CN104100002A - Connecting structure of floor and column - Google Patents
Connecting structure of floor and column Download PDFInfo
- Publication number
- CN104100002A CN104100002A CN201410317026.9A CN201410317026A CN104100002A CN 104100002 A CN104100002 A CN 104100002A CN 201410317026 A CN201410317026 A CN 201410317026A CN 104100002 A CN104100002 A CN 104100002A
- Authority
- CN
- China
- Prior art keywords
- floor
- post
- concrete
- beard muscle
- steel
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 210000003205 muscle Anatomy 0.000 claims description 21
- 230000002787 reinforcement Effects 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 238000010606 normalization Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010923 batch production Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to a connecting structure of a floor and a column. The steel frame of the floor is connected with the column through bolts. The horizontal reinforcing bars of the floor is connected with the horizontal reinforcing bars of the column, and concrete post pouring is used for connection on site. The connecting structure is novel in structure, convenient to mount, high in connecting strength, safe and reliable.
Description
Technical field
The present invention relates to technical field of buildings, be specifically related to the syndeton of a kind of floor and post.
Background technology
In traditional construction method, post is not directly connected with floor, generally on post, build or mounting rail, then at beam upper berth floor or cast in situs floor.The structure that this traditional post is connected indirectly with floor, existence construction is complicated, the engineering time is long, production efficiency is low, be not easy to the shortcomings such as modularization rapid-assembling.In steel building, floor and post generally adopt bolt to be connected to each other, but the building costs of this full steel structure is relatively higher than traditional construction method.Therefore, the present invention has designed a kind of novel floor with concrete ground, this floor adopts integrally welded by steel frame and steel mesh reinforcement, and build concrete and form, described concrete ground is positioned at the top of steel frame, very thin thickness, the side of concrete ground surrounding is provided with beard muscle, this novel floor with concrete ground had both possessed the low advantage of conventional concrete floor cost, possessing again steel work floor assembles rapidly, be easy to batch production large-scale production, intensity is high, build fireballing advantage, avoided the heaviness of concrete floor, intensity is low, the shortcoming that production cycle is long, avoided steel work floor cost higher simultaneously, the shortcoming that steel consumption amount is large.
But the new builing structure being connected with steel structure column or concrete column for the New Floor Slab with concrete ground, how to connect could effectively guarantee easy for installation, connect reliable, intensity is higher and can realize factory normalization and produce, and is a crucial difficult problem of current building field.
Summary of the invention
The object of the invention is for the deficiencies in the prior art, provide a kind of can factory normalization production, field module assembling, speed of application be fast, easy for installation, the new Joining Structure that connects reliable a kind of floor and post.
The present invention is achieved by the following technical programs:
The syndeton of a kind of floor and post, comprise post, floor, described floor is integrally welded and build concrete and form by steel frame and steel mesh reinforcement, steel frame and the post of described floor are bolted, and on described floor and post, be equipped with beard muscle, beard muscle on described floor and the beard muscle on post interconnect, and adopt at the scene the mode of watering after concrete to connect.
Further, the beard muscle on described floor and the beard muscle on post by welding, steel wire bundle, be spirally connected, any in the various ways such as snapping link together, the concrete watering after adopting after connecting fills up.
Further, described post is provided with for holding the floor Connection Block of floor, and described floor Connection Block is provided with the connecting hole of generalization modulus, on described floor, is also provided with corresponding connecting hole, and described floor is bolted on floor Connection Block.
Technique effect of the present invention is as follows:
The steel frame of floor of the present invention adopts high-strength bolt to be connected with post, beard muscle on floor is connected with the beard muscle on post simultaneously, by the mode of rear pouring concrete, connect again, the multiple connection novel structure that this three connects has simultaneously solved well with the New Floor Slab on concrete ground and a link technique difficult problem for post, adopt again floor Connection Block as support and connection, further strengthen intensity, the syndeton of this novel floor and post is not only easy for installation, connect reliable, intensity is higher, and can realize factory normalization produces, can realize high-speed modularization assembling construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
In accompanying drawing: 1-floor, 2-post, 3-concrete, 4-beard muscle, 5-connecting hole, 6-bolt, 7-floor Connection Block, 11-concrete ground, 12-steel frame, 13-steel mesh reinforcement.
The specific embodiment
As shown in Figure 1, the syndeton of a kind of floor 1 and post 2, comprises post 2, floor 1.Described floor 1 is integrally welded and build concrete 3 and form by steel frame 12 and steel mesh reinforcement 13.Described steel frame 12 consists of long girder truss and horizontal short girder truss, and described long girder truss and short girder truss are provided with the connecting hole 5 of the generalization modulus for being connected with post 2 or beam.Described steel mesh reinforcement 13 is comprised of the steel wire intersecting in length and breadth, be positioned at the middle and upper part of steel frame 12, the bottom of steel mesh reinforcement 13 and four limits adopt welding manner to be securely fixed on the long girder truss and short truss of steel frame 12, the side of steel mesh reinforcement 13 is provided with the beard muscle 4 with crotch, beard muscle 4 and steel mesh reinforcement 13 be by together with welding or steel wire bundle, then with concrete 3, builds and form concrete 11.Concrete ground 11 is positioned at the middle and upper part of floor 1, and is firmly connected with the steel frame 12 of floor 1, and the side on concrete ground 11 exposes a lot of beard muscle 4 with crotch.
Described post 2 is steel structure column or concrete column, and the floor Connection Block 7 that post 2 is provided with the connecting hole 5 matching with floor 1 and is used for holding floor 1 is also provided with the connecting hole 5 of generalization modulus on floor Connection Block 7.When the floor 1 with concrete ground 11 is connected with post 2, first floor 1 is lifted on the floor Connection Block 7 of post 2, again the connecting hole on the steel frame of floor 1 12 5 is alignd with the connecting hole 5 on post 2, with high-strength bolt 6, both are firmly connected, then the beard muscle 4 of the side on concrete ground 11 on floor 1 and the beard muscle 4 on post 2 are passed through to welding, steel wire bundle, be spirally connected, any in the various ways such as snapping links together, after connecting, adopt concrete 3 to fill up, build, making to form Connection Block between floor 1 and post 2 is connected, high-strength bolt 6 connects, beard muscle 4 connects, the firm structure of multiple connection that rear pouring concrete 3 connects.This multiple firm syndeton, it is a firmly integral body that steel frame 12, concrete ground 11, steel mesh reinforcement 13, beard muscle 4, post 2 are combined closely mutually, has solved well the link technique difficult problem with New Floor Slab 1 with the post 2 on concrete ground 11.Compare with the connected mode of post with existing floor, this multiple firm syndeton, not only low low, steel consumption is few, easy for installation, connect reliable, intensity is high, and can realize factory normalization and produce, and can realize high-speed modularization assembling construction.
Above embodiment is explanation of the invention, and non-limiting, and more than just part is given an example.Should be noted that, concerning the technician of the industry, simple transformation and the improvement according to basic principle of the present invention and structure, carried out, include within protection scope of the present invention.
Claims (3)
1. the syndeton of a floor and post, it is characterized in that: comprise post, floor, described floor is integrally welded and build concrete and form by steel frame and steel mesh reinforcement, steel frame and the post of described floor are bolted, and on described floor and post, be equipped with beard muscle, beard muscle on described floor and the beard muscle on post interconnect, and adopt at the scene the mode of watering after concrete to connect.
2. the syndeton of a kind of floor according to claim 1 and post, it is characterized in that: the beard muscle on described floor and the beard muscle on post by welding, steel wire bundle, be spirally connected, any in the various ways such as snapping link together, the concrete watering after adopting after connecting fills up.
3. the syndeton of a kind of floor according to claim 1 and post, it is characterized in that: described post is provided with for holding the floor Connection Block of floor, described floor Connection Block is provided with the connecting hole of generalization modulus, on described floor, be also provided with corresponding connecting hole, described floor is bolted on floor Connection Block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410317026.9A CN104100002A (en) | 2014-07-07 | 2014-07-07 | Connecting structure of floor and column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410317026.9A CN104100002A (en) | 2014-07-07 | 2014-07-07 | Connecting structure of floor and column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104100002A true CN104100002A (en) | 2014-10-15 |
Family
ID=51668515
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410317026.9A Pending CN104100002A (en) | 2014-07-07 | 2014-07-07 | Connecting structure of floor and column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104100002A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499565A (en) * | 2014-11-25 | 2015-04-08 | 张跃 | Assembled balcony |
| CN109138151A (en) * | 2018-09-30 | 2019-01-04 | 华南理工大学 | A kind of assembled architecture full-dry method construction concrete frame structure |
| CN110284594A (en) * | 2019-06-25 | 2019-09-27 | 长安大学 | It is a kind of to be bolted Assembled Building board group conjunction joist steel tubular column frame node and its forming method entirely |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020017571A (en) * | 2000-08-31 | 2002-03-07 | 김희, 이방주 | connection structure of fixing and connecting steel girder in reinforcement concrete column and construction method |
| CN1776128A (en) * | 2005-11-25 | 2006-05-24 | 杨九龙 | Plate and column connecting method for steel structure building |
| CN202023257U (en) * | 2011-03-16 | 2011-11-02 | 东北石油大学 | Joint between frame column and composite grid frame floor slab |
| CN203475609U (en) * | 2013-08-16 | 2014-03-12 | 威海奥华钢结构有限公司 | Connecting structure of composite floor slab and steel tube shear wall of building |
| CN203961022U (en) * | 2014-07-07 | 2014-11-26 | 张跃 | The syndeton of a kind of floor and post |
-
2014
- 2014-07-07 CN CN201410317026.9A patent/CN104100002A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020017571A (en) * | 2000-08-31 | 2002-03-07 | 김희, 이방주 | connection structure of fixing and connecting steel girder in reinforcement concrete column and construction method |
| CN1776128A (en) * | 2005-11-25 | 2006-05-24 | 杨九龙 | Plate and column connecting method for steel structure building |
| CN202023257U (en) * | 2011-03-16 | 2011-11-02 | 东北石油大学 | Joint between frame column and composite grid frame floor slab |
| CN203475609U (en) * | 2013-08-16 | 2014-03-12 | 威海奥华钢结构有限公司 | Connecting structure of composite floor slab and steel tube shear wall of building |
| CN203961022U (en) * | 2014-07-07 | 2014-11-26 | 张跃 | The syndeton of a kind of floor and post |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499565A (en) * | 2014-11-25 | 2015-04-08 | 张跃 | Assembled balcony |
| CN109138151A (en) * | 2018-09-30 | 2019-01-04 | 华南理工大学 | A kind of assembled architecture full-dry method construction concrete frame structure |
| CN109138151B (en) * | 2018-09-30 | 2024-05-17 | 华南理工大学 | Assembled building full-dry method construction concrete frame structure |
| CN110284594A (en) * | 2019-06-25 | 2019-09-27 | 长安大学 | It is a kind of to be bolted Assembled Building board group conjunction joist steel tubular column frame node and its forming method entirely |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 410013 Changsha province through the opening of the city of Yuanda Road, big city, the three Applicant after: Zhang Yue Address before: 410013 South Shaoshan Road, Yuhua District, Hunan, 1, Changsha Applicant before: Zhang Yue |
|
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141015 |