CN204492001U - A kind of concrete column - Google Patents
A kind of concrete column Download PDFInfo
- Publication number
- CN204492001U CN204492001U CN201520150154.9U CN201520150154U CN204492001U CN 204492001 U CN204492001 U CN 204492001U CN 201520150154 U CN201520150154 U CN 201520150154U CN 204492001 U CN204492001 U CN 204492001U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- concrete column
- cover
- slot stick
- steel bar
- 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.)
- Expired - Fee Related
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- Reinforcement Elements For Buildings (AREA)
Abstract
A kind of concrete column is the concrete column in building, by steel bar end, reinforcing bar cover, slot stick, cylinder forms, steel bar end comprises vertical reinforcement head and transverse reinforcement head, vertical reinforcement head one end cover is upwards welded in reinforcing bar cover, reinforcing bar cover upstream from, reinforcing bar cover can overlap the vertical reinforcement head of another concrete column lower end, the side of burn-oning, the scarfweld of transverse reinforcement head is in the groove of slot stick, the other end of slot stick dissociates, the steel bar end of crossbeam can be placed, crossbeam can be fixed, lifting hole(eyelet) is had in the middle of cylinder, cylinder upper and lower side end face is inclined-plane, it can in company batch production line balance, clamping plate, welding, cast, maintenances etc. are carried out on ground, production and construction is convenient, its steel bar end and reinforcing bar cover, slot stick and crossbeam steel bar end convenient welding, clamping plate are installed, water fluence little, installation is convenient.
Description
Technical field the utility model relates to the cement steel pillar in a kind of building, is supporting mutually between a kind of pillar and pillar, between pillar and crossbeam specifically, and can in building constructor batch production line balance concrete column.
The current concrete column of background technology is made up of steel mesh reinforcement and cement concrete, the reinforcing bar front end of steel mesh reinforcement does not have reinforcing bar cover or slot stick etc., when the reinforcement welding of this pillar and another pillar or crossbeam, can only while fix with hand, while weld, because concrete column is very heavy, this welding bothers again, this makes concrete column to construct on-site, can not produce in batches in company, when building is more, or the number of plies more time, welding in this construction, clamping plate, pouring, maintenances etc. are just extremely wasted time and energy, and it is dangerous, construction cost and time will be very large.
Summary of the invention the purpose of this utility model is exactly to solve above-mentioned concrete column Problems existing, and a kind of pillar and pillar are provided, reinforcement welding convenient fixing between pillar with crossbeam, can at building constructor's batch production line balance, pour into a mould and to become on ground with maintenance etc. that face is carried out, the novel concrete column of easy construction safety.
For reaching this purpose, the utility model adopts following technical scheme:
The utility model is by steel bar end, reinforcing bar cover, reinforcing bar slot stick, cylinder forms, steel bar end comprises vertical reinforcement head and transverse reinforcement head, vertical reinforcement head one end cover welding steel muscle cover upwards, the steel bar end of lower end also overlaps supporting with reinforcing bar, reinforcing bar cover top is upwards exposed, the steel bar end that another concrete column is downward can be entangled, concrete column above can be fixed, cover postwelding, pour into cement sand slurry, namely two concrete columns are integrated, the scarfweld of transverse reinforcement head is in the groove of reinforcing bar slot stick, reinforcing bar slot stick crosses out, groove upwards, groove and the steel bar end of reinforcing bar slot stick are supporting, when crossbeam two ends steel bar end is put in the groove of slot stick, crossbeam can be fixed, after scarfweld, pour into cement sand slurry, concrete column cylinder and crossbeam are integrated, the prismatic class of concrete column is with current concrete column, lifting hole(eyelet) is had in the middle of cylinder, be convenient to concrete column handling, install, above cylinder, be inclined-plane below, be convenient to cement paste pouring.
Compared with current concrete column, it overlaps and is welded with reinforcing bar cover on cylinder vertical reinforcement head, on transverse reinforcement head, cover weldering slot stick, to make it in company batch production line balance, clamping plate, welds, is cast in ground and carries out, like this, when concrete column consumption is many, or during highrise building, concrete column installation is much safer, more convenient, engineering time shortens greatly.
Description of drawings 1 concrete column structure chart
In figure: 1, steel bar end 2, reinforcing bar cover 3, slot stick 4, cylinder 5, lifting hole(eyelet) 6, inclined-plane
Detailed description of the invention the utility model is by steel bar end 1, reinforcing bar cover 2, slot stick 3, cylinder 4 forms, steel bar end 1 comprises vertical reinforcement head and transverse reinforcement head, vertical reinforcement head one end cover is upwards welded in reinforcing bar and overlaps in 2 tube chambers, reinforcing bar overlaps 2 tube chambers and vertical reinforcement head is supporting, end dissociative on reinforcing bar cover 2, the steel bar end of another concrete column lower end can be enclosed within, and this concrete column is fixed, cover postwelding, pour into cement sand slurry, these 2 concrete columns are just integrated, reinforcing bar slot stick 3 one end scarfweld is at the head of transverse reinforcement head, slot stick 3 other end dissociates, groove upward, when the steel bar end of crossbeam is put in groove, crossbeam just can be fixed by slot stick, after scarfweld, casting cement sand slurry in gap, concrete column cylinder is just connected with crossbeam, this casting process, clamping plate are simple, amount is few, easy construction, lifting hole(eyelet) 5 is had in the middle of cylinder 4, by lifting hole(eyelet) 5, concrete column can be sling installation by crane, convenient, cylinder about 4 two ends end face is inclined-plane 6, cement sand slurry is injected by inclined-plane 6, wandering effective, the concrete column produced in building constructor, steel bar end 1, reinforcing bar cover 2, slot stick 3, cylinder 4 is connected, reinforcing bar, cement sand, clamping plate are carrying no longer separately, convenient in carrying, clamping plate in production, welding, cast, the construction such as maintenance is carried out on ground, compared with present work high above the ground, also facilitate.
Claims (1)
1. a concrete column, by steel bar end (1), reinforcing bar cover (2), slot stick (3), cylinder (4) forms, it is characterized in that: steel bar end (1) comprises vertical reinforcement head and transverse reinforcement head, vertical reinforcement head one end cover is upwards welded in reinforcing bar cover (2) tube chamber, the other end of reinforcing bar cover (2) dissociates, the lower end vertical reinforcement head of another concrete column is up overlapped in reinforcing bar cover (2) one end upwards, slot stick (3) one end scarfweld is at transverse reinforcement head, the other end dissociates, slot stick (3) groove upwards, the steel bar end of crossbeam is put in the groove of slot stick (3), crossbeam can be fixed by slot stick (3), lifting hole(eyelet) (5) is had in the middle of cylinder (4), lifting hole(eyelet) (5) is for crane lifting, cylinder (4) up and down two ends end face is inclined-plane (6), this inclined-plane (6) be conducive to cement sand slurry be poured in.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520150154.9U CN204492001U (en) | 2015-03-10 | 2015-03-10 | A kind of concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520150154.9U CN204492001U (en) | 2015-03-10 | 2015-03-10 | A kind of concrete column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204492001U true CN204492001U (en) | 2015-07-22 |
Family
ID=53571313
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520150154.9U Expired - Fee Related CN204492001U (en) | 2015-03-10 | 2015-03-10 | A kind of concrete column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204492001U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105110735A (en) * | 2015-08-26 | 2015-12-02 | 安徽芜湖飞琪水泥制品有限公司 | High-strength cement pile and preparation method thereof |
-
2015
- 2015-03-10 CN CN201520150154.9U patent/CN204492001U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105110735A (en) * | 2015-08-26 | 2015-12-02 | 安徽芜湖飞琪水泥制品有限公司 | High-strength cement pile and preparation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150722 Termination date: 20160310 |