CN206693403U - A kind of steel core concrete column and connected mode - Google Patents

A kind of steel core concrete column and connected mode Download PDF

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Publication number
CN206693403U
CN206693403U CN201720398433.6U CN201720398433U CN206693403U CN 206693403 U CN206693403 U CN 206693403U CN 201720398433 U CN201720398433 U CN 201720398433U CN 206693403 U CN206693403 U CN 206693403U
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CN
China
Prior art keywords
steel
concrete column
plate
core concrete
welded
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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 - Fee Related
Application number
CN201720398433.6U
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Chinese (zh)
Inventor
薛万里
Original Assignee
薛万里
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Priority to CN201720398433.6U priority Critical patent/CN206693403U/en
Application granted granted Critical
Publication of CN206693403U publication Critical patent/CN206693403U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of steel core concrete column and connected mode, including steel core concrete column, U-shaped steel, lower outer ring plate, outer negative reinforcement, interior negative reinforcement, upper outer ring plate, laterally attached plate, steel core concrete column is welded with, lower outer ring plate, negative reinforcement is welded on outer ring plate, U-shaped steel is located at steel core concrete column left and right ends, welded with steel core concrete column, lower outer ring plate is located at U-shaped steel lower end, it is connected with U-shaped steel by high-strength bolt, laterally attached plate is welded by two pieces of square plates and one block of circular arc steel plate, U-shaped steel is bolted with the square plate, circular arc steel plate welds with steel core concrete column.This practical Site Welding workload is few, is easy to construction to realize assembling, perforate in steel pipe side wall and caused by weakening to steel pipe bearing capacity lack, U-shaped steel passes through laterally attached crab bolt connection reinforcement bearing capacity.

Description

A kind of steel core concrete column and connected mode
Technical field
It the utility model is related to building structure field, more particularly to a kind of steel core concrete column and connected mode.
Background technology
Steel core concrete column is with the structural system that outsourcing U-shaped steel-concrete combination beam is formed because it can give full play to steel The characteristic of two kinds of material, concrete materials, the features such as material consumption is few, and industrialized production degree is high, there is good social benefit And economic benefit;Existing steel core concrete column and connected mode scene repair welding component are more, weaken steel pipe bearing capacity, or be applicable Property is poor.
Utility model content
In order to solve the above problems, the utility model provides that a kind of bearing capacity is strong, the few concrete filled steel tube of field operation Post and connected mode.
Technical scheme provided by the utility model is:A kind of steel core concrete column and connected mode, including steel pipe mix Solidifying earth pillar 1, U-shaped steel 2, lower outer ring plate 3, outer negative reinforcement 4, interior negative reinforcement 5, upper outer ring plate 6, laterally attached plate 7;Institute State steel core concrete column 1 and be welded with outer ring plate 6, lower outer ring plate 3, the interior negative reinforcement 5 is welded in outer ring plate 6 Between, blocked in the edge of steel core concrete column 1, the outer negative reinforcement 4 is welded in the both sides of outer ring plate 6;The U-shaped steel 2 Positioned at the left and right ends of steel core concrete column 1, it is welded to connect with steel core concrete column 1, lower outer ring plate 3 is located at the lower end of U-shaped steel 2, with U Shaped steel 2 is connected by high-strength bolt;The steel core concrete column 1 is welded with triangle and put more energy into upper and lower outer ring plate 6,3 junctions Rib 8;The laterally attached plate 7 is welded by two pieces of square plates 71 and one block of circular arc steel plate 72, and square plate 71 is distinguished Positioned at the both ends of circular steel plate 72, bolt hole is reserved with square plate 71, the U-shaped steel 2 is close to the end of steel core concrete column 1 and institute State square plate 71 to be bolted, the circular arc steel plate 72 is used with steel core concrete column 1 and is welded to connect.
The cross section of the steel core concrete column 1 is rectangle, circle or polygon.
The beneficial effect that the utility model reaches:This practical Site Welding workload is few, is easy to construction to realize assembling, bears Moment at support is directly welded on outer ring plate, it is possible to reduce the perforate in steel pipe side wall and caused by steel pipe bearing capacity is cut Weak, U-shaped steel is connected by laterally attached crab bolt, is further reduced Site Welding workload and is strengthened bearing capacity.
Brief description of the drawings
Accompanying drawing described herein is to be further understood for providing to of the present utility model, forms one of the application Point, but do not form to restriction of the present utility model.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the utility model elevation;
Fig. 3 is the laterally attached plate schematic diagram.
Wherein, 1 is steel core concrete column, and 2 be U-shaped steel, and 3 be lower outer ring plate, and 4 be outer negative reinforcement, and 5 be interior hogging moment Reinforcing bar, 6 be upper outer ring plate, and 7 be laterally attached plate, and 71 be square plate, and 72 be circular steel plate, and 8 be ribbed stiffener.
Embodiment
In order to which the utility model is described in further detail, it is as follows that its embodiment is now disclosed.
According to Fig. 1, Fig. 2, Fig. 3, in specific implementation, a kind of steel core concrete column and connected mode, including steel tube concrete Earth pillar 1, U-shaped steel 2, lower outer ring plate 3, outer negative reinforcement 4, interior negative reinforcement 5, upper outer ring plate 6, laterally attached plate 7;It is described Steel core concrete column 1 is welded with outer ring plate 6, lower outer ring plate 3, and the interior negative reinforcement 5 is welded among outer ring plate 6, Blocked in the edge of steel core concrete column 1, the outer negative reinforcement 4 is welded in the both sides of outer ring plate 6;The U-shaped steel 2 is located at The left and right ends of steel core concrete column 1, are welded to connect with steel core concrete column 1, and lower outer ring plate 3 is located at the lower end of U-shaped steel 2, with U-shaped steel 2 are connected by high-strength bolt;The steel core concrete column 1 is being welded with triangle ribbed stiffener 8 with upper and lower outer ring plate 6,3 junctions; The laterally attached plate 7 is welded by two pieces of square plates 71 and one block of circular arc steel plate 72, and square plate 71 is located at respectively The both ends of circular steel plate 72, bolt hole are reserved with square plate 71, the U-shaped steel 2 is close to the end of steel core concrete column 1 and the side Shape steel plate 71 is bolted, and the circular arc steel plate 72 is used with steel core concrete column 1 and is welded to connect.
In specific implementation, the cross section of the steel core concrete column 1 is rectangle, circle or polygon.

Claims (2)

1. a kind of steel core concrete column and connected mode, including steel core concrete column (1), U-shaped steel (2), lower outer ring plate (3), Outer negative reinforcement (4), interior negative reinforcement (5), upper outer ring plate (6), laterally attached plate (7);The steel core concrete column (1) Outer ring plate (6), lower outer ring plate (3) are welded with, the interior negative reinforcement (5) is welded among outer ring plate (6), in steel pipe Concrete column (1) edge is blocked, and the outer negative reinforcement (4) is welded in outer ring plate (6) both sides;U-shaped steel (2) position In steel core concrete column (1) left and right ends, it is welded to connect with steel core concrete column (1), lower outer ring plate (3) is located under U-shaped steel (2) End, is connected with U-shaped steel (2) by high-strength bolt;The steel core concrete column (1) with upper and lower outer ring plate (6), (3) junction It is welded with triangle ribbed stiffener (8);The laterally attached plate (7) is welded by two pieces of square plates (71) and one piece of circular arc steel plate (72) Connect and form, square plate (71) is located at circular steel plate (72) both ends respectively, and bolt hole, the U are reserved with square plate (71) Shaped steel (2) is bolted close to steel core concrete column (1) end with the square plate (71), the circular arc steel plate (72) Use and be welded to connect with steel core concrete column (1).
2. bean column node according to claim 1, it is characterised in that:The cross section of the steel core concrete column (1) be rectangle, Circular or polygon.
CN201720398433.6U 2017-04-14 2017-04-14 A kind of steel core concrete column and connected mode Expired - Fee Related CN206693403U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720398433.6U CN206693403U (en) 2017-04-14 2017-04-14 A kind of steel core concrete column and connected mode

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720398433.6U CN206693403U (en) 2017-04-14 2017-04-14 A kind of steel core concrete column and connected mode

Publications (1)

Publication Number Publication Date
CN206693403U true CN206693403U (en) 2017-12-01

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720398433.6U Expired - Fee Related CN206693403U (en) 2017-04-14 2017-04-14 A kind of steel core concrete column and connected mode

Country Status (1)

Country Link
CN (1) CN206693403U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021016672A1 (en) * 2019-07-31 2021-02-04 Iron Matrix Pty Ltd "a method and apparatus for stiffening a framework module for use in modular building construction"

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021016672A1 (en) * 2019-07-31 2021-02-04 Iron Matrix Pty Ltd "a method and apparatus for stiffening a framework module for use in modular building construction"

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171201

Termination date: 20210414