CN205935193U - Concrete frame with high steadiness beam column node - Google Patents
Concrete frame with high steadiness beam column node Download PDFInfo
- Publication number
- CN205935193U CN205935193U CN201620896118.1U CN201620896118U CN205935193U CN 205935193 U CN205935193 U CN 205935193U CN 201620896118 U CN201620896118 U CN 201620896118U CN 205935193 U CN205935193 U CN 205935193U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- concrete
- column node
- steel
- bean column
- Prior art date
- 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
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- 239000004567 concrete Substances 0.000 title claims abstract description 51
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 55
- 239000010959 steel Substances 0.000 claims abstract description 55
- 230000003014 reinforcing Effects 0.000 claims abstract description 34
- 238000009434 installation Methods 0.000 claims abstract description 17
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 4
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims description 29
- 240000005158 Phaseolus vulgaris Species 0.000 claims description 29
- 238000003466 welding Methods 0.000 claims description 6
- 238000003780 insertion Methods 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims description 3
- 230000000875 corresponding Effects 0.000 claims description 3
- 239000003351 stiffener Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 12
- 230000002787 reinforcement Effects 0.000 abstract description 6
- 210000003205 Muscles Anatomy 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 208000008425 Protein Deficiency Diseases 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000002708 enhancing Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Abstract
The utility model discloses a concrete frame with high steadiness beam column node, including 4 reinforcing bar concrete beam and 1 steel reinforced concrete column, the last beam column node mounting panel that is through connections that is equipped with of steel reinforced concrete column, still be equipped with the high strength steel web between four tip others of beam column node mounting panel and the reinforcing bar concrete beam, be equipped with the reinforcing bar trompil that has a perfect understanding in the beam column node mounting panel about being, a both ends difference welded fastening stiffening plate about the reinforcing bar trompil, be equipped with the reinforcing bar through -hole that corresponds with the reinforcing bar trompil in the stiffening plate, reinforcing bar trompil and the interior through connection post longitudinal reinforcement of reinforcing bar through -hole, still include a plurality of roof beam transverse reinforcement. The utility model discloses an optimal design adopts the integral node mounting structure of integration, has improved the steadiness of node installation, optimizes horizontal longitudinal reinforcement mounting structure, has reduced the construction degree of difficulty, has the characteristics that structural design is reasonable, the construction installation is convenient, the steadiness is high.
Description
Technical field
This utility model is related to technical field of buildings, particularly to a kind of concrete frame with high-stability bean column node
Frame.
Background technology
According to different building demands, there are different design structures in the concrete frame of its building, for using big
The camber line of area, choose outward, hollow, the design model such as irregular, need to ensure that building is open using space, to this most post and
Beam employs the mode of normal concrete structure and steel reinforced concrete structure modular design.But in the design frame column less and
Distribution is discrete, and in the case that cantilevered structure is many, the floow load of building needs to be carried on a shoulder pole and be delivered on a post by more joist support,
Single beam column undertakes that load is larger, and it is extremely complex with the design at post crossed node therefore to result in many beams, and construction can go out
Existing more technical barrier.
Existing majority beam and steel column be connected be connected in oblique intersect, it is many that framework beam steel is connected quantity with steel column, frame
Setting a roof beam in place, the angle being connected and node are many with steel column component for reinforcing bar.Come together on same stigma because many beams are oblique, in beam
Number of steel bars is intensive, leads to multistory reinforced overlapped in stigma node, and reinforcing bar controls difficulty relatively with steel column junction absolute altitude
Greatly, and due to steel column limited surface space, simple connecting plate, connector connects or Bar Anchorage scheme all can not meet work
Journey needs, and all kinds of reinforcing bars are interlaced, and locus are complicated, interts more difficult.
Utility model content
The purpose of this utility model is to solve above-mentioned deficiency, provides a kind of concrete with high-stability bean column node
Framework, has the characteristics that reasonable in design, construction and installation be convenient, steadiness is high.
The technical problem that this utility model is solved can employ the following technical solutions to realize：
A kind of concrete frame with high-stability bean column node, including 4 steel framed concrete beam and 1 reinforcing bar coagulation
Earth pillar, described steel framed concrete beam is in be horizontally disposed with, and described combined steel and concrete column is in be vertically arranged, on described combined steel and concrete column
It is provided with a bean column node installing plate connecting in insertion, described bean column node installing plate is in X-shaped structure, described bean column node peace
Dress four ends of plate are welded and fixed with the section steel flange of described steel framed concrete beam respectively, described four ends of bean column node installing plate
Portion is additionally provided with high strength steel web respectively and described steel framed concrete beam between, is provided with up and down in described bean column node installing plate
The reinforcing bar perforate of insertion, described reinforcing bar perforate upper and lower ends are respectively welded fixes a stiffening plate, is provided with and institute in described stiffening plate
State reinforcing bar perforate corresponding reinforcing bar through hole, run through connecting post longitudinal reinforcement in described reinforcing bar perforate and described reinforcing bar through hole, also wrap
Include some beam transverse steels.
Also include 2 normal concrete beams, described normal concrete beams are in be horizontally disposed with, described normal concrete beams and institute
State combined steel and concrete column fixed installation.
Described bean column node installing plate, described steel framed concrete beam and described high strength steel web are bolted peace
Dress.
Some described beam transverse steels are connected by anchoring, connector and ribbed stiffener weldering respectively with described combined steel and concrete column
Connect mixing fixed installation.
This utility model compared with prior art has following outstanding advantages and effect：This utility model is set by optimization
Meter, using integrated monoblock type node installation structure it is ensured that intersection area no weakened points between beam column, improves node installation
Steadiness, facilitate follow-up welding handling to install simultaneously, optimize transverse and longitudinal reinforcement installation structure, reduce difficulty of construction so as to
Connected mode is more scientific and reasonable, conveniently meet engineering design demand, effective guarantee engineering construction operation, has structure design
Rationally, the feature that construction and installation are convenient, steadiness is high.
Feature of the present utility model see the detailed description of this case schema and following preferable embodiment and obtains clear
Ground understands.
Brief description
Fig. 1 is combined steel and concrete column of the present utility model and bean column node installing plate combining structure schematic diagram；
Fig. 2 is overall structure diagram of the present utility model.
Specific embodiment
In order that technological means, creation characteristic, reached purpose and effect that this utility model is realized are easy to understand, under
Face combines and is specifically illustrating, and this utility model is expanded on further.
As shown in Figure 1 to Figure 2, a kind of concrete frame with high-stability bean column node that this utility model provides,
Including 4 steel framed concrete beam 8 and 1 combined steel and concrete column 1, also include 2 normal concrete beams 7, normal concrete beams 7 are in
It is horizontally disposed with, normal concrete beams 7 are fixedly mounted with combined steel and concrete column 1, steel framed concrete beam 8 is in be horizontally disposed with, and reinforcing bar mixes
Solidifying earth pillar 1 is in be vertically arranged, and combined steel and concrete column 1 is provided with a bean column node installing plate 2 connecting in insertion, and bean column node is pacified
Dress plate 2 is in X-shaped structure, is formed with integrated monoblock type node structure it is ensured that beam and post intersection area no weakened points, that is, reaches
To the requirement of the strong node of structure design, weak component, can easily ensure welding quality and follow-up transport simultaneously and hang
Fortune is installed, and 2 four ends of bean column node installing plate are welded and fixed with the section steel flange of steel framed concrete beam 8 respectively, and welding is all adopted
Connected with full penetration weld, 2 four ends of bean column node installing plate are additionally provided with high strength steel respectively and steel framed concrete beam 8 between
Web 3, bean column node installing plate 2, steel framed concrete beam 8 and high strength steel web 3 are bolted installation, and bolt is using rubbing
Wiping type high-strength bolt, easy to be reliable to ensure site construction technology, it is provided with the steel in up/down perforation in bean column node installing plate 8
Muscle perforate, reinforcing bar perforate upper and lower ends are respectively welded fixes a stiffening plate 4, is provided with steel corresponding with reinforcing bar perforate in stiffening plate 4
Muscle through hole, runs through connecting post longitudinal reinforcement 5 in reinforcing bar perforate and reinforcing bar through hole, the reinforcing bar perforate position in bean column node installing plate 2
At the edge of a wing, perforate defect rate controls within 20%, improves overall installation steadiness in conjunction with stiffening plate 4, increased whole
Body intensity, facilitates simultaneously and forms continuous insertion up and down, also includes some beam transverse steels 6, and some beam transverse steels 6 and reinforcing bar mix
Solidifying earth pillar 1 passes through anchoring respectively, connector connects and ribbed stiffener welding mixing fixed installation, solid using mixing according to process requirements
Mould-fixed, improves the convenience of construction, enhances the stable degree of installation.
This utility model passes through optimization design, using integrated monoblock type node installation structure it is ensured that phase between beam column
Hand over position no weakened points, improve the steadiness of node installation, facilitate follow-up welding handling to install simultaneously, optimize transverse and longitudinal reinforcing bar
Mounting structure, reduces difficulty of construction so as to connected mode is more scientific and reasonable, conveniently meets engineering design demand, effectively protects
Hinder engineering construction operation, had the characteristics that reasonable in design, construction and installation be convenient, steadiness is high.
As known by the technical knowledge, this utility model can be by the reality of other essence without departing from its spirit or essential feature
Apply scheme to realize.Therefore, embodiment disclosed above, for each side, is all merely illustrative, and is not only
's.All in the range of this utility model or be equal to the change in the range of this utility model all by this utility model bag
Contain.
Claims (4)
1. a kind of concrete frame with high-stability bean column node it is characterised in that：Including 4 steel framed concrete beam and 1
Root combined steel and concrete column, described steel framed concrete beam is in be horizontally disposed with, and described combined steel and concrete column is in be vertically arranged, described reinforcing bar
Concrete column is provided with a bean column node installing plate connecting in insertion, and described bean column node installing plate is in X-shaped structure, described
Four ends of bean column node installing plate are welded and fixed with the section steel flange of described steel framed concrete beam respectively, described bean column node peace
Dress four ends of plate are additionally provided with high strength steel web, in described bean column node installing plate respectively and described steel framed concrete beam between
It is provided with the reinforcing bar perforate in up/down perforation, described reinforcing bar perforate upper and lower ends are respectively welded fixes a stiffening plate, described stiffening plate
Inside it is provided with reinforcing bar through hole corresponding with described reinforcing bar perforate, in described reinforcing bar perforate and described reinforcing bar through hole, run through connecting post longitudinally
Reinforcing bar, also includes some beam transverse steels.
2. a kind of concrete frame with high-stability bean column node according to claim 1 it is characterised in that：Also wrap
Include 2 normal concrete beams, described normal concrete beams are in be horizontally disposed with, described normal concrete beams and described steel reinforced concrete
Post fixedly mounts.
3. a kind of concrete frame with high-stability bean column node according to claim 1 it is characterised in that：Described
Bean column node installing plate, described steel framed concrete beam and described high strength steel web are bolted installation.
4. a kind of concrete frame with high-stability bean column node according to claim 1 it is characterised in that：Some
Described beam transverse steel is connected by anchoring, connector and the fixing peace of ribbed stiffener welding mixing respectively with described combined steel and concrete column
Dress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620896118.1U CN205935193U (en) | 2016-08-12 | 2016-08-12 | Concrete frame with high steadiness beam column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620896118.1U CN205935193U (en) | 2016-08-12 | 2016-08-12 | Concrete frame with high steadiness beam column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935193U true CN205935193U (en) | 2017-02-08 |
Family
ID=57918274
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620896118.1U Expired - Fee Related CN205935193U (en) | 2016-08-12 | 2016-08-12 | Concrete frame with high steadiness beam column node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935193U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877545A (en) * | 2020-07-10 | 2020-11-03 | 中建钢构天津有限公司 | Connecting structure of concrete column and multi-angle concrete beam |
| CN113513089A (en) * | 2021-08-18 | 2021-10-19 | 青岛理工大学 | FRP (fiber reinforced plastic) wrapped crossed steel reinforced concrete column-H-shaped steel beam connecting node and mounting method |
-
2016
- 2016-08-12 CN CN201620896118.1U patent/CN205935193U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877545A (en) * | 2020-07-10 | 2020-11-03 | 中建钢构天津有限公司 | Connecting structure of concrete column and multi-angle concrete beam |
| CN113513089A (en) * | 2021-08-18 | 2021-10-19 | 青岛理工大学 | FRP (fiber reinforced plastic) wrapped crossed steel reinforced concrete column-H-shaped steel beam connecting node and mounting method |
| CN113513089B (en) * | 2021-08-18 | 2022-08-30 | 青岛理工大学 | FRP (fiber reinforced plastic) wrapped crossed steel reinforced concrete column-H-shaped steel beam connecting node and mounting 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170208 Termination date: 20170812 |