CN103967208B - The light steel of Z-section-timber with small diameter combination bearing column and making method - Google Patents
The light steel of Z-section-timber with small diameter combination bearing column and making method Download PDFInfo
- Publication number
- CN103967208B CN103967208B CN201410146996.7A CN201410146996A CN103967208B CN 103967208 B CN103967208 B CN 103967208B CN 201410146996 A CN201410146996 A CN 201410146996A CN 103967208 B CN103967208 B CN 103967208B
- Authority
- CN
- China
- Prior art keywords
- timber
- small diameter
- bearing column
- section
- combination bearing
- 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.)
- Active
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to the light steel timber with small diameter combination bearing column of a kind of Z-section and making method, belong to technical field of structural engineering; Z-section of the present invention light steel timber with small diameter combination bearing column is applicable to low layer rural house building system; End and middle part corner are provided with Hollow Steel Section, and link together with timber with small diameter, not only alleviate dead load, and improve the bearing capacity of structure and overall anti-seismic performance; Adopt toe joint plate as enclosed structure, not only economic environmental protection but also constructability simultaneously.
Description
Technical field
The present invention relates to a kind of light steel of Z-section-timber with small diameter combination bearing column and making method, belong to technical field of structural engineering.
Background technology
Villages and small towns area occupies China territory very vast scale, is build up a ring indispensable in well-off society and harmonious socialist society comprehensively. In today, skeleton construction becomes the preferred forms in civil engineering structure design day by day, but villages and small towns are due to geographical position or fund aspect, and timber structure form still continues to use. Nowadays timber resources is day by day in short supply, and the larger-diameter high-quality timber being especially applicable to house load-bearing becomes to be difficult to obtain, and adopts merely timber load-bearing, and its supporting capacity is limited, and especially in the environment of alternation of wetting and drying, the bearing capacity of timber can sharply decline. Therefore propose a kind of novel compositions structure formation to bring into schedule to the bearing capacity and energy dissipation ability improving rural house building bearing post.
State Statistics Bureau's data display in 2006, China mainland people in the countryside about 5.8 hundred million, soil accounts for 58%, owing to these villages and small towns levels of economic development exist difference, therefore timber structure form still big area use. But existing timber structure exists very big potential safety hazard, reason is to lack scientific and reasonable design, use inferior materials and turn out substandard goods during construction and waterproof and measures for the prevention of fire perfect not. Once problem occurs, a large amount of manpower and materials certainly will be spent to carry out maintenance and reinforcement. China is few to the research of timber structure at present, seldom has new structure to propose, the national conditions very contradiction that this and China are current, and bearing capacity and the antidetonation ability of therefore improving rural house building bearing post are not only very important but also extremely urgent.
Traditional timber structure bearing capacity is poor, though and traditional steel construction good seismic performance but cost is expensive, cannot extensively promote. Based on this, the present invention proposes a kind of easy construction, light steel timber with small diameter simple to operate combination bearing column, owing to timber with small diameter is filled in inside, therefore its deadweight obviously alleviates, by the advantageous combination of timber with small diameter and shaped steel, its anti-seismic performance and supporting capacity are largely increased, and are very suitable for low, multilayer rural house building.
Summary of the invention
The object of the invention be to provide a kind of there is low cost, little, the less energy-consumption of conducting oneself with dignity, the light steel of Z-section-timber with small diameter combination bearing column of the advantage such as earthquake-proof energy-saving integration and making method, improve Traditional Wood structure durability difference with it and suffer the problem that corrodes rear supporting capacity and the decline of antidetonation ability.
For achieving the above object, the technical solution used in the present invention is the light steel timber with small diameter combination bearing column of a kind of Z-section and making method, and the light steel timber with small diameter combination bearing column of Z-section of the present invention comprises thin-wall channel 1, thin-walled angle steel 2, timber with small diameter 3, toe joint plate 4.
Specifically, in toe joint plate 4, the sawtooth place of adjacent batten end is coated with white glue with vinyl, inserts mutually engagement; Toe joint Stress of plate interior is because arbitrarily the putting splicing and offsetting of little batten, it is possible to be processed into corresponding modulus, such as 50,150,300,600mm, thickness is 20��25mm; During processing toe joint plate, only throwing the outside of flat one side as formwork for placing, coarse one side is as the interior face of formwork for placing; Interior is cohered by splicing adhesive and timber with small diameter 3.
Thin-wall channel 1 is light steel, and web and edge of a wing thickness are 6��8mm, and height 100��150mm, flange width 100��150mm, thin-walled angle steel is light steel, thickness 6��8mm, the wide 100��150mm of limb.
Thin-wall channel 1 and thin-walled angle steel 2 are vertically welded with a cleek every a segment distance and tighten with timber with small diameter 3 and to be connected.
The making method of the light steel of Z-section-timber with small diameter combination bearing column, it is characterised in that: making step is as follows:
Light for the Z-section steel-thin-wall channel 1 of timber with small diameter combination bearing column, thin-walled angle steel 2 are inserted in foundation beam by size by S1, build foundation beam Steel Concrete.
S2. undertaken copying measuring line by house planar dimension by foundation beam upper surface, levelling foundation beam upper surface, eject double solid line by the thickness of toe joint plate 4.
S3. timber with small diameter 3 is filled in the middle of Hollow Steel Section and double solid line, and embedding in foundation beam, use splicing adhesive to cohere between timber with small diameter 3.
S4. thin-wall channel 1 and angle steel 2 are erected and it is welded with cleek to every a segment distance, tighten with timber with small diameter 3 and be connected, and carry out cooperation by white glue with vinyl and cohere.
S5. use splicing adhesive to cohere between toe joint plate and timber with small diameter, form the light steel timber with small diameter combination bearing column of Z-section.
The light steel of Z-section of the present invention-timber with small diameter combination bearing column is applicable to low layer rural house building system. Inner thin-walled shaped steel, by being welded with cleek with white glue with vinyl together with timber with small diameter compact siro spinning technology, had both improve the globality of structure, had engaged again the advantage of bi-material, improve bearing capacity and the anti-seismic performance of combination bearing column to a great extent.
Accompanying drawing explanation
Fig. 1 is the light steel timber with small diameter combination bearing column sectional view of Z-section
Fig. 2 is the light steel timber with small diameter combination bearing column vertical planning drawing of Z-section
Fig. 3 is thin-wall channel vertical planning drawing
Fig. 4 is thin-walled angle steel vertical planning drawing
1:1 thin-wall channel, 2 thin-walled angle steel, 3 timber with small diameter, 4 toe joint plates in figure
Embodiment
The present invention will be further described in conjunction with specific embodiments:
As shown in Figure 2, the light steel timber with small diameter combination bearing column of the Z-section of the present invention, is formed primarily of thin-wall channel 1, thin-walled angle steel 2, timber with small diameter 3, toe joint plate 4. It is characterized in that: combination bearing column inside is made up of timber with small diameter, embedding thin-wall channel in Z-section end, embedding thin-walled angle steel in nook, middle part, the cleek welded by vacation and white glue with vinyl are realized shaped steel and are connected with the reliable of timber with small diameter, not only effectively alleviate the deadweight of combination bearing column, and improve bearing capacity and the anti-seismic performance of combination bearing column, the problem that after avoiding wood corrosion, bearing capacity and antidetonation ability decline, simultaneously energy-conserving and environment-protective, cheap, it is applicable to low layer rural house building system.
Being more than an exemplary embodiments of the present invention, the enforcement of the present invention is not limited to this.
Claims (4)
- The making method of the light steel in 1.Z shape cross section-timber with small diameter combination bearing column, it is characterised in that: making step is as follows:Light for the Z-section steel-thin-wall channel (1) of timber with small diameter combination bearing column, thin-walled angle steel (2) are inserted in foundation beam by size by S1, build foundation beam Steel Concrete;S2. undertaken copying measuring line by house planar dimension by foundation beam upper surface, levelling foundation beam upper surface, eject double solid line by the thickness of toe joint plate (4);S3. timber with small diameter (3) is filled in the middle of Hollow Steel Section and double solid line, and embedding in foundation beam, and timber with small diameter uses splicing adhesive to cohere between (3);S4. thin-wall channel (1) and angle steel (2) are erected and it is welded with cleek to every a segment distance, tighten with timber with small diameter (3) and be connected, and carry out cooperation by white glue with vinyl and cohere;S5. use splicing adhesive to cohere between toe joint plate and timber with small diameter, form the light steel timber with small diameter combination bearing column of Z-section.
- 2. the making method of the light steel of Z-section according to claim 1-timber with small diameter combination bearing column, it is characterized in that: combination bearing column end includes thin-wall channel (1), nook, middle part includes thin-walled angle steel (2), toe joint plate (4), as the maintenance plate of combination bearing column, is filled by timber with small diameter (3) between toe joint plate (4) and Hollow Steel Section.
- 3. the making method of the light steel of Z-section according to claim 1-timber with small diameter combination bearing column, it is characterised in that: in toe joint plate (4), the sawtooth place of adjacent batten end is coated with white glue with vinyl, inserts mutually engagement; Toe joint Stress of plate interior because arbitrarily putting splicing and offsetting of little batten, be processed into corresponding modulus, comprise 50,150,300,600mm, thickness is 20��25mm; During processing toe joint plate, only throwing the outside of flat one side as formwork for placing, coarse one side is as the interior face of formwork for placing; Interior is cohered by splicing adhesive and timber with small diameter (3).
- 4. the making method of the light steel of Z-section according to claim 1-timber with small diameter combination bearing column, it is characterized in that: described thin-wall channel (1) is light steel, web and edge of a wing thickness are 6��8mm, height 100��150mm, flange width 100��150mm; thin-walled angle steel is light steel, thickness 6��8mm, the wide 100��150mm of limb.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410146996.7A CN103967208B (en) | 2014-04-14 | 2014-04-14 | The light steel of Z-section-timber with small diameter combination bearing column and making method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410146996.7A CN103967208B (en) | 2014-04-14 | 2014-04-14 | The light steel of Z-section-timber with small diameter combination bearing column and making method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103967208A CN103967208A (en) | 2014-08-06 |
| CN103967208B true CN103967208B (en) | 2016-06-08 |
Family
ID=51237173
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410146996.7A Active CN103967208B (en) | 2014-04-14 | 2014-04-14 | The light steel of Z-section-timber with small diameter combination bearing column and making method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103967208B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328735B (en) * | 2014-10-20 | 2016-11-09 | 广西交通科学研究院 | Regeneration concrete Z-type pier stud |
| CN106948485B (en) * | 2017-05-15 | 2023-02-21 | 丰和营造集团股份有限公司 | Self-heat-preservation house structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04143352A (en) * | 1990-10-02 | 1992-05-18 | Sumikin Kozai Kogyo Kk | Wooden composite material for building |
| JP2000160766A (en) * | 1998-09-21 | 2000-06-13 | Mie Prefecture | Bulding structural member |
| JP2000289008A (en) * | 1999-04-09 | 2000-10-17 | Noboru Watanabe | Steel stiffened wood girder |
| CN101831989A (en) * | 2010-05-13 | 2010-09-15 | 宁波大学 | Improved combined box-shaped beam and processing method thereof |
| CN202169734U (en) * | 2011-07-19 | 2012-03-21 | 北京奥康达体育用品有限公司 | Composite upright column |
-
2014
- 2014-04-14 CN CN201410146996.7A patent/CN103967208B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04143352A (en) * | 1990-10-02 | 1992-05-18 | Sumikin Kozai Kogyo Kk | Wooden composite material for building |
| JP2000160766A (en) * | 1998-09-21 | 2000-06-13 | Mie Prefecture | Bulding structural member |
| JP2000289008A (en) * | 1999-04-09 | 2000-10-17 | Noboru Watanabe | Steel stiffened wood girder |
| CN101831989A (en) * | 2010-05-13 | 2010-09-15 | 宁波大学 | Improved combined box-shaped beam and processing method thereof |
| CN202169734U (en) * | 2011-07-19 | 2012-03-21 | 北京奥康达体育用品有限公司 | Composite upright column |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103967208A (en) | 2014-08-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101575876B (en) | Novel connecting element | |
| CN103924797A (en) | Country prefabricated steel structure residence system and construction method thereof | |
| CN103046644B (en) | Cold-formed thin-walled steel column and beam structural system for multistoried building | |
| CN103590486A (en) | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method | |
| CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
| CN201406768Y (en) | Novel connecting component | |
| CN103967208B (en) | The light steel of Z-section-timber with small diameter combination bearing column and making method | |
| CN204456159U (en) | A kind of steel kind design concrete anchor location structure | |
| CN202000687U (en) | Existing earth building earth wall body reinforcing device through wooden columns and wooden beams | |
| CN108412100A (en) | A kind of assembly sunk type floor and its connecting structure entirely | |
| CN208934252U (en) | A kind of steel and wood composite girder construction | |
| CN204001705U (en) | Outer wall of basement single surface formwork constructing structure based on earth anchor truss | |
| CN103741961B (en) | To boost sales after the prefabricated circular hole slab of existing building the dark seismic strengthening of beams method of key | |
| CN103498512B (en) | A kind of assembled architecture wall beam stablizes syndeton | |
| CN202969630U (en) | Combined wall body for wooden house | |
| CN203546908U (en) | Assembly type building wall beam stable connection structure | |
| CN203905531U (en) | Rural assembled steel structure residence system | |
| CN203049833U (en) | Rural immature soil house with reinforced outer wall body | |
| CN203626050U (en) | Integrated house system | |
| CN202689233U (en) | Shock insulation structure used for low-rise reinforced concrete and brick construction | |
| CN203904838U (en) | Novel bracket structure for construction of box girders of soft soil foundation sites of high speed rail | |
| CN105839791A (en) | Double-side-plate supporting node of overhung cover plate | |
| CN103089023A (en) | House anti-seismic stone wall reinforced structure and construction method thereof | |
| CN205712826U (en) | A kind of damping precast stair | |
| CN204960089U (en) | Novel precast floor slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210105 Address after: 100124 No. 100 Chaoyang District Ping Tian Park, Beijing Patentee after: Beijing University of Technology Patentee after: HEBEI HUIYUAN BUILDING MATERIAL Co.,Ltd. Address before: 100124 No. 100 Chaoyang District Ping Tian Park, Beijing Patentee before: Beijing University of Technology |