CN202187598U - Composite steel rib concrete buttress - Google Patents
Composite steel rib concrete buttress Download PDFInfo
- Publication number
- CN202187598U CN202187598U CN 201120242570 CN201120242570U CN202187598U CN 202187598 U CN202187598 U CN 202187598U CN 201120242570 CN201120242570 CN 201120242570 CN 201120242570 U CN201120242570 U CN 201120242570U CN 202187598 U CN202187598 U CN 202187598U
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- China
- Prior art keywords
- buttress
- concrete buttress
- concrete
- steel
- reinforcement
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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.)
- Expired - Lifetime
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Abstract
The utility model provides a composite steel rib concrete buttress which comprises a concrete base and a hollow steel reinforcement skeleton which is arranged in the concrete base; and the composite steel rib concrete buttress is characterized in that a hollow steel skeleton is arranged in the hollow steel reinforcement skeleton, the hollow steel skeleton comprises longitudinal steel angles arranged at four corners as well as transverse batten plates which are arranged at the outer sides or the inner sides of every two longitudinal steel angles at interval. The horizontal thrust born by the concrete buttress is increased in a doubled and redoubled manner, and the transverse stirrups are arranged between the steel skeletons so as to increase the bearing capability of the concrete buttress on the horizontal thrust, so that the buttress can completely meet the supporting requirements on a pipeline of a conveying pump station outlet end under the condition of not increasing the cross section and even reducing the cross section, therefore, the investment is saved, and the composite steel rib concrete buttress is safe and reliable.
Description
Technical field
The utility model relates to a kind of buttress, and particularly a kind of compound reinforcing bar concrete buttress belongs to architectural design manufacturing technology field.
Background technology
With the liquid mine pulp on the line transportation mine time; Need on feed-line, set up the line transportation pumping plant; Carry to guarantee long distance, high-lift ore pulp; The ore pulp pressure convergence that is positioned at line transportation pumping plant port of export pipeline like this increases, and causes the buttress that supports this port of export pipeline will bear bigger horizontal thrust.Yet the concrete buttress in common cross section is to bear such horizontal thrust.Thereby; Prior art can only satisfy the support requirement to line transportation pumping plant port of export pipeline through increasing the cross section of concrete buttress, will inevitably bring the concrete buttress volume excessive like this; Take the problem in too much space; Make original space more crowded to capacity, and will enlarge factory building space or area, can let enterprise increase input again and increase overweight financial burden with regard to little factory building.Therefore be necessary prior art is improved.
Summary of the invention
The purpose of the utility model is to provide a kind of can reduce the buttress section area, and lets buttress bear the compound reinforcing bar concrete buttress of enough horizontal thrusts.
The utility model provides a kind of so compound reinforcing bar concrete buttress; Comprise concrete foundation, be located at the hollow cage of reinforcement in the concrete foundation, it is characterized in that in the hollow cage of reinforcement, being provided with the cored steel skeleton; This cored steel skeleton comprises the sole bar angle of being located at four angles; Be located at the sole bar angle outside or inboard horizontal batten plate in twos at interval,, reduce the buttress cross section to greatest extent with when keeping enough support strengths.
Be provided with lateral tie between the horizontal in twos batten plate of said cored steel skeleton, with the intensity of further reinforcement buttress.
Said hollow cage of reinforcement comprises at least four longitudinal reinforcements of periphery, and the lateral tie between the longitudinal reinforcement in twos.
The utlity model has advantage and effect: adopt such scheme; Through in common cross section or more set up steel frame in the concrete buttress of small bore, the horizontal thrust that concrete buttress is born is doubled and redoubled, simultaneously through between steel frame, setting up lateral tie; Can further strengthen the ability to bear of concrete buttress to horizontal thrust; Make buttress not increase section area, or even reduce under the situation of section area, can satisfy fully carrying the support requirement of pumping plant port of export pipeline; Not only reduce investment outlay, and safe and reliable.It in fact is a desirable compound reinforcing bar concrete buttress.
Description of drawings
Fig. 1 is the sectional view of the utility model;
Fig. 2 is the lateral view of the utility model.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done and to be further described
Like Fig. 1, Fig. 2, the compound reinforcing bar concrete buttress that the utility model provides, the top board 10 of the concrete foundation 1 bottom comprising and the band irrigation hole 9 at top; Be located at the hollow cage of reinforcement 2 in the concrete foundation 1; This hollow cage of reinforcement 2 comprises four longitudinal reinforcements 7 of periphery, and the lateral tie between the longitudinal reinforcement 78 in twos, in hollow cage of reinforcement 2, is provided with cored steel skeleton 3; This cored steel skeleton 3 comprises the sole bar angle 4 of being located at four angles; The top of sole bar angle 4 links to each other with top board 10, is located at the horizontal batten plate 5 in sole bar angle 4 outsides in twos at interval, is provided with lateral tie 6 between the horizontal in twos batten plate 5 of cored steel skeleton 3.
Claims (3)
1. compound reinforcing bar concrete buttress; Comprise concrete foundation; Be located at the hollow cage of reinforcement in the concrete foundation; It is characterized in that in the hollow cage of reinforcement, being provided with the cored steel skeleton, this cored steel skeleton comprises the sole bar angle of being located at four angles, is located at the sole bar angle outside or inboard horizontal batten plate in twos at interval.
2. compound reinforcing bar concrete buttress according to claim 1, what it is characterized in that said cored steel skeleton laterally is provided with lateral tie between the batten plate in twos.
3. compound reinforcing bar concrete buttress according to claim 1 is characterized in that said hollow cage of reinforcement comprises at least four longitudinal reinforcements of periphery, and the lateral tie between the longitudinal reinforcement in twos.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120242570 CN202187598U (en) | 2011-07-11 | 2011-07-11 | Composite steel rib concrete buttress |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120242570 CN202187598U (en) | 2011-07-11 | 2011-07-11 | Composite steel rib concrete buttress |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202187598U true CN202187598U (en) | 2012-04-11 |
Family
ID=45919057
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120242570 Expired - Lifetime CN202187598U (en) | 2011-07-11 | 2011-07-11 | Composite steel rib concrete buttress |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202187598U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108060747A (en) * | 2017-11-24 | 2018-05-22 | 江南大学 | A kind of construction and production method of New Thin-walled steel core concrete column with ribbing |
| CN108252457A (en) * | 2018-01-24 | 2018-07-06 | 江南大学 | A kind of steel core concrete column and manufacturing method |
| CN108277878A (en) * | 2018-01-24 | 2018-07-13 | 江南大学 | A kind of assembled steel-Combined concrete frame structure |
| CN113585051A (en) * | 2020-04-30 | 2021-11-02 | 比亚迪股份有限公司 | Bridge pier and manufacturing method thereof |
-
2011
- 2011-07-11 CN CN 201120242570 patent/CN202187598U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108060747A (en) * | 2017-11-24 | 2018-05-22 | 江南大学 | A kind of construction and production method of New Thin-walled steel core concrete column with ribbing |
| CN108252457A (en) * | 2018-01-24 | 2018-07-06 | 江南大学 | A kind of steel core concrete column and manufacturing method |
| CN108277878A (en) * | 2018-01-24 | 2018-07-13 | 江南大学 | A kind of assembled steel-Combined concrete frame structure |
| CN113585051A (en) * | 2020-04-30 | 2021-11-02 | 比亚迪股份有限公司 | Bridge pier and manufacturing method thereof |
| CN113585051B (en) * | 2020-04-30 | 2023-04-07 | 比亚迪股份有限公司 | Bridge pier and manufacturing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120411 |
|
| CX01 | Expiry of patent term |