CN214302556U - Novel steel pipe concrete beam - Google Patents
Novel steel pipe concrete beam Download PDFInfo
- Publication number
- CN214302556U CN214302556U CN202022087991.5U CN202022087991U CN214302556U CN 214302556 U CN214302556 U CN 214302556U CN 202022087991 U CN202022087991 U CN 202022087991U CN 214302556 U CN214302556 U CN 214302556U
- Authority
- CN
- China
- Prior art keywords
- steel
- concrete
- steel sheet
- concrete beam
- welding
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 66
- 239000010959 steel Substances 0.000 title claims abstract description 66
- 239000000463 material Substances 0.000 claims abstract description 5
- 230000003014 reinforcing effect Effects 0.000 abstract description 8
- 238000003466 welding Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to a novel steel pipe concrete beam, including square steel pipe, twisted steel, concrete, its characterized in that: the lower part does not have the steel sheet of both sides in the roof beam, only sets up the bottom steel sheet, and lower part fretwork in the steel core concrete beam, reinforcing bar anchor in the concrete, reinforcing bar and lower part steel sheet welding, upper portion steel core concrete are connected with the bottom steel sheet through 4 reinforcing bars. Steel materials on the upper portion of the steel tube concrete beam and concrete are compressed together, double-layer steel plates on the middle lower portion of the beam are pulled, and threaded steel bars are symmetrically arranged in the horizontal two directions. The utility model has the advantages of reasonable design, the component part is prefabricated, and a small part needs the welding, adopts the welding to make reinforcing bar and steel sheet be connected, and it is comparatively convenient to be under construction, suits as prefabricated component at the job site assembly. The concrete material is saved, the dead weight of the structure is reduced, the construction cost is reduced, and the transportation is convenient to a certain degree.
Description
Technical Field
The utility model relates to a civil construction technical field especially relates to a novel steel tube concrete beam, is guaranteeing that conventional steel tube concrete improves intensity, rigidity, and shock resistance and refractiveness when saving advantages such as template, has further reduced the quantity of concrete, has alleviateed the structure dead weight.
Background
With the social progress and the development of technology, the concrete filled steel tube is more and more applied to the fields of bridges, plants and civil buildings. How to make the structure more economical, beautiful, light and durable while ensuring the existing advantages of the concrete-filled steel tube is a subject of thinking gradually.
Disclosure of Invention
In order to further improve prior art, reduce engineering cost, reduce the structure dead weight, the utility model provides a more economic steel pipe concrete roof beam. The utility model discloses a following technical scheme, a more economic, steel pipe concrete roof beam of light, including square steel pipe, twisted steel, concrete, its characterized in that: the lower part does not have the steel sheet of both sides in the roof beam, only sets up the bottom steel sheet, and lower part fretwork in the steel core concrete beam, reinforcing bar anchor in the concrete, reinforcing bar and lower part steel sheet welding, upper portion steel core concrete are connected with the bottom steel sheet through 4 reinforcing bars. Steel materials on the upper portion of the steel tube concrete beam and concrete are compressed together, double-layer steel plates on the middle lower portion of the beam are pulled, and threaded steel bars are symmetrically arranged in the horizontal two directions.
The beneficial technical effects obtained by adopting the technical scheme are as follows: the utility model has the advantages of reasonable design, the component part is prefabricated, and a small part needs the welding, adopts the welding to make reinforcing bar and steel sheet be connected, and it is comparatively convenient to be under construction, suits as prefabricated component at the job site assembly. The method of hollowing out the middle lower part of the steel pipe concrete beam not only keeps the advantages of the steel pipe concrete such as improving the strength, rigidity, shock resistance and fire resistance, but also saves the template; and concrete materials are further saved, the self weight of the structure is reduced, the construction cost is reduced, and the transportation is convenient to a certain degree.
Drawings
Fig. 1 is a front view of the present invention.
Fig. 2 is an overall view of the present invention.
Detailed Description
A novel steel pipe concrete beam comprises square steel pipes (1), concrete (2), steel bars (3) and steel plates (4). The method comprises the steps of cutting off two sides of the middle lower part of a square steel pipe (1), dismantling steel plates on two sides of the middle lower part of a beam, fixing a bottom steel plate (4) without moving, plugging three exposed surfaces with the steel plates (4), fixing a steel bar (3) on the bottom steel plate through welding or bolt connection, and inserting the upper end of the steel bar into upper concrete (2) for anchoring. And (3) pouring concrete into the steel pipe (1), wherein the middle lower part of the beam is not poured, and after the pouring, vibrating and curing are finished, the beam is formed into the steel pipe concrete beam with the hollow middle lower part and the whole body sealed.
The present invention is not limited to the above embodiments, and it should be noted that all the modifications and obvious variations made by those skilled in the art under the guidance of the present specification fall within the spirit and scope of the present specification, and should be protected by the present invention.
Claims (2)
1. A novel steel pipe concrete beam is characterized in that: the steel tube concrete beam is formed by connecting steel tubes, concrete and steel bars, the middle lower part of the steel tube concrete beam is hollowed, the steel bars are anchored in the concrete, the steel bars are welded with a lower steel plate, and the upper steel tube concrete beam is connected with a bottom steel plate through 4 steel bars.
2. A novel steel tube concrete beam according to claim 1, wherein: steel materials on the upper portion of the steel tube concrete beam and concrete are compressed together, double-layer steel plates on the middle lower portion of the beam are pulled, and threaded steel bars are symmetrically arranged in the horizontal two directions.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022087991.5U CN214302556U (en) | 2020-09-22 | 2020-09-22 | Novel steel pipe concrete beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202022087991.5U CN214302556U (en) | 2020-09-22 | 2020-09-22 | Novel steel pipe concrete beam |
Publications (1)
Publication Number | Publication Date |
---|---|
CN214302556U true CN214302556U (en) | 2021-09-28 |
Family
ID=77827521
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202022087991.5U Expired - Fee Related CN214302556U (en) | 2020-09-22 | 2020-09-22 | Novel steel pipe concrete beam |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN214302556U (en) |
-
2020
- 2020-09-22 CN CN202022087991.5U patent/CN214302556U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106567458B (en) | Assembled steel-is mixed to combine Beam-post Frame Structure system | |
CN204282199U (en) | Pile-column concrete hollow pile bridge pier structure | |
CN108894363A (en) | Quarter bend corrugated steel shear wall and its component | |
CN206308801U (en) | Steel tube binding type steel regeneration concrete post and reinforced beam end plate connecting node | |
CN101457548A (en) | Node for connecting round steel tube concrete column with reinforced concrete floor and method for making same | |
CN201661009U (en) | Concrete-filled square steel tubular column | |
CN101818478A (en) | Connection structure for concrete-filled circular steel tubular pier column and concrete cover beam | |
CN102071747A (en) | Joint of square steel tube concrete column and reinforced concrete floor and production method thereof | |
CN106368348A (en) | Overlapped combined shear wall with double-phase stress characteristic | |
CN201406767Y (en) | Node for connecting circular concrete-filled tubular column and reinforced concrete floor | |
CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
CN208733868U (en) | A kind of quarter bend corrugated steel shear wall and its component | |
CN208534081U (en) | A kind of reconstruction structure of old building constructional column | |
CN109577492A (en) | A kind of steel sections package concrete column and reinforced beam node connecting structure | |
CN200999389Y (en) | Panel point for steel pipe concrete column and reinforced concrete beam | |
CN214302556U (en) | Novel steel pipe concrete beam | |
CN204059756U (en) | The truss of a kind of pre-stressed steel pipe concrete purlin sheet and structure thereof | |
CN207934185U (en) | A kind of detachably prefabricated assembled concrete-filled steel square tubular column and girder steel combined joint | |
CN207003719U (en) | A kind of prefabricated steel faced wall with steel bar girder | |
CN207122021U (en) | Assembled bolt connection concrete-filled steel tube shear wall | |
CN214833415U (en) | Take shear key's assembled concrete beam column thick liquid anchor connection structure | |
CN206971459U (en) | A kind of fabricated shear wall suitable for frame-shear-wall structure | |
CN205530324U (en) | Miniature stake of thin -walled cold -formed steel | |
CN212927241U (en) | Steel pipe concrete column-H steel beam-support-Pi-shaped combined corner column middle node | |
CN213539882U (en) | Middle node of steel pipe concrete column H-shaped steel beam support pi-shaped connecting side column |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210928 |