1, is characterized in that: all there are unidirectional 90 degree bending crimpings described three ends of V-type connector.
5. the building method of novel web steel post according to claim 1, is characterized in that: there are two screw holes described three ends of V-type connector and two positive junctions of steel pipe, have a screw hole with junction, steel pipe side.
6. the building method of novel web steel post according to claim 1, is characterized in that: the cross section that described V-type connector carries out crimping and formation at two brace limb pin places is C type cross section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410045249.4A CN103866905A (en) | 2014-02-08 | 2014-02-08 | Construction method of novel small web steel upright posts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410045249.4A CN103866905A (en) | 2014-02-08 | 2014-02-08 | Construction method of novel small web steel upright posts |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103866905A true CN103866905A (en) | 2014-06-18 |
Family
ID=50905885
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410045249.4A Pending CN103866905A (en) | 2014-02-08 | 2014-02-08 | Construction method of novel small web steel upright posts |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103866905A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042982A (en) * | 2019-01-15 | 2019-07-23 | 潘旭鹏 | A kind of composite structure component and preparation method thereof and application |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1067469A (en) * | 1991-04-05 | 1992-12-30 | 杰克·斯莱特 | The Web beam that is used for building structure frame |
| CN200978486Y (en) * | 2006-11-23 | 2007-11-21 | 孙国建 | Scaffold for construction girders |
| CN101200964A (en) * | 2007-11-29 | 2008-06-18 | 北京泰阁泰美家居装饰有限公司 | Metal V-shaped members and light steel truss connected thereby |
| CN201133031Y (en) * | 2007-11-29 | 2008-10-15 | 筑巢（北京）科技有限公司 | V-shaped metal piece and light steel truss connected thereto |
| CN201310148Y (en) * | 2008-10-07 | 2009-09-16 | 纪勇 | Building special type light steel pipe and connecting piece thereof |
| CN201620525U (en) * | 2010-04-02 | 2010-11-03 | 姜志勇 | Assembly type thin-wall steel combined truss |
| CN202000493U (en) * | 2011-03-30 | 2011-10-05 | 北京宝丰兴隆钢结构技术发展有限公司 | V-shaped connecting piece for web steel |
| CN202000554U (en) * | 2011-03-30 | 2011-10-05 | 北京宝丰兴隆钢结构技术发展有限公司 | Construction steel structural system adopting web steel |
| CN202000553U (en) * | 2011-03-30 | 2011-10-05 | 北京宝丰兴隆钢结构技术发展有限公司 | Web steel truss system |
| CN202139697U (en) * | 2011-07-21 | 2012-02-08 | 重庆中瑞鑫安实业有限公司 | Self-fastened supporting member and truss using same |
-
2014
- 2014-02-08 CN CN201410045249.4A patent/CN103866905A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1067469A (en) * | 1991-04-05 | 1992-12-30 | 杰克·斯莱特 | The Web beam that is used for building structure frame |
| CN200978486Y (en) * | 2006-11-23 | 2007-11-21 | 孙国建 | Scaffold for construction girders |
| CN101200964A (en) * | 2007-11-29 | 2008-06-18 | 北京泰阁泰美家居装饰有限公司 | Metal V-shaped members and light steel truss connected thereby |
| CN201133031Y (en) * | 2007-11-29 | 2008-10-15 | 筑巢（北京）科技有限公司 | V-shaped metal piece and light steel truss connected thereto |
| CN201310148Y (en) * | 2008-10-07 | 2009-09-16 | 纪勇 | Building special type light steel pipe and connecting piece thereof |
| CN201620525U (en) * | 2010-04-02 | 2010-11-03 | 姜志勇 | Assembly type thin-wall steel combined truss |
| CN202000493U (en) * | 2011-03-30 | 2011-10-05 | 北京宝丰兴隆钢结构技术发展有限公司 | V-shaped connecting piece for web steel |
| CN202000554U (en) * | 2011-03-30 | 2011-10-05 | 北京宝丰兴隆钢结构技术发展有限公司 | Construction steel structural system adopting web steel |
| CN202000553U (en) * | 2011-03-30 | 2011-10-05 | 北京宝丰兴隆钢结构技术发展有限公司 | Web steel truss system |
| CN202139697U (en) * | 2011-07-21 | 2012-02-08 | 重庆中瑞鑫安实业有限公司 | Self-fastened supporting member and truss using same |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042982A (en) * | 2019-01-15 | 2019-07-23 | 潘旭鹏 | A kind of composite structure component and preparation method thereof and application |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104032840B (en) | The prestressing force assembling frame node connecting structure of additional angle steel | |
| CN205502389U (en) | H shaped steel concrete beam based on channel -section steel and pull rod restraint | |
| CN203546909U (en) | Special joints for box structure building system | |
| CN103790239B (en) | A kind of light internal wall and steel I-beam connector | |
| CN203924364U (en) | The prestressing force assembling frame structure node syndeton of additional angle steel | |
| CN205894370U (en) | Steel framework composition steel sheet shear wall structure system in steel construction house | |
| CN209941890U (en) | Connecting structure between prefabricated beam and prefabricated node in assembly type dry construction | |
| CN103866905A (en) | Construction method of novel small web steel upright posts | |
| CN203514531U (en) | Square steel tube concrete column and steel beam node connecting structure with internal diaphragms | |
| CN203846678U (en) | Novel small web steel vertical column | |
| CN202157420U (en) | 45-degree beam column combination fastener and lightweight steel structure thereof | |
| CN206289783U (en) | It is a kind of meet topology can the prefabricated partition wall of damping assembling type buildings | |
| CN201843221U (en) | Connecting joint of H-shaped steel beam and post of corrugated web | |
| CN203891254U (en) | U-shaped section-bar steel pipe bundle combined structure with flanges | |
| CN202644739U (en) | Beam-column joint structure of compound cross-section concrete-filled steel tube column and steel beam | |
| CN103790238A (en) | Connector for connecting assembly type steel plate shearing wall and steel beam | |
| CN203729437U (en) | Fabricated connecting piece for steel plate shear wall and steel beam | |
| CN203160565U (en) | Color plate water groove for steel structure building | |
| CN204174832U (en) | Cellular web H steel column | |
| CN204590315U (en) | A kind of assembled architecture interior wall syndeton | |
| CN203546904U (en) | Box structure building system | |
| CN203867062U (en) | Trapezoid steel roof truss with hollowed-out chord members | |
| CN203782967U (en) | Architectural steel-wood composite structure | |
| CN203729438U (en) | Connecting component for precast concrete composite floor slab and H-shaped steel beam | |
| CN203394091U (en) | Casing type reinforced structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140618 |
|
| WD01 | Invention patent application deemed withdrawn after publication |