CN208441257U - A kind of mounting structure of assembling-type precast hybrid beam and stiffened column - Google Patents
A kind of mounting structure of assembling-type precast hybrid beam and stiffened column Download PDFInfo
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- CN208441257U CN208441257U CN201820580887.XU CN201820580887U CN208441257U CN 208441257 U CN208441257 U CN 208441257U CN 201820580887 U CN201820580887 U CN 201820580887U CN 208441257 U CN208441257 U CN 208441257U
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- muscle
- stirrup
- hybrid beam
- vertical muscle
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Abstract
The utility model proposes the mounting structure of a kind of assembling-type precast hybrid beam and stiffened column, this structure includes hybrid beam, stiffened column, vertical muscle, stirrup, H profile steel, connecting plate, welding end, fixed plate, external partition, overlap joint block.The advantages of the utility model: facilitating on-site hoisting to construct, and solves existing hybrid beam both ends and measures muscle greatly, causes the problem of in-site installation and its inconvenience；Component improves the production efficiency of component by the production method of batch production assembly line by prefabrication；Component connection structure itself is simple, low cost and both artistic and practical.
Description
Technical field
The utility model relates to steel buildings, particularly relate to the installation knot of a kind of assembling-type precast hybrid beam and stiffened column
Structure.
Background technique
Some or all of building component is prefabricated in the factory completions, then transports to construction site, and component is passed through reliably
Connection type assembling and the building built up, referred to as prefabrication.Currently, common prefabricated long-span beams both ends have greatly
Muscle is measured, is anchored at node by cast-in-place concrete.This kind of component has reinforcing bar collision conflict, in-site installation highly inconvenient
Problem, and steel structure girder has the shortcomings that fire resistance is poor, cost is high and moulding unsightly.
Utility model content
The utility model proposes the mounting structures of a kind of assembling-type precast hybrid beam and stiffened column, solve existing hybrid beam
Problem with reinforcing bar collision conflict, in-site installation inconvenience.
The technical solution of the utility model is achieved in that the installation knot of a kind of assembling-type precast hybrid beam and stiffened column
Structure, including hybrid beam and stiffened column, the interior vertical muscle and longitudinally arranged stirrup for being equipped with lateral arrangement of the hybrid beam, vertical muscle are set
It is connect inside stirrup and with stirrup, the both ends of hybrid beam are equipped with exposed H profile steel, and vertical muscle is connect with H profile steel, the company of H profile steel
Connecing end includes intermediate connecting plate and upper and lower welding end, and stiffened column is equipped with fixed plate and the two sides above and below fixed plate
External partition, external partition are equipped with overlap joint block, and connecting plate connect by bolt with fixed plate, welding end by overlap block and outside every
Plate welding.
The vertical muscle includes upper vertical muscle, is sprained and lower vertical muscle, and the top of upper vertical muscle and stirrup connects, upper vertical muscle and H-type
The upper surface of steel is welded, and is sprained and is connect with the middle part of stirrup, the lower part connection of lower vertical muscle and stirrup, under lower vertical muscle and H profile steel
The top of end face welding, hybrid beam is equipped with suspension-center pre-embedded.
The upper vertical muscle is equipped with two and is located at stirrup upper corners, sprains equipped with several, sprains two-by-two
One group, every group sprains and is equipped with lacing wire, sprains, stirrup and lacing wire link together, lower vertical muscle, which is equipped under three, two, indulges muscle point
Not Wei Yu stirrup lower corners, muscle in addition indulged under one be located under two and indulge between muscle, the length of upper vertical muscle is less than lower vertical muscle
Length, the length of lower vertical muscle is less than the length to sprain, and the spacing of both ends stirrup is less than the spacing of middle hoop.
The top of the hybrid beam is equipped with exposed U-shaped muscle, and U-shaped muscle is connect with stirrup.
The top of the H profile steel is equipped with coupling bar, and coupling bar is inserted into the link slot of superimposed sheet, and ring is equipped in link slot
Muscle, coupling bar are connect by concrete with superimposed sheet.
The advantages of the utility model: facilitating on-site hoisting to construct, and solves existing hybrid beam both ends and measures muscle greatly, causes existing
The problem of field installation and its inconvenience；Component improves component by the production method of batch production assembly line by prefabrication
Production efficiency；Component connection structure itself is simple, low cost and both artistic and practical.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is hybrid beam main view.
Fig. 2 is hybrid beam side view.
Fig. 3 is hybrid beam and stiffened column connection structure diagram.
Fig. 4 is hybrid beam and superimposed sheet connection structure diagram.
In figure: 1- hybrid beam, 2- indulge muscle, indulge muscle on 3-, and 4- sprains, vertical muscle under 5-, 6- stirrup, 7-U shape muscle, 8- lacing wire,
9-H fashioned iron, 10- connecting plate, 11- weld end, 12- stiffened column, 13- external partition, 14- fixed plate, 15- overlap joint block, 16- connection
Bolt, 17- superimposed sheet, 18- link slot, 19- ring muscle, 20- suspension-center pre-embedded.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are under that premise of not paying creative labor
Every other embodiment obtained, fall within the protection scope of the utility model.
As shown in Figs 1-4, a kind of mounting structure of assembling-type precast hybrid beam and stiffened column, including hybrid beam 1 and stiffness
Column 12, the interior vertical muscle 2 and longitudinally arranged stirrup 6 for being equipped with lateral arrangement of the hybrid beam 1, vertical muscle 2 are located at 6 inside of stirrup simultaneously
It is connect with stirrup 6, the both ends of hybrid beam 1 are equipped with exposed H profile steel 9, and vertical muscle 2 is connect with H profile steel 9, the connecting pin packet of H profile steel 9
Intermediate connecting plate 10 and upper and lower welding end 11 are included, stiffened column 12 is equipped with fixed plate 14 and is located at fixed plate about 14 two
The external partition 13 of side, external partition 13 are equipped with overlap joint block 15, and connecting plate 10 is connect by bolt with fixed plate 14, weld end 11
It is welded by overlap joint block 15 and external partition 13.
The vertical muscle 2 includes upper vertical muscle 3, sprain 4 and lower vertical muscle 5, and upper vertical muscle 3 is connect with the top of stirrup 6, upper vertical muscle
3 weld with the upper surface of H profile steel 9, and sprain 4 connect with the middle part of stirrup 6, and lower vertical muscle 5 is connect with the lower part of stirrup 6, lower vertical muscle 5
It is welded with the lower end surface of H profile steel 9, the top of hybrid beam 1 is equipped with suspension-center pre-embedded 20.
The upper vertical muscle 3 is equipped with and two and is located at 6 upper corners of stirrup, and spraining 4 is equipped with several, sprains 4
In pairs, it spraining and 4 is equipped with lacing wire 8 for every group, sprain 4, stirrup 6 and lacing wire 8 links together, lower vertical muscle 5 is equipped with three, and two
Muscle 5 is indulged under root and is located at 6 lower corners of stirrup, muscle 5 is in addition indulged under one is located under two and indulge between muscle 5, upper vertical muscle 3
Length is less than the length of lower vertical muscle 5, the length of lower vertical muscle 5 be less than sprain 4 length, the spacing of both ends stirrup 6 is less than intermediate hoop
The spacing of muscle 6.
The top of the hybrid beam 1 is equipped with exposed U-shaped muscle 7, and U-shaped muscle 7 is connect with stirrup 6.
The top of the H profile steel 9 is equipped with coupling bar 16, and coupling bar 16 is inserted into the link slot 18 of superimposed sheet 17, connection
Ring muscle 19 is equipped in slot 18, coupling bar 16 is connect by concrete with superimposed sheet 17.
Prefabricated superposed beam is by mold pouring molding, by the both ends welded H section steel of upper and lower vertical muscle before pouring, then upper
Stirrup is successively bound on vertical muscle down, is sprained, lacing wire and suspension-center pre-embedded, finally framework of steel reinforcement is put into mold, is poured in mold
Build concrete.
When installation, connecting plate is connect with bolt of fixing plate, welding end and external partition overlap joint welding, two kinds of connection types,
It is reliable and stable to guarantee that stiffened column is connect with hybrid beam.Vertical muscle props up the frame structure of stirrup up and down, and indulges muscle and H profile steel up and down
Connection, spraining, it is intermediate for reinforcing connection to be located at.Upper vertical muscle is located at stirrup top or so Liang Ge corner, indulges muscle under two and is located at
In addition stirrup lower part or so Liang Ge corner indulges muscle under one and is located between the lower vertical muscle of Liang Gen corner, sprains in pairs,
Every group two sprain between by lacing wire connection to drawing, and lacing wire, sprain together with stirrup binding.
When hybrid beam needs connect with the structure of upper floor plate when, hybrid beam top welding U-shaped muscle, U-shaped muscle with it is upper
The structure of portion's floor plates pours together.When hybrid beam needs are connect with the superimposed sheet on top, it is welded to connect on H profile steel top
Bolt, coupling bar are inserted into the link slot of superimposed sheet, and then casting concrete connects hybrid beam with superimposed sheet.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection scope within.
Claims (5)
1. a kind of mounting structure of assembling-type precast hybrid beam and stiffened column, including hybrid beam (1) and stiffened column (12), feature
It is: is equipped with the vertical muscle (2) and longitudinally arranged stirrup (6) of lateral arrangement in the hybrid beam (1), vertical muscle (2) is located at hoop
Muscle (6) is internal and connect with stirrup (6), and the both ends of hybrid beam (1) are equipped with exposed H profile steel (9), indulges muscle (2) and H profile steel (9)
Connection, the connecting pin of H profile steel (9) include that intermediate connecting plate (10) and upper and lower welding end (11), stiffened column are set on (12)
There is fixed plate (14) and is located at the external partition (13) of fixed plate (14) two sides up and down, external partition (13) is equipped with overlap joint block (15),
Connecting plate (10) is connect by bolt with fixed plate (14), and welding end (11) is welded by overlap joint block (15) and external partition (13)
It connects.
2. the mounting structure of assembling-type precast hybrid beam and stiffened column according to claim 1, it is characterised in that: described
Vertical muscle (2) include upper vertical muscle (3), sprain (4) and lower vertical muscle (5), upper vertical muscle (3) connect with the top of stirrup (6), upper vertical muscle
(3) with the upper surface of H profile steel (9) weld, sprain (4) connect with the middle part of stirrup (6), the lower part of lower vertical muscle (5) and stirrup (6)
Connection, the lower end surface welding of lower vertical muscle (5) and H profile steel (9), the top of hybrid beam (1) is equipped with suspension-center pre-embedded (20).
3. the mounting structure of assembling-type precast hybrid beam and stiffened column according to claim 2, it is characterised in that: described
Upper vertical muscle (3) are equipped with two and are located at stirrup (6) upper corners, sprain (4) equipped with several, and sprain (4) two-by-two one
Group, every group sprains (4) equipped with lacing wire (8), sprains (4), stirrup (6) and lacing wire (8) link together, and lower vertical muscle (5) is equipped with
Muscle (5) are indulged under three, two and are located at stirrup (6) lower corners, are in addition indulged muscle (5) under one and are located under two and indulge muscle
(5) between, the length of upper vertical muscle (3) is less than the length of lower vertical muscle (5), and the length of lower vertical muscle (5) is less than the length of (4) of spraining,
The spacing of both ends stirrup (6) is less than the spacing of middle hoop (6).
4. the mounting structure of assembling-type precast hybrid beam and stiffened column according to claim 1, it is characterised in that: described
The top of hybrid beam (1) is equipped with exposed U-shaped muscle (7), and U-shaped muscle (7) is connect with stirrup (6).
5. the mounting structure of assembling-type precast hybrid beam and stiffened column according to claim 1, it is characterised in that: described
The top of H profile steel (9) is equipped with coupling bar (16), and coupling bar (16) is inserted into the link slot (18) of superimposed sheet (17), link slot
(18) ring muscle (19) are equipped in, coupling bar (16) is connect by concrete with superimposed sheet (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820580887.XU CN208441257U (en) | 2018-04-23 | 2018-04-23 | A kind of mounting structure of assembling-type precast hybrid beam and stiffened column |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820580887.XU CN208441257U (en) | 2018-04-23 | 2018-04-23 | A kind of mounting structure of assembling-type precast hybrid beam and stiffened column |
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| CN208441257U true CN208441257U (en) | 2019-01-29 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343162A (en) * | 2018-04-23 | 2018-07-31 | 中国建筑第七工程局有限公司 | A kind of mounting structure and installation method of assembling-type precast hybrid beam and stiffened column |
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2018
- 2018-04-23 CN CN201820580887.XU patent/CN208441257U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343162A (en) * | 2018-04-23 | 2018-07-31 | 中国建筑第七工程局有限公司 | A kind of mounting structure and installation method of assembling-type precast hybrid beam and stiffened column |
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