CN102587501A - Connecting structure for column section bars and concrete foundation embedded steel plate - Google Patents
Connecting structure for column section bars and concrete foundation embedded steel plate Download PDFInfo
- Publication number
- CN102587501A CN102587501A CN2011100200945A CN201110020094A CN102587501A CN 102587501 A CN102587501 A CN 102587501A CN 2011100200945 A CN2011100200945 A CN 2011100200945A CN 201110020094 A CN201110020094 A CN 201110020094A CN 102587501 A CN102587501 A CN 102587501A
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- China
- Prior art keywords
- section bar
- embedded steel
- concrete foundation
- column section
- steel slab
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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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- Joining Of Building Structures In Genera (AREA)
Abstract
A connecting structure for column section bars and a concrete foundation embedded steel plate comprises a foundation, column section bars, connecting section steel and concrete. An embedded steel plate is disposed in the concrete foundation, the connecting section steel is disposed on the top of the embedded steel plate, the column section bars are connected to the connecting section steel on the embedded steel plate, and the concrete, insulating material or binding material is filled into a cavity of a column to integrally connect the column section bars with the connecting section steel on the embedded steel plate, a connector and the concrete foundation.
Description
Invention field: the present invention relates to building lot and frame connecting structure.
Background technology:
Chinese patent 200710021353.X " construction technology that the wooden frame structure main body is connected with concrete foundation " comprises the steps: crab-bolt is welded on the foundation wall reinforced frame at interval; The fluid concrete foundation wall, swivel nut is fastening with anticorrosion sill plate and concrete foundation wall with connecting; Connecting rod one end and crab-bolt top nut are fixed, and the other end extends back timber place, house and crossbeam is fixed.Above-mentioned patent proposes in the crab-bolt fluid concrete foundation wall; Swivel nut is fastening with anticorrosion sill plate and concrete foundation wall with connecting; Connecting rod one end and crab-bolt top nut are fixed; The other end extends back timber place, house and the fixing structural concept of crossbeam, and this scheme bonding strength between connecting rod and crab-bolt nut is low, and unsuitable multi-layer concrete building is used.
Summary of the invention:
The objective of the invention is: solve column section bar and concrete foundation pre-embedded steel slab bonding strength, improve the security performance of building.
Column section bar and concrete foundation pre-embedded steel slab syndeton that the present invention proposes comprise: the basis, and the column section bar connects shaped steel; Concrete; Pre-embedded steel slab is set in the concrete foundation, and pre-embedded steel slab top is provided with connection shaped steel, and the column section bar is connected pre-embedded steel slab and connects on the shaped steel; Concrete or heat insulating material or or binding material pour into in the stand column cavity, the column section bar is connected shaped steel and connector and concrete foundation is combined into one with pre-embedded steel slab.
The column section bar comprises: metal upright post section bar, wood are moulded and metallic combination column section bar, and wood is moulded the column section bar.
Heat insulating material comprises: polyurethane, self-hardening resin, granular polystyrene concrete.
Binding material comprises: resin glue, self-leveling cement.
The connecting-type ladle is drawn together: i iron, rectangular steel pipe, U type channel-section steel.
Description of drawings:
Below in conjunction with accompanying drawing and embodiment the present invention is further described.
Fig. 1 has pre-buried worker's shape steel three-dimensional structure diagram in the concrete foundation of characteristic of the present invention.
Fig. 2 be wood with characteristic of the present invention mould with metallic combination column section bar and concrete foundation in pre-buried worker's shape steel be connected the section three-dimensional structure diagram.
Fig. 3 has pre-buried rectangle steel structure chart in the concrete foundation of characteristic of the present invention.
Fig. 4 be metal upright post section bar with characteristic of the present invention with concrete foundation in pre-buried rectangle steel be connected sectional structure chart.
The specific embodiment:
Embodiment 1:
Pre-buried worker's shape steel three-dimensional structure diagram is as shown in Figure 1 in the concrete foundation, wherein: the 1st, concrete foundation, the 2nd, pre-embedded steel slab, the 3rd, the pre-embedded steel slab lacing wire, the 4th, worker's shape connects shaped steel.Pre-embedded steel slab lacing wire 3 is welded on the pre-embedded steel slab 2, and worker's shape connects shaped steel 4 and is welded on the pre-embedded steel slab 2, and pre-embedded steel slab lacing wire 3 is cast in the concrete foundation 1 with pre-embedded steel slab 2.
Wood mould with metallic combination column section bar and concrete foundation in pre-buried worker's shape steel to be connected the section three-dimensional structure diagram as shown in Figure 2, wherein: the 5th, Wood-plastic profiles, the 6th, rectangular metal section bar, the 7th, connector, the 8th, concrete.Wood-plastic profiles 5 wraps in rectangular metal section bar 6 external surfaces; Wood-plastic profiles 5 is placed on the pre-embedded steel slab 2 with rectangular metal section bar 6 built-up sectional materials; With connector 7 Wood-plastic profiles 5 and rectangular metal section bar 6 built-up sectional materials being fixed on worker's shape is connected on the shaped steel 4; Concrete eight pours into rectangular metal section bar 6 into and is connected with worker's shape in the cavity that shaped steel 4 forms, and Wood-plastic profiles 5 and rectangular metal section bar 6 built-up sectional materials and pre-embedded steel slab 2 is connected shaped steel 4 and connector 7 and concrete foundation 1 is combined into one with worker's shape.
Embodiment 2:
Pre-buried rectangle steel three-dimensional structure diagram is as shown in Figure 3 in the concrete foundation, wherein: the 9th, concrete foundation, the 10th, pre-embedded steel slab, the 11st, the pre-embedded steel slab lacing wire, the 12nd, rectangle connects shaped steel.Pre-embedded steel slab lacing wire 11 is welded on the pre-embedded steel slab 10, and rectangle connects shaped steel 12 and is welded on the pre-embedded steel slab 10, and pre-embedded steel slab lacing wire 11 is cast in the concrete foundation 9 with pre-embedded steel slab 10.
Wood mould with metallic combination column section bar and concrete foundation in pre-buried rectangle steel to be connected the section three-dimensional structure diagram as shown in Figure 4, wherein: the 13rd, shape or Wood-plastic profiles, the 14th, connector, the 15th, concrete.Shape or Wood-plastic profiles 13 are placed on the pre-embedded steel slab 10; With connector 14 shape or Wood-plastic profiles 13 are fixed on the rectangle connection shaped steel 12; Concrete 15 perfusion is advanced in shape or Wood-plastic profiles 13 cavitys, shape or Wood-plastic profiles 13 is connected shaped steel 12 and connector 14 and concrete foundation 9 with pre-embedded steel slab 2 is combined into one with rectangle.
Claims (5)
1. column section bar and concrete foundation pre-embedded steel slab syndeton comprise: the basis, and the column section bar connects shaped steel; Concrete; It is characterized in that: pre-embedded steel slab is set in the concrete foundation, and pre-embedded steel slab top is provided with connection shaped steel, and the column section bar is connected pre-embedded steel slab and connects on the shaped steel; Concrete or heat insulating material or or binding material pour into in the stand column cavity, the column section bar is connected shaped steel and connector and concrete foundation is combined into one with pre-embedded steel slab.
2. column section bar as claimed in claim 1 and concrete foundation pre-embedded steel slab syndeton, it is characterized in that: the column section bar comprises: metal upright post section bar, wood are moulded and metallic combination column section bar, and wood is moulded the column section bar.
3. metal upright post section bar as claimed in claim 1 and concrete foundation pre-embedded steel slab syndeton, it is characterized in that: heat insulating material comprises: polyurethane, self-hardening resin, granular polystyrene concrete.
4. column section bar as claimed in claim 1 and concrete foundation pre-embedded steel slab syndeton, it is characterized in that: binding material comprises: resin glue, self-leveling cement.
5. column section bar as claimed in claim 1 and concrete foundation pre-embedded steel slab syndeton, it is characterized in that: the connecting-type ladle is drawn together: i iron, rectangular steel pipe, U type channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100200945A CN102587501A (en) | 2011-01-18 | 2011-01-18 | Connecting structure for column section bars and concrete foundation embedded steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100200945A CN102587501A (en) | 2011-01-18 | 2011-01-18 | Connecting structure for column section bars and concrete foundation embedded steel plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102587501A true CN102587501A (en) | 2012-07-18 |
Family
ID=46476689
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011100200945A Pending CN102587501A (en) | 2011-01-18 | 2011-01-18 | Connecting structure for column section bars and concrete foundation embedded steel plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102587501A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07207769A (en) * | 1994-01-19 | 1995-08-08 | Masami Nakao | Joining structure for column to column |
| JPH09203116A (en) * | 1996-01-30 | 1997-08-05 | Mitsuboshi Sangyo Kk | Column connection structure |
| JP2001020296A (en) * | 1999-07-12 | 2001-01-23 | Maeda Corp | Non-embedded type column base for use in steel encased reinforced concrete structure |
| CN1445192A (en) * | 2003-04-30 | 2003-10-01 | 马全生 | Polyphenylene concrete material |
| CN201007057Y (en) * | 2007-01-23 | 2008-01-16 | 青岛华盛高新科技发展有限公司 | Wooden-plastic square column |
| JP2009243170A (en) * | 2008-03-31 | 2009-10-22 | Hitachi Metals Techno Ltd | Column base structure |
| CN201412667Y (en) * | 2009-06-12 | 2010-02-24 | 湖州美典新材料有限公司 | Built-in core wood molding section bar |
-
2011
- 2011-01-18 CN CN2011100200945A patent/CN102587501A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07207769A (en) * | 1994-01-19 | 1995-08-08 | Masami Nakao | Joining structure for column to column |
| JPH09203116A (en) * | 1996-01-30 | 1997-08-05 | Mitsuboshi Sangyo Kk | Column connection structure |
| JP2001020296A (en) * | 1999-07-12 | 2001-01-23 | Maeda Corp | Non-embedded type column base for use in steel encased reinforced concrete structure |
| CN1445192A (en) * | 2003-04-30 | 2003-10-01 | 马全生 | Polyphenylene concrete material |
| CN201007057Y (en) * | 2007-01-23 | 2008-01-16 | 青岛华盛高新科技发展有限公司 | Wooden-plastic square column |
| JP2009243170A (en) * | 2008-03-31 | 2009-10-22 | Hitachi Metals Techno Ltd | Column base structure |
| CN201412667Y (en) * | 2009-06-12 | 2010-02-24 | 湖州美典新材料有限公司 | Built-in core wood molding section bar |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20120718 |