CN210507833U - Steel-pipe column and concrete column coincide connected node - Google Patents
Steel-pipe column and concrete column coincide connected node Download PDFInfo
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- CN210507833U CN210507833U CN201921295537.XU CN201921295537U CN210507833U CN 210507833 U CN210507833 U CN 210507833U CN 201921295537 U CN201921295537 U CN 201921295537U CN 210507833 U CN210507833 U CN 210507833U
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Abstract
A steel-pipe column and concrete column coincide connected node, including concrete column, steel pipe, inside the steel pipe inserts concrete column, be connected with concrete column coincide's mode through the steel-pipe column, set up the bottom plate at steel-pipe column base, set up a small amount of construction positioning anchor bolts, steel column and concrete column coincide part pipe wall inside and outside welding toggle bolt, stretch on the main muscle in the concrete column outside, the main muscle is add to the steel-pipe column inboard, concrete column outside coincide part top stirrup is encrypted simultaneously, it erects the muscle to assist again, the lacing wire, just formed and passed power reliably, connect reliable steel-pipe column and concrete column coincide connected node. The utility model discloses the structure science, connected node pass power directness, safe and reliable, have saved steel, and the practicality is strong.
Description
Technical Field
The utility model belongs to the technical field of the building structure design, concretely relates to steel-pipe column and concrete column coincide connected node.
Background
The steel pipe column and the stiff steel pipe column are widely applied at present because of high bearing capacity, the stiff steel pipe column directly penetrates through the whole floor to the bottom in the traditional steel pipe column and column head connection node design, steel waste can be caused, or the steel pipe column is directly connected with a concrete column head embedded bolt, the connection structure is very weak, and improvement is needed.
Disclosure of Invention
In order to solve the problem, the utility model discloses a steel-pipe column and concrete column coincide connected node, the structure science with concrete column and steel-pipe column zonulae occludens into wholly, has saved steel greatly, and connected node passes power directness, safe and reliable, and the practicality is strong.
In order to achieve the above purpose, the technical scheme of the utility model is as follows:
the utility model provides a steel-pipe column and concrete column coincide connected node, includes concrete column, steel pipe, inside the steel pipe inserts concrete column, the steel pipe lower limb is equipped with the bottom plate that turns up, the bottom plate that turns up passes through the crab-bolt with concrete column and is connected, the inside outer wall welding peg of steel pipe, the inside vertical inboard owner muscle that is equipped with of steel pipe, be equipped with interior stirrup on the inboard owner muscle, be equipped with outer main muscle in the concrete column outside the steel pipe, inboard owner muscle and outer main muscle down extend to the concrete column in, set up the built-up muscle between the outer peg crack of steel pipe, the built-up muscle passes through the lacing wire tie with outer main muscle, and the outer outside stirrup of steel pipe sets up with steel pipe coincide partial concrete column top and encrypts the stirrup, and the inside and outside of steel pipe is filled.
As an improvement of the utility model, the steel pipe inserts perpendicularly inside the concrete column.
As an improvement of the utility model, 3/4 height inserts in the concrete column below the steel pipe.
As an improvement of the utility model, the steel pipe is a square pipe or a round pipe.
As an improvement of the present invention, the number of the anchor bolts is four.
The utility model has the advantages that:
a steel-pipe column and concrete column coincide connected node, adopt the steel-pipe column to be connected with concrete column coincide's mode, the steel-pipe column most is vertical inserts the concrete column in-connection and becomes whole, saved steel greatly, connected node passes power directness, connects safe and reliable, the practicality is strong.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a sectional view a-a in fig. 1.
Fig. 3 is a sectional view taken along line B-B in fig. 1.
Fig. 4 is a cross-sectional view taken along line C-C of fig. 1.
List of reference numerals:
1. the steel tube, 2, the evaginable bottom plate, 3, the crab-bolt, 4, the peg, 5, the concrete column, 6, outer main reinforcement, 7, inside main reinforcement, 8, the reinforcement stirrup, 9, the inner stirrup, 10, outside stirrup, 11, the erection reinforcement, 12, the lacing wire, 13, the concrete in the steel tube, 14, the concrete outside the steel tube.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings and embodiments, which are to be understood as illustrative only and not limiting the scope of the invention. It should be noted that the terms "front," "back," "left," "right," "upper" and "lower" used in the following description refer to directions in the drawings, and the terms "inner" and "outer" refer to directions toward and away from, respectively, the geometric center of a particular component.
As shown in the figure, the utility model discloses mainly used steel-pipe column (square tubular column or round tubular column) and concrete column's connection structure. The connection mode is as follows:
(1) the concrete column 5 is poured to the bottom elevation of the downward turning bottom plate 2 below the steel pipe at one time, the temporary positioning anchor bolt 3 of the steel pipe 1 is pre-embedded in advance, the main reinforcement 7 on the inner side of the steel pipe is pre-inserted in advance, the inner stirrup 9 is bound, and the main reinforcement 6 on the outer side of the concrete column extends upwards;
(2) the steel pipe 1 is manufactured in a factory, a column base is welded with a downward-turning bottom plate 2 with a narrow edge, and studs 4 are welded on the inner wall and the outer wall of the steel pipe;
(3) the on-site hoisting steel tube 1 penetrates through the space between the outer main reinforcement 6 and the inner main reinforcement 7 to the head of the concrete column 5, and is positioned and temporarily fixed through a downward turning anchor bolt 3;
(4) erecting ribs 11 are arranged between gaps of the studs 3 on the outer side of the steel pipe 1, the erecting ribs 11 are tied with outer main ribs 6 extending above the concrete column through tie bars 12, outer stirrups 10 of the superposed part of the steel column are bound, and the top end of the concrete column 5 of the superposed part of the steel pipe 1 is provided with a strengthening stirrup 8;
(5) the concrete column template of the superposition part is erected conventionally;
(6) firstly, pouring concrete 13 on the inner side of the steel pipe column, and then pouring concrete 14 on the outer side of the steel pipe column.
The utility model discloses steel-pipe column and concrete column's connected node is connected through the mode of steel-pipe column and concrete column coincide, set up the bottom plate earlier at the steel-pipe column base, set up a small amount of construction location crab-bolt, steel column and the inside and outside welding toggle bolt of concrete column coincide part pipe wall, stretch on the main muscle in the concrete column outside, the main muscle is add to steel-pipe column inboard, concrete column outside coincide part top stirrup encrypts simultaneously, it erects the muscle to assist again, the lacing wire, it is reliable just to have formed to pass power, connect reliable steel-pipe column and concrete column coincide connected node.
The technical means disclosed by the scheme of the present invention is not limited to the technical means disclosed by the above embodiments, but also includes the technical scheme formed by the arbitrary combination of the above technical features.
Claims (5)
1. The utility model provides a steel-pipe column and concrete column coincide connected node which characterized in that: the concrete column comprises a concrete column (5) and a steel tube (1), wherein the steel tube (1) is inserted into the concrete column (5), an outward-turning bottom plate (2) is arranged at the lower edge of the steel tube (1), the outward-turning bottom plate (2) is connected with the concrete column (5) through an anchor bolt (3), studs (4) are welded on the inner wall and the outer wall of the steel tube (1), a vertical inner main rib (7) is arranged inside the steel tube (1), an inner stirrup (9) is arranged on the inner main rib (7), an outer main rib (6) is arranged in the concrete column outside the steel tube (1), the inner main rib (7) and the outer main rib (6) extend downwards into the concrete column (5), an erection rib (11) is arranged between gaps of the studs (4) outside the steel tube, the erection rib (11) and the outer main rib (6) are tied through a tie bar (12), the outer stirrup (10) is tied outside the steel tube (1), and a reinforced hoop (8) is arranged at the top end of the concrete, the inner side and the outer side of the steel pipe (1) are filled with concrete.
2. The steel pipe column and concrete column superposition connection node according to claim 1, characterized in that: the steel tube (1) is vertically inserted into the concrete column (5).
3. The steel pipe column and concrete column superposition connection node according to claim 2, characterized in that: the steel pipe (1) is inserted into the concrete column (5) at a height of 3/4 below the steel pipe.
4. The steel pipe column and concrete column superposition connection node according to claim 1, characterized in that: the steel pipe (1) is a square pipe or a round pipe.
5. The steel pipe column and concrete column superposition connection node according to claim 1, characterized in that: the number of the anchor bolts (3) is four.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201921295537.XU CN210507833U (en) | 2019-08-12 | 2019-08-12 | Steel-pipe column and concrete column coincide connected node |
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CN201921295537.XU CN210507833U (en) | 2019-08-12 | 2019-08-12 | Steel-pipe column and concrete column coincide connected node |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113982106A (en) * | 2021-12-07 | 2022-01-28 | 广西路建集团建筑工程有限公司 | Transition section structure of reinforced concrete column and steel pipe concrete column and construction method |
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2019
- 2019-08-12 CN CN201921295537.XU patent/CN210507833U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113982106A (en) * | 2021-12-07 | 2022-01-28 | 广西路建集团建筑工程有限公司 | Transition section structure of reinforced concrete column and steel pipe concrete column and construction method |
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