CN204212273U - A kind of composite steel concrete column and box concrete filled steel tube cant beam switching node - Google Patents
A kind of composite steel concrete column and box concrete filled steel tube cant beam switching node Download PDFInfo
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- CN204212273U CN204212273U CN201420649969.7U CN201420649969U CN204212273U CN 204212273 U CN204212273 U CN 204212273U CN 201420649969 U CN201420649969 U CN 201420649969U CN 204212273 U CN204212273 U CN 204212273U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 98
- 239000010959 steel Substances 0.000 title claims abstract description 98
- 239000004567 concrete Substances 0.000 title claims abstract description 30
- 239000002131 composite material Substances 0.000 title claims abstract description 11
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 10
- 238000006243 chemical reaction Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to a kind of composite steel concrete column and box concrete filled steel tube cant beam switching node, comprise stiffened column (1), translation building block (2), box shape steel structure (3), the reinforcing bar of stiffened column (1) comprises H profile steel (13), two T-steels (14), box shape steel structure (3) is connected in the H profile steel (13) of stiffened column (1) by translation building block (2) is oblique, translation building block (2) comprises H profile steel (9), dividing plate (12) and peg (4), the web of translation building block H profile steel (9) is fixedly connected with the edge of a wing of stiffened column H profile steel (13), the top flange of translation building block H profile steel (9) is fixedly connected with the edge of a wing of stiffened column H profile steel (13).The utility model makes stiffness structure and steel work reliably be connected and efficient combination, can apply in correlation engineering.
Description
Art
The utility model belongs to construction engineering technical field, relates to the conversion equipment of a kind of composite steel concrete column and box concrete filled steel tube cant beam, for the conversion of stiffness structure in construction work and steel work.
Background technology
Stiffness structure and steel work high due to its bearing capacity, little, the rigidity of conducting oneself with dignity is large, easy construction, obtains in recent years and greatly develops, and is especially applied in some high-rise and large-span structures.At present, the conversion of concrete structure and stiffness structure, and concrete structure is more common with the conversion of steel work, but, stiffness structure is rarer with the example of the conversion of steel work, advantage that is advantage large for strengthening concrete columns bearing capacity is large with box-structure bending rigidity, good stability is combined, and can reach better architectural effect.Therefore, seek the conversion equipment of a kind of composite steel concrete column and box shape steel structure, realize the engineer applied of large-scale steel structure in Structural Steel Reinforced Concrete, there is good social benefit.
Summary of the invention
The purpose of this utility model is to provide a kind of easy construction, connects reliable, can reduce construction cost, shortens composite steel concrete column and the box concrete filled steel tube cant beam switching node of construction period.The technical solution of the utility model is as follows:
A kind of composite steel concrete column and box concrete filled steel tube cant beam switching node, comprise stiffened column (1), translation building block (2), box shape steel structure (3), the reinforcing bar of described stiffened column (1) comprises H profile steel (13), two T-steels (14), two T-steels (14) are symmetrically welded on the web of H profile steel (13), reinforcing bar (6) is configured with outside it, described box shape steel structure (3), be connected in the H profile steel (13) of stiffened column (1) by translation building block (2) is oblique, it is characterized in that, floor of putting more energy into (5) is distributed with near the position of translation building block (2) in box house surrounding at described box shape steel structure (3), described translation building block (2) comprises H profile steel (9), dividing plate (12) and peg (4), the web of translation building block H profile steel (9) is fixedly connected with the edge of a wing of stiffened column H profile steel (13), the top flange of translation building block H profile steel (9) is fixedly connected with the edge of a wing of stiffened column H profile steel (13), and is provided with stiffening rib (10) around the translation building block H profile steel (9) of this fixed connection place, dividing plate (12) level is fixedly connected on the reinforcing bar of stiffened column (1), and with translation building block H profile steel (9) bottom flange be fixedly connected with, translation building block H profile steel (9) is provided with peg (4), is fixed with crab-bolt (11), in order to be connected with ground in the bottom of dividing plate (12), concrete (7) is had at stiffened column (1), translation building block (2) and box shape steel structure (3) upper.
The utility model makes stiffness structure and steel work reliably be connected and efficient combination, can apply in correlation engineering.
Accompanying drawing explanation
Fig. 1 is the utility model front view;
Fig. 2 is translation building block schematic diagram;
Fig. 3 is connecting elements and box shape steel structure connection diagram;
Fig. 4 is composite steel concrete column sectional drawing.
In figure, 1: stiffened column, 2: translation building block, 3: box shape steel structure, 4: peg, 5: floor of putting more energy into, 6: reinforcing bar, 7: concrete, 8: bolt, 9:H shaped steel, 10: stiffening rib, 11: crab-bolt, 12 lower clapboards, 13:H shaped steel, 14:T shaped steel
Detailed description of the invention
In FIG, the agent structure of the utility model conversion equipment comprises stiffened column 1, translation building block 2, box shape steel structure 3.As shown in Figure 4, stiffened column 1 is by H profile steel 13, and T-steel 14, reinforcing bar 6 and concrete seven are formed.Two pieces of T-steels 14 are symmetrically welded on the web of H profile steel 13, configuration reinforcement 6 also concreting 7 outside it.
As shown in Figure 2, be connected by translation building block 2 between H profile steel 13 with box shape steel structure 3.Described translation building block 2 comprises H profile steel 9, peg 4 and concrete seven.H profile steel 9 web welds with H profile steel 13 edge of a wing.H profile steel 9 top flange is welded with H profile steel 13 edge of a wing, and welding stiffening rib 10 is strengthened around; H profile steel 9 bottom flange is welded with the lower clapboard 12 be welded on reinforcing bar 1.H profile steel 9 is provided with peg 4, reliably connects with it with pouring concrete in addition.Lower clapboard 12 bottom is provided with crab-bolt 11, in order to be connected with ground.
As shown in Figure 3, H profile steel bone 9 gos deep into box shape steel structure 3 inside and reliably connects with it.Translation building block 2 and the connection of box shape steel structure 3 comprise shear stud 4, put more energy into floor 5 and longitudinal reinforcement 6.Translation building block 2 shaped steel gos deep into box steel beam column 3, being fixedly connected with by the floor 5 of putting more energy into of periphery, the inwall of box shape steel structure 3 and the web of translation building block 2 being all provided with peg 4, for being connected with the reliable of concrete seven, in box shape steel structure 3, border is furnished with Reinforcement 6, for stressed.After installing, translation building block 2 has built concrete seven according to the form of construction work of composite steel concrete column 1, realizes the fixed conversion of composite steel concrete column 1 to box shape steel structure 3.The H profile steel that translation building block 2 adopts, bolt number and shear stud 4 size are determined according to concrete engineering actual conditions.
Claims (1)
1. a composite steel concrete column and box concrete filled steel tube cant beam switching node, comprise stiffened column (1), translation building block (2), box shape steel structure (3), the reinforcing bar of described stiffened column (1) comprises H profile steel (13), two T-steels (14), two T-steels (14) are symmetrically welded on the web of H profile steel (13), reinforcing bar (6) is configured with outside it, described box shape steel structure (3), be connected in the H profile steel (13) of stiffened column (1) by translation building block (2) is oblique, it is characterized in that, floor of putting more energy into (5) is distributed with near the position of translation building block (2) in box house surrounding at described box shape steel structure (3), described translation building block (2) comprises H profile steel (9), dividing plate (12) and peg (4), the web of translation building block H profile steel (9) is fixedly connected with the edge of a wing of stiffened column H profile steel (13), the top flange of translation building block H profile steel (9) is fixedly connected with the edge of a wing of stiffened column H profile steel (13), and is provided with stiffening rib (10) around the translation building block H profile steel (9) of this fixed connection place, dividing plate (12) level is fixedly connected on the reinforcing bar of stiffened column (1), and with translation building block H profile steel (9) bottom flange be fixedly connected with, translation building block H profile steel (9) is provided with peg (4), is fixed with crab-bolt (11), in order to be connected with ground in the bottom of dividing plate (12), concrete (7) is had at stiffened column (1), translation building block (2) and box shape steel structure (3) upper.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420649969.7U CN204212273U (en) | 2014-11-03 | 2014-11-03 | A kind of composite steel concrete column and box concrete filled steel tube cant beam switching node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420649969.7U CN204212273U (en) | 2014-11-03 | 2014-11-03 | A kind of composite steel concrete column and box concrete filled steel tube cant beam switching node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204212273U true CN204212273U (en) | 2015-03-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420649969.7U Expired - Fee Related CN204212273U (en) | 2014-11-03 | 2014-11-03 | A kind of composite steel concrete column and box concrete filled steel tube cant beam switching node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204212273U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978997A (en) * | 2018-08-16 | 2018-12-11 | 广州五羊钢结构有限公司 | A kind of composite steel column and its processing method |
| CN109457816A (en) * | 2018-11-19 | 2019-03-12 | 南京长江都市建筑设计股份有限公司 | A kind of connecting node and construction method of steel beam with box shape and reinforced concrete interface |
-
2014
- 2014-11-03 CN CN201420649969.7U patent/CN204212273U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978997A (en) * | 2018-08-16 | 2018-12-11 | 广州五羊钢结构有限公司 | A kind of composite steel column and its processing method |
| CN109457816A (en) * | 2018-11-19 | 2019-03-12 | 南京长江都市建筑设计股份有限公司 | A kind of connecting node and construction method of steel beam with box shape and reinforced concrete interface |
| CN109457816B (en) * | 2018-11-19 | 2024-04-02 | 南京长江都市建筑设计股份有限公司 | Connecting node of box-shaped steel beam and reinforced concrete interface and construction method |
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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 |
Granted publication date: 20150318 |