CN207194175U - A kind of prefabricated assembled bean column node box - Google Patents
A kind of prefabricated assembled bean column node box Download PDFInfo
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- CN207194175U CN207194175U CN201720709460.0U CN201720709460U CN207194175U CN 207194175 U CN207194175 U CN 207194175U CN 201720709460 U CN201720709460 U CN 201720709460U CN 207194175 U CN207194175 U CN 207194175U
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- cassette body
- girder steel
- prefabricated assembled
- node box
- bean column
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Abstract
The utility model discloses a kind of prefabricated assembled bean column node box, including connecting integral cassette body and short girder steel, the cassette body is in the form of a column, supreme, lower bottom part, the short girder steel includes connecting integral center-side and external part, the center-side is located inside cassette body, and the external part runs through and stretched out outside cassette body, and the cassette body bottom is provided with injected hole.Prefabricated assembled bean column node box provided by the utility model, can be completely prefabricated, is then assembled with precast concrete column, prefabricated girder steel etc., can accelerating construction progress, moreover it is possible to improve construction quality, in addition, because node box is small so that transport becomes particularly convenient.
Description
Technical field
The present invention relates to a kind of concrete column-steel beam joint, more particularly to a kind of prefabricated assembled concrete post-girder steel
Node box.
Background technology
With the continuous development of high building structure form, there is increasing new Mixed Architecture, reinforcing bar
Concrete column-steel beam combined structure system (reinforced concrete column-steel beam, abbreviation RCS combination knots
Structure system) have the double dominant of steel construction and concrete structure concurrently, it is referred to as the structure type of " low-cost high-efficiency ", it and steel
Structure is compared to having a saving steel, the characteristics of increase building rigidity, meanwhile, there is higher stability and durability；With mixing
Xtah Crude Clay structure, which is compared, has the characteristics of reducing sectional dimension of members, increase structural span, increase structure ductility, therefore has obtained crowd
More scholars widely pay close attention to.For ensure reinforced column and girder steel between the two can reliable power transmission, rational structure type
It is most important.
Although having carried out many correlative studys in recent years both at home and abroad, overwhelming majority research is all to be centered around cast-in-place node
Under form, the research for prefabricated assembling type reinforced concrete post-steel beam joint is very few, and reinforced column-girder steel is mixed
Close structure to be applied among prefabricated assembled, develop assembled Mixed Architecture, this is applied for changing the extensive building in China
Work industry, architectural industrialization development trend is complied with, undoubtedly with important economy and social effect.
Patent publication No. is " A of CN 103255841 ", a kind of entitled " assembly concrete post-girder steel extended end plate
Type node ", a kind of node is disclosed, it includes precast concrete column, steel structure set, girder steel, end plate and high-strength bolt, the girder steel
Including pre-buried girder steel and interlude girder steel, the steel structure set includes a pair of matrix pattern lattice corals being made up of some blocks of steel plates, described
A pair of matrix pattern lattice corals are arranged and welded together by vertical four angle steel up and down, along angle steel outside between each two angle steel
Weld horizontal band steel, a pair of matrix pattern lattice corals are respectively welded at the upper lower flange of pre-buried beam, girder steel and steel structure set is welded into one
Individual entirety, the upper end of precast concrete column is placed on, the joint core region concrete between steel structure set and girder steel mixes with prefabricated
The concrete one-time-concreting of solidifying earth pillar is completed, and pre-buried girder steel and interlude the girder steel both sides are respectively welded end plate and pass through height
Strength bolt connection is integral.In the device, the joint cores between steel structure set and girder steel can be not provided with stirrup, reduce and apply
Work process, but core space concrete need to first be poured completion together with precast concrete column in factory, then transport to scene
Assembled so that transport and assembly difficulty are larger.
Therefore, it is necessary to develop a kind of prefabricated node unit, asked with solving the connection of reinforced column-steel beam joint
Topic.
The content of the invention
For deficiencies of the prior art, the present invention provides a kind of prefabricated assembled bean column node box, the section
Point box and concrete prefabricated column, prefabricated girder steel etc. can be independently prefabricated in precast plant, installed after transporting to scene, not only
Convenient transportation, and assembling is simple, adapts to a variety of occasions.
To reach above-mentioned purpose, the present invention provides following technical scheme：
A kind of prefabricated assembled bean column node box, including connect integral cassette body and short girder steel, the box
Body is in the form of a column, supreme, lower bottom part, and the short girder steel includes connecting integral center-side and external part, the center-side position
Inside cassette body, the external part runs through and stretched out outside cassette body, and the cassette body bottom is provided with injected hole.
As a preference of the present invention, the center-side is connected integral with the external part in " one " word, this structure is fitted
For post and wall in conplane occasion.
As a preference of the present invention, the center-side is connected integral with the external part in " ten " word, this structure is fitted
The occasion being connected for two face walls to intersect vertically with post.
As a preference of the present invention, the cassette body is steel plate, square, rectangle or circular cylindrical shape are enclosed.
As a preference of the present invention, the cassette body be plank sheathing or plywood form or plastic formwork or
Person's glass steel formwork or aluminum alloy mould plate, enclose square, rectangle or circular cylindrical shape, and close to the plank sheathing or
Stirrup, the short girder steel are provided with the inside of plywood form or plastic formwork or glass steel formwork or aluminum alloy mould plate
Center end web be provided with stirrup hole.
As a preference of the present invention, the center-side edge of a wing of the short girder steel is provided with vertical muscle hole, convenient vertically vertical muscle passes through.
As a preference of the present invention, the center-side edge of a wing 45% -85% of the short girder steel is cut off, and for convenience of vertical
Vertical muscle passes through, and the position that excision position should be made to be passed through with vertical vertical muscle is corresponding.
As a preference of the present invention, the center-side edge of a wing of the short girder steel is cut off completely, convenient vertically vertical muscle passes through.
The connected mode of the present invention：
First welding can be used in the prefabricated independent concrete column of precast plant, girder steel, node box, each part of node box
Or bolted mode is attached, and is transported to after scene, bottom concrete column, node box are sequentially placed from the bottom to top
Son, top concrete column, and make them be located on same center line, then stretches prefabricated girder steel and short girder steel in node box
Go out end to be attached, can be connected by screw bolts, either weld or the modes such as part bolted on part welds are attached,
Slurries finally are injected from the injected hole of cassette body bottom, concrete column, girder steel is connected with node box integral.
The beneficial effects of the present invention are：
1st, node box is completely prefabricated, and installation rate is fast, quality is good, adapts to a variety of occasions.
2nd, cassette body using steel plate as template when, only need to dock with the upper and lower post of precast concrete during assembled in situ
After can pour core space concrete, reduce working procedure and construction cost.
3rd, when cassette body uses steel plate as template, it is not necessary to stirrup is set again, the splice of node area can be reduced and connected
Connect, simplify node area construction.
4th, cassette body can produce effect of restraint to core space concrete, improve its stress performance, effectively improve its shearing resistance
Intensity and ductility.
Brief description of the drawings
In order that the purpose of the present invention, technical scheme and beneficial effect are clearer, the present invention provides drawings described below and carried out
Explanation：
Fig. 1 is a kind of axonometric drawing of prefabricated assembled bean column node box of embodiment 1；
Fig. 2 is a kind of top view of prefabricated assembled bean column node box of embodiment 1；
Fig. 3 is a kind of axonometric drawing of prefabricated assembled bean column node box of embodiment 2；
Fig. 4 is a kind of top view of prefabricated assembled bean column node box of embodiment 2；
Fig. 5 is a kind of axonometric drawing of prefabricated assembled bean column node box of embodiment 3；
Fig. 6 is a kind of top view of prefabricated assembled bean column node box of embodiment 3；
Fig. 7 is a kind of axonometric drawing of prefabricated assembled bean column node box of embodiment 4；
Fig. 8 is a kind of top view of prefabricated assembled bean column node box of embodiment 4.
1-cassette body；2-short girder steel；3-injected hole；4-indulge muscle hole.
Embodiment
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are described in detail.
Embodiment 1：
As depicted in figs. 1 and 2, a kind of prefabricated assembled bean column node box, including the He of cassette body 1 that connection is integral
Short girder steel 2, the cassette body 1 are in the form of a column, supreme, lower bottom part, and the short girder steel 2 includes connecting integral center-side and stretched
Go out end, the center-side is located inside cassette body 1, and the external part runs through and stretched out outside cassette body 1, the cassette body
1 bottom is provided with injected hole 3.
In the present embodiment：The center-side is connected integral with the external part in " ten " word.
In the present embodiment：The cassette body 1 is steel plate, encloses square.
In the present embodiment：The center-side edge of a wing of the short girder steel 2 is provided with vertical muscle hole 4.
Embodiment 2：
As shown in Figure 3 and Figure 4, the difference of embodiment 2 and embodiment 1 is：The center-side edge of a wing excision of the short girder steel 2
85%.
Embodiment 3：
As shown in Figure 5 and Figure 6, the difference of embodiment 3 and embodiment 1 is：The center-side edge of a wing of the short girder steel 2 is complete
Excision.
Embodiment 3：
As shown in Figure 7 and Figure 8, the difference of embodiment 4 and embodiment 1 is：The center-side is in the external part
The connection of " one " word is integral.
Finally illustrate, preferred embodiment above is merely illustrative of the technical solution of the present invention and unrestricted, although logical
Cross above preferred embodiment the present invention is described in detail, it is to be understood by those skilled in the art that can be
Various changes are made to it in form and in details, without departing from claims of the present invention limited range.
Claims (8)
- A kind of 1. prefabricated assembled bean column node box, it is characterised in that：Including connecting integral cassette body and short girder steel, The cassette body is in the form of a column, supreme, lower bottom part, and the short girder steel includes connecting integral center-side and external part, described Center-side is located inside cassette body, and the external part runs through and stretched out outside cassette body, and the cassette body bottom is provided with note Starch hole.
- A kind of 2. prefabricated assembled bean column node box according to claim 1, it is characterised in that：The center-side and institute It is integral in the connection of " one " word to state external part.
- A kind of 3. prefabricated assembled bean column node box according to claim 1, it is characterised in that：The center-side and institute It is integral in the connection of " ten " word to state external part.
- A kind of 4. prefabricated assembled bean column node box according to claim 1, it is characterised in that：The cassette body is Steel plate, enclose square, rectangle or circular cylindrical shape.
- A kind of 5. prefabricated assembled bean column node box according to claim 1, it is characterised in that：The cassette body is Plank sheathing or plywood form or plastic formwork or glass steel formwork or aluminum alloy mould plate, enclose pros Shape, rectangle or circular cylindrical shape, and close to the plank sheathing or plywood form or plastic formwork or glass punching block Stirrup is provided with the inside of plate or aluminum alloy mould plate, the center end web of the short girder steel is provided with stirrup hole.
- A kind of 6. prefabricated assembled bean column node box according to claim 1, it is characterised in that：In the short girder steel The heart end edge of a wing is provided with vertical muscle hole.
- A kind of 7. prefabricated assembled bean column node box according to claim 1, it is characterised in that：In the short girder steel Heart end edge of a wing excision 45% -85%.
- A kind of 8. prefabricated assembled bean column node box according to claim 1, it is characterised in that：In the short girder steel The heart end edge of a wing is cut off completely.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720709460.0U CN207194175U (en) | 2017-06-19 | 2017-06-19 | A kind of prefabricated assembled bean column node box |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720709460.0U CN207194175U (en) | 2017-06-19 | 2017-06-19 | A kind of prefabricated assembled bean column node box |
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| CN207194175U true CN207194175U (en) | 2018-04-06 |
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| CN201720709460.0U Active CN207194175U (en) | 2017-06-19 | 2017-06-19 | A kind of prefabricated assembled bean column node box |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268805A (en) * | 2017-06-19 | 2017-10-20 | 重庆大学 | A kind of prefabricated assembled beam column box node |
| CN112681518A (en) * | 2020-12-15 | 2021-04-20 | 北京赛博思工程技术研究院 | Steel construction assembled beam column node connecting device |
-
2017
- 2017-06-19 CN CN201720709460.0U patent/CN207194175U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268805A (en) * | 2017-06-19 | 2017-10-20 | 重庆大学 | A kind of prefabricated assembled beam column box node |
| CN112681518A (en) * | 2020-12-15 | 2021-04-20 | 北京赛博思工程技术研究院 | Steel construction assembled beam column node connecting device |
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