CN206053128U - A kind of special-shaped speed connects formula steel column - Google Patents
A kind of special-shaped speed connects formula steel column Download PDFInfo
- Publication number
- CN206053128U CN206053128U CN201621077670.4U CN201621077670U CN206053128U CN 206053128 U CN206053128 U CN 206053128U CN 201621077670 U CN201621077670 U CN 201621077670U CN 206053128 U CN206053128 U CN 206053128U
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- China
- Prior art keywords
- connection sheet
- steel
- sheet group
- angle steel
- web
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- Withdrawn - After Issue
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Abstract
This utility model is related to construction engineering technical field, and more particularly to a kind of special-shaped speed connects formula steel column, including the first angle steel and the second angle steel, is provided with web between the first angle steel and the second angle steel；Junction steel plate is respectively arranged at the two ends with the first angle steel and the second angle steel, bolt hole is provided with junction steel plate；Connection sheet group is provided with web, each connection sheet group includes two connection sheets, and the outer end of each connection sheet is provided with the elbow of vertical placement；Connection sheet group includes that long connection sheet group and short connection sheet group, long connection sheet group and short connection sheet group are arranged alternately.The light steel of the creative employing of this utility model replaces concrete as constructional column, saves manually, improves work efficiency, simplify operation, shorten the duration and reduce cost, and quality is more secure.
Description
(1) technical field
This utility model is related to construction engineering technical field, and more particularly to a kind of special-shaped speed connects formula steel column.
(2) background technology
In architectural engineering at present when walling is filled, a piece armored concrete corner structure must be set in its corner
Make post.In the installation process to armored concrete corner constructional column, need to through it is reserved build by laying bricks or stones corner horse tooth trough, reserved steel bar,
Reserved tension rib, assembling reinforcement, tear a series of complicated procedures of forming such as corner column template, hand-placed concrete open.Its principle is：
Masonry is connected with concrete corner constructional column by reserved steel bar, concrete corner constructional column by top and bottom reinforcing bar with
Concrete frame structure is connected.The method operation is more, and use is artificial more, and work efficiency is low, and long in time limit, quality is wayward, into
This height.
(3) content of the invention
The technical problems to be solved in the utility model is to provide what a kind of corner to filling walling was constructed
During using manually less, work efficiency height, short time limit, cheap and easily controllable constructional column quality special-shaped speed connect formula steel column.
In order to solve above-mentioned technical problem, the technical solution adopted in the utility model is：
A kind of special-shaped speed connects formula steel column, including two the first angle steel being vertically arranged in the same direction and the second angle steel, in the first angle steel
And second be provided between angle steel first angle steel of connection interior angle and the second angle steel exterior angle web；In the first angle steel and second
The top and bottom of angle steel is respectively provided with a junction steel plate, on each junction steel plate is equipped with bolt hole；Before described web
Both sides are provided with some connection sheet groups along the length direction of web afterwards, and each connection sheet group includes the connection sheet that two horizontal parallels are arranged,
The inner of each connection sheet is welded with light steel web, is provided with the elbow of vertical placement in the outer end of each connection sheet；It is described located at abdomen
Rear side wing plate of each connection sheet group on rear side of plate each parallel to the first angle steel and the second angle steel, described is each on front side of web
Front side wing plate of the connection sheet group each parallel to the first angle steel and the second angle steel；Described connection sheet group includes long connection sheet group and short
Connection sheet group, long connection sheet group and short connection sheet group are arranged alternatively up and down；Described long connection sheet group include the first connection sheet and
Second connection sheet, the outer end of the first connection sheet in each long connection sheet group and the outer end flush of the second connection sheet；Described is short
Connection sheet group includes the 3rd connection sheet and the 4th connection sheet, the outer end of the 3rd connection sheet in each short connection sheet group and the 4th connection
The outer end flush of piece.
Bolt hole on described each junction steel plate is two, and two bolts hole are symmetricly set on junction steel plate.
This utility model adopts said structure, with advantages below：
The light steel of the creative employing of this utility model replaces concrete as constructional column, and eliminating is carrying out building filling wall by laying bricks or stones
Work progress in indwelling horse tooth trough, constructional column reinforcement fabrication and colligation, constructional column casting concrete, the ring of formwork and form removal
Section, saves manually, improves work efficiency, simplify operation, shorten the duration and reduce cost；Using the side of flexible connection
Formula is connected with structural framing system, makes the stress system of building more reasonable；Special-shaped speed connects formula steel column and can carry out factory's metaplasia
Produce, scene carries out Quick-connection, and quality is more secure；And advantage easy to operate is also equipped with, is conducive to promoting the use.
(4) illustrate
Below in conjunction with the accompanying drawings this utility model is further described.
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the left view of Fig. 1；
Fig. 3 is the top view of Fig. 1；
Fig. 4 be in Fig. 1 A-A to cross section structure diagram.
In figure, the 1, first angle steel, the 2, second angle steel, 3, web, 4, junction steel plate, the 5, first long band steel connection sheet, 6,
Two long band steel connection sheets, the 7, first short band steel connection sheet, the 8, second short band steel connection sheet, 9, elbow, 10, bolt hole.
(5) specific embodiment
Clearly to illustrate the technical characterstic of this programme, below by specific embodiment, and its accompanying drawing is combined, to this reality
It is described in detail with new.
As shown in Fig. 1-Fig. 4, the special-shaped speed connects formula steel column includes two the first angle steel 1 being vertically arranged in the same direction and second jiao
Steel 2, is provided with the abdomen at the exterior angle of the interior angle and the second angle steel 2 of first angle steel of connection 1 between the first angle steel 1 and the second angle steel 2
Plate 3；A junction steel plate 4 is respectively provided with the top and bottom of the first angle steel 1 and the second angle steel 2, is equipped with each junction steel plate 4
Bolt hole 10；Before and after described web 3, both sides are provided with some connection sheet groups, each connection sheet group along the length direction of web 3
Including the connection sheet that two horizontal parallels are arranged, the inner of each connection sheet is welded with light steel web 3, is provided with the outer end of each connection sheet
The elbow 9 vertically placed；The described each connection sheet group on rear side of web 3 is each parallel to the first angle steel 1 and the second angle steel 2
Rear side wing plate, the described each connection sheet group on front side of web 3 is each parallel to the first angle steel 1 and the front side wing of the second angle steel 2
Plate；Described connection sheet group includes that long connection sheet group and short connection sheet group, long connection sheet group and short connection sheet group are set alternatively up and down
Put；Described long connection sheet group includes the first long band steel connection sheet 5 and the second long band steel connection sheet 6, in each long connection sheet group
The outer end of the first long band steel connection sheet 5 and the outer end flush of the second long band steel connection sheet 6；Described short connection sheet group includes
One short band steel connection sheet 7 and the second short band steel connection sheet 8, the outer end of the first short band steel connection sheet 7 in each short connection sheet group and
The outer end flush of the second short band steel connection sheet 8.
Bolt hole 10 on described each junction steel plate 4 is two, and two bolts hole 10 are symmetricly set on junction steel plate.
A kind of special-shaped speed connects the construction method of formula steel column, comprises the steps：
(1) preset the pre-buried of bolt：
According between two bolts hole 10 on the width and lower connecting plate between two bolts hole 10 on upper junction plate
Width and engineering on needs, carry out default bolt respectively on the upside of the downside of superstructure beam and lower structural beam
Position and pre-buried, by one end implantation superstructure beam and lower structural beam of pre-embedded bolt, the other end exposes structural plane；
(2) special-shaped speed connects the installation of formula steel column：
The left and right two ends of web 3 are weldingly connected with the exterior angle of the interior angle and the second angle steel 2 of the first angle steel 1 respectively；Again will
One junction steel plate 4 is weldingly connected with the top of the first angle steel 1 and the second angle steel 2 respectively, by a junction steel plate 4 respectively with first jiao
The bottom of steel 1 and the second angle steel 2 is weldingly connected；The first angle steel 1, the second angle steel 2, web 3 and the connection steel that welding is completed
Plate 4 is put between superstructure beam and lower structural beam, is made pre-buried default bolt align with bolt hole 10, is used nut screwing clamping
It is fixed；The specification of brick according to used by masonry determines the position of masonry horizontal mortar joint, in the masonry horizontal mortar joint every certain altitude
Height and position determine the position of connection sheet, connection sheet is weldingly connected with web 3, welding duration connection sheet group and short connection sheet
Group is arranged alternatively up and down；
(3) implantation of the connection sheet in masonry horizontal mortar joint：
During masonry panel, each connection sheet in long connection sheet group and short connection sheet group is gradually implanted into into the horizontal mortar joint of masonry
It is interior, and the one end with elbow 9 is implanted in the vertical mortar joint of masonry.
This completes special-shaped speed at corner filling walling and meet the company between formula steel column and upper and lower xoncrete structure
Connect.
The above, only this utility model preferably specific embodiment, but protection domain of the present utility model is not
Be confined to this, any those familiar with the art in the technical scope that this utility model is disclosed, according to this practicality
New technical scheme and its inventive concept equivalent or change in addition, should all cover protection domain of the present utility model it
It is interior.This utility model does not describe part in detail, is the known technology of those skilled in the art of the present technique.
Claims (2)
1. a kind of special-shaped speed connects formula steel column, it is characterised in that including two the first angle steel being vertically arranged in the same direction and the second angle steel,
The web at the exterior angle of the interior angle and the second angle steel of first angle steel of connection is provided between first angle steel and the second angle steel；At first jiao
The top and bottom of steel and the second angle steel is respectively provided with a junction steel plate, on each junction steel plate is equipped with bolt hole；Described
Before and after web, both sides are provided with some connection sheet groups along the length direction of web, and each connection sheet group includes what two horizontal parallels were arranged
Connection sheet, the inner of each connection sheet are welded with light steel web, are provided with the elbow of vertical placement in the outer end of each connection sheet；Described
Rear side wing plate of each connection sheet group on rear side of web each parallel to the first angle steel and the second angle steel, it is described before web
Front side wing plate of each connection sheet group of side each parallel to the first angle steel and the second angle steel；Described connection sheet group includes long connection sheet
Group and short connection sheet group, long connection sheet group and short connection sheet group are arranged alternatively up and down；Described long connection sheet group includes the first company
Contact pin and the second connection sheet, the outer end of the first connection sheet in each long connection sheet group and the outer end flush of the second connection sheet；Institute
The short connection sheet group stated includes the 3rd connection sheet and the 4th connection sheet, the outer end of the 3rd connection sheet in each short connection sheet group and
The outer end flush of four connection sheets.
2. special-shaped speed according to claim 1 connects formula steel column, it is characterised in that the bolt hole on described each junction steel plate
For two, two bolts hole are symmetricly set on junction steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621077670.4U CN206053128U (en) | 2016-09-23 | 2016-09-23 | A kind of special-shaped speed connects formula steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621077670.4U CN206053128U (en) | 2016-09-23 | 2016-09-23 | A kind of special-shaped speed connects formula steel column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206053128U true CN206053128U (en) | 2017-03-29 |
Family
ID=58366480
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621077670.4U Withdrawn - After Issue CN206053128U (en) | 2016-09-23 | 2016-09-23 | A kind of special-shaped speed connects formula steel column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206053128U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223542A (en) * | 2016-09-23 | 2016-12-14 | 中建八局第建设有限公司 | A kind of abnormity speed connects formula steel column and construction method thereof |
-
2016
- 2016-09-23 CN CN201621077670.4U patent/CN206053128U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223542A (en) * | 2016-09-23 | 2016-12-14 | 中建八局第建设有限公司 | A kind of abnormity speed connects formula steel column and construction method thereof |
| CN106223542B (en) * | 2016-09-23 | 2018-07-13 | 中建八局第一建设有限公司 | A kind of abnormity quick access formula steel column and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170329 Effective date of abandoning: 20180713 |
|
| AV01 | Patent right actively abandoned |