CN107761947A - Assembled beam-column connecting node and its construction method - Google Patents
Assembled beam-column connecting node and its construction method Download PDFInfo
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- CN107761947A CN107761947A CN201711266304.2A CN201711266304A CN107761947A CN 107761947 A CN107761947 A CN 107761947A CN 201711266304 A CN201711266304 A CN 201711266304A CN 107761947 A CN107761947 A CN 107761947A
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Abstract
The present invention relates to a kind of assembled beam-column connecting node and its construction method, belongs to prefabricated assembled concrete element structure technical field.A pre-buried round steel pipe is distinguished at four precast reinforced concrete beam centers in assembled beam-column connecting node, and the reinforcing bar in Prefabricated concrete-filled steel tube post and precast reinforced concrete beam need to overhang certain length, so as to colligation；Four round steel pipes are connected with four sides of steel core concrete column by bowl fastening type fastener respectively, integral with Prefabricated concrete-filled steel tube cylindricality；Prefabricated concrete-filled steel tube post and reinforced beam link position set steel corbel, to connect after supporting.The steel core concrete column of the present invention and reinforced beam attachment structure, meet the strong node of Aseismic Design, weak component, the design concept of strong column and weak beam；Power transmission is clearly reliable；Easy for construction, Site Welding workload is small；Node area can realize batch production, standardization.
Description
Technical field
The invention belongs to prefabricated assembled concrete element structure technical field, connects more particularly, to a kind of assembled beam-column
Connect node and its construction method.
Background technology
Assembly concrete building refers to based on the concrete prefabricated element with factorial praluction, pass through site-assembled side
The concrete structure class building construction of formula design-build.The assembly method of component pours overlapping layer concrete, steel after typically having scene
Pouring concrete connection etc. after muscle anchors, bar connecting can be connected, welded using sleeve grouting, mechanically connected and reserving hole overlaps
The ways such as connection.In the 1980s, in the popular prefabricated big plate house in China, due to structural integrity is poor, seepage,
The reasons such as cracks on floor slab, the hidden danger and defect of many influence structure safety and normal use be present, gradually by cast-in-place concrete knot
Structure is substituted.But with the application of current emerging prefabricated concrete structure, particularly introduce in recent years many external first
Enter technology, localized prefabricated concrete structure is built new technology and just gradually formed.
Precast reinforced concrete structure is one of important directions of China's building structure development, and it is advantageous to China's building
Industrialized development, improve production efficiency and save the energy, develop Green environmental-protection building, and be advantageous to improve and ensure to build work
Cheng Zhiliang.Compared with cast-in-situ construction method, assembled reinforced concrete structure is advantageous to green construction because fabricated construction can more meet it is green
Saving land, save, saving the requirement such as material, water saving and environmental protection for color construction, reduces the negative effect to environment, including reduce and make an uproar
Sound, airborne dust is prevented, is reduced environmental pollution, transport is cleaned, reduces place interference, saves resource and the energy such as water, electricity, material, abided by
Follow the principle of sustainable development.Moreover, fabricated construction can continuously complete multiple or whole processes of engineering in order, from
And the engineering machinery type and quantity marched into the arena are reduced, the time of resting of procedure connection is eliminated, realizes interchange operation, reduction is applied
Worker person, so as to improve work efficiency, reduction supplies consumption, reduce environmental pollution, provided safeguard for green construction.In addition, assembled
Structure largely reduces building waste (account for municipal refuse total amount 30% -40%), such as steel scrap muscle, waste iron wire, useless bamboo
Timber, discarded concrete etc..
Although prefabricated integral frame structure there are many benefits, exist during practice of construction at connecting node
Many technical barriers, lifting components are not easy to carry out construction positioning, and then reduce construction quality and efficiency of assembling；It is overall to assembling
For formula frame structure, beam-post connection is construction key place again, and the bar connecting of beam-post connection is more using machinery at present
Sleeve connection, be welded to connect or wet type connection etc. form；And these connecting nodes there is construction is complicated, power transmission not directly,
The problems such as working procedure is more.
The content of the invention
In order to solve above-mentioned technical problem, the invention provides a kind of assembled beam-column connecting node and its construction party
Method.Hollow steel pipe concrete column and the reinforced beam attachment structure of the present invention, meet the strong node of Aseismic Design, weak component,
The design concept of strong column and weak beam；Power transmission is clearly reliable, Site Welding workload is small；Meet to simplify now on the premise of strength performance
The connecting structure of field construction interior joint, facilitates execute-in-place, simplifies construction technology, reduce assembling duration.
To achieve these goals, the technical solution adopted by the present invention is：
Assembled beam-column connecting node, including Prefabricated concrete-filled steel tube post（1）, precast reinforced concrete beam（2）, bowl fastening type fastener
（3）, steel corbel（4）, reserved longitudinal reinforcement in Prefabricated concrete-filled steel tube post（5）, it is reserved vertical in precast reinforced concrete beam
To reinforcing bar（6）, pre-buried round steel pipe（7）, steel hoop cage（8）, embedded steel tube in prefabricated reinforced concrete column（9）And circle
Shape coupling（10）；Four precast reinforced concrete beams（2）Distinguish a pre-buried round steel pipe in center（7）, prefabricated steel pipe mixes
Solidifying earth pillar（1）There is embedded steel tube at center（9）, precast reinforced concrete beam（2）In have reserved longitudinal reinforcement（6）, prefabricated steel pipe mixes
Solidifying earth pillar（1）In have reserved longitudinal reinforcement（5）, and Prefabricated concrete-filled steel tube post（1）Reserved longitudinal reinforcement（5）And pre-manufactured steel
Concrete Beam Reinforced（2）In reserved longitudinal reinforcement（6）Certain length need to be overhang, so as to colligation；In precast reinforced concrete beam
Reserved longitudinal reinforcement（6）Anchor into steel hoop cage（8）, the reserved longitudinal reinforcement in precast reinforced concrete beam（6）Visual tool
In body situation it is curved or under it is curved, ensure anchoring；Pre-buried round steel pipe（7）One end connects round steel pipe joint（10）, four pre-buried circles
Shape steel pipe（7）Respectively with steel core concrete column（1）Four sides pass through bowl fastening type fastener（3）Connection, with prefabricated steel tube concrete
Earth pillar (1）Form overall, bowl fastening type fastener（3）It is provided at both ends with bowl buckle（3-1）, lower bowl buckle（3-2）；Prefabricated concrete-filled steel tube
Post（1）With reinforced beam（2）Link position sets steel corbel（4）, in order to connect after supporting.
Further, the precast concrete column in described assembled beam-column connecting node, using Prefabricated concrete-filled steel tube
Post（1）.
Further, described steel hoop cage（8）, connected using shear hoop with steel hoop spot welding.
Further, described Prefabricated concrete-filled steel tube post（1）And precast reinforced concrete beam（2）Node point connection is propped up
If template, using annular bed die thickness 15mm plank sheathing, annular side form thickness 5mm three-ply boards, flitch, galvanized sheet processing
The template of composition.
Further, described Prefabricated concrete-filled steel tube post（1）And precast reinforced concrete beam（2）Concrete at node
Using C30 microdilatancy self-compacting concretes.
Further, a kind of construction method of assembled beam-column connecting node, comprises the following steps：Specific construction step：
During construction, first by Prefabricated concrete-filled steel tube post（1）Installation is in place, then installs annular bed die, annular bed die install after i.e.
Steel reinforcement cage can be carried out（8）Lifting, ensure steel reinforcement cage（8）Level packs into steel core concrete column（1）Pre-buried round steel pipe（7）In,
Next by precast reinforced concrete beam（2）It is supported on Prefabricated concrete-filled steel tube post（1）With reinforced beam（2）Link position
The steel corbel of setting（4）On, and then again by precast reinforced concrete beam（2）In pre-buried round steel pipe（7））It is inserted into connection
At node, with bowl fastening type fastener（3）Precast reinforced concrete beam will be embedded in（2）In steel pipe（7）And Prefabricated concrete-filled steel tube
Post（1）In pre-buried round steel pipe（7）It is connected, while by whole Prefabricated concrete-filled steel tube posts（1）In reserved longitudinal steel
Muscle（5）, precast reinforced concrete beam（2）In reserved longitudinal reinforcement（6）And steel reinforcement cage（8）Colligation is together, then pre- at its
Steel core concrete column processed（1）And precast reinforced concrete beam（2）Position of joints branch annular side template, after installing, uses automobile
Pump pours self compacting ability concrete, to strengthen vibrating in casting process, ensure the density of concrete, wait concreting to finish
Afterwards, covered rearing with plastic film is taken to conserve, timing is sprinkled water, and ensures concrete surface moistening；Wait after the completion of conserving, carry out form removal, i.e.,
The installation of assembled integral beam-column can be completed.
Beneficial effects of the present invention：
It is an advantage of the invention that the simple installation of beam column, be easy to be accurately positioned, disclosure satisfy that the strong node of Aseismic Design, weak component,
The design concept of strong column and weak beam；Quick construction is convenient, joints overall performance is good, it is attractive in appearance not influence node；Node area can be with
Realize batch production, standardization.
Brief description of the drawings
Fig. 1 is the cross-sectional schematic diagram of beam-to-column joint of the assembled beam-column connecting node.
Fig. 2 is the beam-to-column joint A-A profile schematic diagrames of the assembled beam-column connecting node.
Fig. 3 is the front view of the beam column fastener for connection node of the assembled beam-column connecting node.
Fig. 4 is the top view of the Prefabricated concrete-filled steel tube post of the assembled beam-column connecting node.
Number explanation in figure：1 is Prefabricated concrete-filled steel tube post；2 be precast reinforced concrete beam；3 be bowl fastening type fastener；3-
1 is upper bowl buckle；3-2 is lower bowl buckle；4 be steel corbel；5 be the reserved longitudinal reinforcement in Prefabricated concrete-filled steel tube post；6 be pre-manufactured steel
Reserved longitudinal reinforcement in Concrete Beam Reinforced；7 be the pre-buried round steel pipe in precast reinforced concrete beam；8 be steel hoop cage；
9 be the embedded steel tube in prefabricated reinforced concrete column；10 be round steel pipe joint.
Embodiment
In order to further illustrate the present invention, below in conjunction with the accompanying drawings and the present invention is described in detail embodiment, but not
They can be interpreted as limiting the scope of the present invention.
Embodiment
As shown in Fig. 1 ~ 4, four precast reinforced concrete beams（2）Distinguish a pre-buried round steel pipe in center（7）, pre-manufactured steel
Pipe concrete column（1）There is embedded steel tube at center（9）, precast reinforced concrete beam（2）In have reserved longitudinal reinforcement（6）, pre-manufactured steel
Pipe concrete column（1）In have reserved longitudinal reinforcement（5）, and Prefabricated concrete-filled steel tube post（1）Reserved longitudinal reinforcement（5）With it is pre-
Reinforced beam processed（2）In reserved longitudinal reinforcement（6）Certain length need to be overhang, so as to colligation；Prefabricated reinforced concrete
Reserved longitudinal reinforcement in beam（6）Anchor into steel hoop cage（8）, the reserved longitudinal reinforcement in precast reinforced concrete beam（6）Can
Depending on it is curved in concrete condition or under it is curved, ensure anchoring；Steel hoop cage（8）, connected using shear hoop with steel hoop spot welding；In advance
Steel core concrete column processed（1）And precast reinforced concrete beam（2）The template that node point connection is installed is thick using annular bed die
15mm plank sheathing, annular side form thickness 5mm three-ply boards, flitch, the template of galvanized sheet processing composition；Prefabricated steel tube concrete
Earth pillar（1）And precast reinforced concrete beam（2）Concrete at node uses C30 microdilatancy self-compacting concretes.
As shown in figure 3, pre-buried round steel pipe（7）One end connects round steel pipe joint（10）, four pre-buried round steel pipes（7）
Respectively with steel core concrete column（1）Four sides pass through bowl fastening type fastener（3）Connection, with Prefabricated concrete-filled steel tube post (1）Shape
It is integral, bowl fastening type fastener（3）It is provided at both ends with bowl buckle（3-1）, lower bowl buckle（3-2）.
As shown in figure 4, Prefabricated concrete-filled steel tube post（1）With reinforced beam（2）Link position sets steel corbel（4）,
In order to connect after supporting.
Specific construction step：During construction, first by Prefabricated concrete-filled steel tube post（1）Installation is in place, then installs annular bed die,
Annular bed die can carry out steel reinforcement cage after installing（8）Lifting, ensure steel reinforcement cage（8）Level packs into steel core concrete column（1）
Pre-buried round steel pipe（7）In, next by precast reinforced concrete beam（2）It is supported on Prefabricated concrete-filled steel tube post（1）With steel
Concrete Beam Reinforced（2）The steel corbel that link position is set（4）On, and then again by precast reinforced concrete beam（2）In it is pre-buried
Round steel pipe（7））It is inserted at connecting node, with bowl fastening type fastener（3）Precast reinforced concrete beam will be embedded in（2）In steel
Pipe（7）With Prefabricated concrete-filled steel tube post（1）In pre-buried round steel pipe（7）It is connected, while will whole prefabricated steel tube concretes
Earth pillar（1）In reserved longitudinal reinforcement（5）, precast reinforced concrete beam（2）In reserved longitudinal reinforcement（6）And steel reinforcement cage（8）
Colligation together, then in its Prefabricated concrete-filled steel tube post（1）And precast reinforced concrete beam（2）Position of joints branch annular side form
Plate, after installing, self compacting ability concrete is poured with automotive pump, to strengthen vibrating in casting process, ensure the close of concrete
Reality, after waiting concreting, covered rearing with plastic film is taken to conserve, timing is sprinkled water, and ensures concrete surface moistening；Wait to support
After the completion of shield, form removal is carried out, you can complete the installation of assembled integral beam-column.
Claims (6)
1. a kind of assembled beam-column connecting node, including Prefabricated concrete-filled steel tube post（1）, precast reinforced concrete beam（2）, bowl buckle
Formula fastener（3）, steel corbel（4）, reserved longitudinal reinforcement in Prefabricated concrete-filled steel tube post（5）, in precast reinforced concrete beam
Reserved longitudinal reinforcement（6）, pre-buried round steel pipe（7）, steel hoop cage（8）, embedded steel tube in prefabricated reinforced concrete column（9）
And round steel pipe joint（10）, it is mainly characterized by：Four described precast reinforced concrete beams（2）Center difference pre-buried one
Individual round steel pipe（7）, Prefabricated concrete-filled steel tube post（1）There is embedded steel tube at center（9）, precast reinforced concrete beam（2）In have it is pre-
Stay longitudinal reinforcement（6）, Prefabricated concrete-filled steel tube post（1）In have reserved longitudinal reinforcement（5）, and Prefabricated concrete-filled steel tube post（1）
Reserved longitudinal reinforcement（5）And precast reinforced concrete beam（2）In reserved longitudinal reinforcement（6）Certain length need to be overhang, with
Just colligation；Reserved longitudinal reinforcement in precast reinforced concrete beam（6）Anchor into steel hoop cage（8）, precast reinforced concrete beam
In reserved longitudinal reinforcement（6）In visual concrete condition it is curved or under it is curved, ensure anchoring；Pre-buried round steel pipe（7）One end connection circle
Shape coupling（10）, four pre-buried round steel pipes（7）Respectively with steel core concrete column（1）Four sides pass through bowl fastening type button
Part（3）Connection, with Prefabricated concrete-filled steel tube post (1）Form overall, bowl fastening type fastener（3）It is provided at both ends with bowl buckle（3-1）, under
Bowl buckle（3-2）；Prefabricated concrete-filled steel tube post（1）With reinforced beam（2）Link position sets steel corbel（4）, in order to prop up
Connected after support.
2. assembled beam-column connecting node according to claim 1, it is characterised in that：Described assembled beam-post connection
Precast concrete column in node, using Prefabricated concrete-filled steel tube post（1）.
A kind of 3. assembled beam-column connecting node according to claim 1, it is characterised in that：Described steel hoop cage
（8）, connected using shear hoop with steel hoop spot welding.
A kind of 4. assembled beam-column connecting node according to claim 1, it is characterised in that：Described prefabricated steel tube concrete
Earth pillar（1）And precast reinforced concrete beam（2）The template that node point connection is installed, using annular bed die thickness 15mm wooden model
Plate, annular side form thickness 5mm three-ply boards, flitch, the template of galvanized sheet processing composition.
A kind of 5. assembled beam-column connecting node according to claim 1, it is characterised in that：Described prefabricated steel tube concrete
Earth pillar（1）And precast reinforced concrete beam（2）Concrete at node uses C30 microdilatancy self-compacting concretes.
A kind of 6. construction method of assembled beam-column connecting node, it is characterised in that：Comprise the following steps：, first will be pre- during construction
Steel core concrete column processed（1）Installation is in place, then installs annular bed die, annular bed die can carry out steel reinforcement cage after installing
（8）Lifting, ensure steel reinforcement cage（8）Level packs into steel core concrete column（1）Pre-buried round steel pipe（7）In, next will be prefabricated
Reinforced beam（2）It is supported on Prefabricated concrete-filled steel tube post（1）With reinforced beam（2）The steel corbel that link position is set
（4）On, and then again by precast reinforced concrete beam（2）In pre-buried round steel pipe（7））It is inserted at connecting node, with bowl
Button fastener（3）Precast reinforced concrete beam will be embedded in（2）In steel pipe（7）With Prefabricated concrete-filled steel tube post（1）In it is pre-
Bury round steel pipe（7）It is connected, while by whole Prefabricated concrete-filled steel tube posts（1）In reserved longitudinal reinforcement（5）, pre-manufactured steel
Concrete Beam Reinforced（2）In reserved longitudinal reinforcement（6）And steel reinforcement cage（8）Colligation together, then in its Prefabricated concrete-filled steel tube
Post（1）And precast reinforced concrete beam（2）Position of joints branch annular side template, after installing, self-compaction is poured with automotive pump
Property concrete, to strengthen vibrating in casting process, ensure the density of concrete, after waiting concreting, take plastics
Film covering curing, timing are sprinkled water, and ensure concrete surface moistening；Wait after the completion of conserving, carry out form removal, you can it is whole to complete assembling
The installation of body formula beam-column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711266304.2A CN107761947A (en) | 2017-12-05 | 2017-12-05 | Assembled beam-column connecting node and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711266304.2A CN107761947A (en) | 2017-12-05 | 2017-12-05 | Assembled beam-column connecting node and its construction method |
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| CN107761947A true CN107761947A (en) | 2018-03-06 |
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| CN201711266304.2A Withdrawn CN107761947A (en) | 2017-12-05 | 2017-12-05 | Assembled beam-column connecting node and its construction method |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108751926A (en) * | 2018-07-19 | 2018-11-06 | 贵州磷镁材料有限公司 | The cast-in-place phosphorus magnesium concrete of prefabricated node of column and beam based on phosphorus magnesium material and construction method |
| CN109881776A (en) * | 2019-02-26 | 2019-06-14 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | A kind of assembling prefabricated reinforced concrete tubular column structure and construction method |
| CN109881777A (en) * | 2019-03-05 | 2019-06-14 | 山东建筑大学 | A kind of assembled high tenacity cement-base composite material bean column node |
| CN110080396A (en) * | 2019-05-21 | 2019-08-02 | 杜鸣川 | A kind of modified assembled architecture cage six-way section and its assembly method |
| CN110206140A (en) * | 2019-04-23 | 2019-09-06 | 江苏省建筑设计研究院有限公司 | The overlapped joints of rectangular steel-tube concrete column and beams of concrete |
| CN111549949A (en) * | 2020-05-22 | 2020-08-18 | 浙江大学建筑设计研究院有限公司 | Well word steel pipe reinforcement does not have roof beam superstructure structure |
| WO2021147140A1 (en) * | 2020-01-22 | 2021-07-29 | 青岛理工大学 | Wooden beam-column combining joint with bowl-shaped snap and installation method |
| WO2021147141A1 (en) * | 2020-01-22 | 2021-07-29 | 青岛理工大学 | Steel-wood composite engagement slot joint and installation method therefor |
| CN113605540A (en) * | 2021-06-30 | 2021-11-05 | 江苏晟功建设集团有限公司 | Assembled steel-concrete structure column-beam unbonded prestressed node structure and construction method |
-
2017
- 2017-12-05 CN CN201711266304.2A patent/CN107761947A/en not_active Withdrawn
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108751926A (en) * | 2018-07-19 | 2018-11-06 | 贵州磷镁材料有限公司 | The cast-in-place phosphorus magnesium concrete of prefabricated node of column and beam based on phosphorus magnesium material and construction method |
| CN109881776A (en) * | 2019-02-26 | 2019-06-14 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | A kind of assembling prefabricated reinforced concrete tubular column structure and construction method |
| CN109881777A (en) * | 2019-03-05 | 2019-06-14 | 山东建筑大学 | A kind of assembled high tenacity cement-base composite material bean column node |
| CN109881777B (en) * | 2019-03-05 | 2024-03-22 | 山东建筑大学 | Assembled high-toughness cement-based composite material beam column joint |
| CN110206140A (en) * | 2019-04-23 | 2019-09-06 | 江苏省建筑设计研究院有限公司 | The overlapped joints of rectangular steel-tube concrete column and beams of concrete |
| CN110080396A (en) * | 2019-05-21 | 2019-08-02 | 杜鸣川 | A kind of modified assembled architecture cage six-way section and its assembly method |
| WO2021147140A1 (en) * | 2020-01-22 | 2021-07-29 | 青岛理工大学 | Wooden beam-column combining joint with bowl-shaped snap and installation method |
| WO2021147141A1 (en) * | 2020-01-22 | 2021-07-29 | 青岛理工大学 | Steel-wood composite engagement slot joint and installation method therefor |
| CN111549949A (en) * | 2020-05-22 | 2020-08-18 | 浙江大学建筑设计研究院有限公司 | Well word steel pipe reinforcement does not have roof beam superstructure structure |
| CN113605540A (en) * | 2021-06-30 | 2021-11-05 | 江苏晟功建设集团有限公司 | Assembled steel-concrete structure column-beam unbonded prestressed node structure and construction method |
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Application publication date: 20180306 |