CN217557294U - Reinforcing steel bar arrangement structure - Google Patents
Reinforcing steel bar arrangement structure Download PDFInfo
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- CN217557294U CN217557294U CN202221634925.8U CN202221634925U CN217557294U CN 217557294 U CN217557294 U CN 217557294U CN 202221634925 U CN202221634925 U CN 202221634925U CN 217557294 U CN217557294 U CN 217557294U
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- stirrup
- bar arrangement
- steel
- steel bar
- arrangement structure
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Abstract
The utility model provides a steel bar arrangement structure, the lateral part of structure post skeleton is fixed with a plurality of steel sheet walls, its characterized in that, this steel bar arrangement structure includes: the main ribs are arranged on the ground at intervals and surround the structural column framework; a plurality of through holes are arranged on the steel plate wall at intervals; and a plurality of stirrups which are arranged on the plurality of main reinforcements at intervals and penetrate through the through hole. The utility model discloses a correspond stirrup position on the steel sheet wall set up with a plurality of through-holes of stirrup diameter assorted, correspond the ligature that wears to locate the through-hole and can realize the stirrup with the stirrup, kept the stability of steel sheet wall.
Description
Technical Field
The utility model relates to a steel skeleton technical field especially relates to a reinforcing bar arrangement structure.
Background
In recent years, along with urban development, underground space engineering construction is rapidly developed, more and more subways are provided, each subway line comprises a vehicle maintenance base, along with less and less urban land, the vehicle maintenance base develops an upper cover property building, and because the load of the property building is large, a circular shear wall structure of a section steel + reinforced concrete structure is generally adopted below the base, and meanwhile, the condition that the hoop reinforcement of the outermost ring of the column cannot penetrate when the hoop reinforcement is bound is generated.
SUMMERY OF THE UTILITY MODEL
In view of the above situation, the utility model provides a steel bar arrangement structure has solved the technical problem that traditional construction well drilling is too big, destroy steel sheet wall stability, through correspond the stirrup position on steel sheet wall set up with a plurality of through-holes of stirrup diameter assorted, with the stirrup correspond to wear to locate the ligature that the through-hole can realize the stirrup, has kept the stability of steel sheet wall.
The utility model provides a steel bar arrangement structure, the lateral part of structure post skeleton is fixed with a plurality of steel sheet walls, its characterized in that, this steel bar arrangement structure includes:
a plurality of main bars which are erected on the ground at intervals and surround the structural column framework;
a plurality of through holes are arranged on the steel plate wall at intervals; and
the interval hoops are arranged on a plurality of main ribs and penetrate through a plurality of hoops of the through hole.
The steel bar arrangement structure of the utility model is further improved in that the steel plate wall is provided with two channels and is vertically connected with the adjacent side parts of the framework of the structural column;
the stirrup comprises a first stirrup with one end penetrating through one steel plate wall and a second stirrup with one end penetrating through the other steel plate wall and fixedly connected with the end part of the first stirrup.
The utility model discloses steel bar arrangement structure's further improvement lies in, and this stirrup is the rectangle.
The utility model discloses steel bar arrangement's further improvement lies in, and this first stirrup is the L type and this second stirrup is type C type.
The utility model discloses steel bar arrangement's further improvement lies in, and this first stirrup and this second stirrup partial coincidence form the overlap section.
The utility model discloses steel bar arrangement structure's further improvement lies in, and the length that should overlap the section is 10d.
The utility model discloses steel bar arrangement's further improvement lies in, and the diameter of this stirrup of the aperture more than or equal to of this through-hole is about 5mm.
The utility model discloses reinforcing bar arrangement structure is a plurality of sections through setting up the stirrup, only needs to correspond the stirrup position on the steel sheet wall set up with stirrup assorted through-hole to the stirrup can be the horizontal position and wear to locate the through-hole, and the turning position of having avoided the stirrup wears to establish the through-hole, has avoided the through-hole diameter to set up too big, has kept the stability of steel sheet wall, connects through setting up the overlap section between two adjacent stirrups, has improved the intensity of stirrup.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
Fig. 1 is a cross-sectional view of the steel bar arrangement structure of the present invention.
The correspondence of reference numerals to components is as follows: structural column skeleton 1, steel sheet wall 2, peg 3, main muscle 4, stirrup 5, first stirrup 51, first end 511, second end 512, second stirrup 52, third end 521, fourth end 522, overlap section 53.
Detailed Description
To facilitate understanding of the present invention, the following description is made with reference to the accompanying drawings and examples.
Referring to fig. 1, the present invention provides a steel bar arrangement structure, a plurality of steel plate walls 2 are fixed on the lateral portion of a structural column frame 1, and the steel bar arrangement structure includes:
the main ribs 4 are erected on the ground at intervals and surround the outer side of the structural column framework 1;
a plurality of through holes are arranged at intervals on the steel plate wall 2; and
the plurality of stirrups 5 that a plurality of these main muscle 4 and worn to locate this through-hole are located to the interval hoop.
A preferred embodiment of the steel bar arrangement structure of the present invention is that, as shown in fig. 1, the structural column frame 1 is made of i-steel, and the steel plate wall 2 is provided with two passages and is vertically connected to adjacent side portions of the structural column frame 1;
the stirrup 5 comprises a first stirrup 51 with one end penetrating through one of the steel plate walls 2 and a second stirrup 52 with one end penetrating through the other of the steel plate walls 2 and fixedly connected with the end of the first stirrup 51.
Specifically, the two ends of the first stirrup 51 form a first end 511 and a second end 512 for fixedly connecting the second stirrup 52;
the two ends of the second stirrup 52 form a third end 521 and a fourth end 522 for fixedly connecting the first stirrup 51;
the first end 511 is disposed through one of the steel plate walls and the third end 521 is disposed through the other steel plate wall, so that the first end 511 is fixedly connected to the fourth end 522 and the second end 512 is fixedly connected to the third end 521 to form the stirrup 5.
Preferably, the stirrup 5 is rectangular, the first stirrup 51 is L-shaped and the second stirrup 52 is C-like.
Specifically, the first stirrup 51 and the second stirrup 52 partially overlap to form an overlapping section 53, i.e., the first end 511 and the fourth end 522 are partially overlapped and the second end 512 and the third end 521 are partially overlapped.
Preferably, the length of the overlapping section 53 is 10d.
Preferably, the diameter of the through hole is greater than or equal to about 5mm of the diameter of the stirrup.
Preferably, the first stirrup 51 and the second stirrup 52 can be formed by cutting a rectangular stirrup.
Preferably, a plurality of studs 3 are arranged at intervals on the body portions of the structural column framework 1 and the steel plate wall 2, so as to improve the strength of the structural column framework 1 and the steel plate wall 2.
The utility model discloses reinforcing bar arrangement structure is a plurality of sections through setting up the stirrup, only need correspond the stirrup position on steel plate wall 2 set up with stirrup assorted through-hole, thereby the stirrup can be the horizontal position and wear to locate the through-hole, the turning position of having avoided the stirrup is worn to establish the through-hole and has also avoided setting up the slotted hole along the direction of height on steel plate wall, it is too big to have avoided the through-hole diameter to set up, the stability of steel plate wall 2 has been kept, connect through setting up overlap section 53 between two adjacent stirrups, the intensity of stirrup has been improved.
The utility model discloses steel bar arrangement's concrete embodiment does, a plurality of through-holes are seted up at the interval on steel sheet wall 2, locate ground and surround structural column skeleton 1 with a plurality of main muscle 4 intervals immediately, wear to locate the through-hole of a steel sheet wall 2 and second end 512 corresponding to the position of another steel sheet wall 2 with the first end 511 of first stirrup 51 partial coincidence, fourth end 522 of second stirrup 52 and the first end 511 of first stirrup 51 partial coincidence form overlap section 53 with fixed connection, and then third end 521 of second stirrup 52 wears to locate the through-hole of another steel sheet wall 2 and forms overlap section 53 with fixed connection with the second end 512 of first stirrup 51 partial coincidence, and then with first stirrup 51 and second stirrup 52 and main muscle 4 fixed connection, and then set gradually the stirrup of different elevations according to above-mentioned operation, after the setting up and accomplishing as the stirrup, in corresponding structural column skeleton 1, main muscle 4 and the position concreting of stirrup 5 are in order to form the structural column, and form the wall body with the position concrete pouring that corresponds wall 2.
The above embodiments are only preferred embodiments of the present invention, and the present invention is not limited to the above embodiments, and although the present invention has been disclosed with the above embodiments, but the present invention is not limited to the above embodiments, and any skilled person in the art can make some modifications or equivalent embodiments without departing from the technical scope of the present invention.
Claims (7)
1. The utility model provides a steel bar arrangement structure, the lateral part of structure post skeleton is fixed with a plurality of steel sheet walls, its characterized in that, steel bar arrangement structure includes:
a plurality of main bars which are erected on the ground at intervals and surround the structural column framework;
a plurality of through holes are formed in the steel plate wall at intervals; and
the interval hoops are arranged on a plurality of main reinforcements and penetrate through a plurality of hoops of the through holes.
2. A rebar arrangement according to claim 1, wherein the steel sheet wall is provided with two runs and is connected perpendicularly to adjacent sides of the structural column framework;
the stirrups comprise a first stirrup with one end penetrating through one steel plate wall and a second stirrup with one end penetrating through the other steel plate wall and fixedly connected with the end part of the first stirrup.
3. A rebar arrangement according to claim 2, wherein the stirrups are rectangular.
4. A rebar arrangement according to claim 3, wherein the first stirrup is L-shaped and the second stirrup is C-like shaped.
5. A rebar arrangement according to claim 2, wherein the first and second stirrups are partially overlapped to form an overlapping section.
6. A rebar arrangement according to claim 5, wherein the overlapping sections are 10d in length.
7. A rebar arrangement according to claim 1, wherein the aperture of the through-hole is equal to or greater than about 5mm of the diameter of the stirrup.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221634925.8U CN217557294U (en) | 2022-06-27 | 2022-06-27 | Reinforcing steel bar arrangement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221634925.8U CN217557294U (en) | 2022-06-27 | 2022-06-27 | Reinforcing steel bar arrangement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217557294U true CN217557294U (en) | 2022-10-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221634925.8U Active CN217557294U (en) | 2022-06-27 | 2022-06-27 | Reinforcing steel bar arrangement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217557294U (en) |
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2022
- 2022-06-27 CN CN202221634925.8U patent/CN217557294U/en active Active
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