CN109281393A - The manufacturing method of assembly concrete frame structure beam column - Google Patents
The manufacturing method of assembly concrete frame structure beam column Download PDFInfo
- Publication number
- CN109281393A CN109281393A CN201710596422.3A CN201710596422A CN109281393A CN 109281393 A CN109281393 A CN 109281393A CN 201710596422 A CN201710596422 A CN 201710596422A CN 109281393 A CN109281393 A CN 109281393A
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- CN
- China
- Prior art keywords
- frame structure
- column
- connector
- beam column
- mold
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- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of manufacturing methods of assembly concrete frame structure beam column, the following steps are included: according to the sectional dimension of frame structure column and the Reinforcement Design beam column of beam, it is boxed out size and pore-forming mode according to the structure construction G- Design assembly concrete frame structure prefabricated punching slurry cross dimensions of anchor beam column connector, the position of pre-buried beam steel, anchorage length, reserved extension, the position of column vertical reinforcement, center hole, makes design drawing；The design of mold is carried out according to design drawing and turns over sample, and configures the mold of production connector；The reinforcing bar of Steel Reinforcing Bar Material and binding well cutting, reinforcing bar is fixed within mold by assembling die, and pre-buried pore-forming duct, the suspension centre sleeve of lifting；Concrete is injected among mold, is poured, the Structure Beam-column poured taking-up is conserved, concrete strength of joint section, quality increase substantially, and progress reaches the millimeter rank of assembly building requirements, while timber spent by a large amount of saving field cast-in-places.
Description
Technical field
The present invention relates generally to building field more particularly to a kind of manufacturers of assembly concrete frame structure beam column
Method.
Background technique
Existing assembly concrete frame structure beam column connection major way is to concrete cast-in-place side at the scene
Formula is attached, and main structure, principle are equal to traditional cast-in-place concrete structure, i.e., by the reserved anchoring steel of precast beam
Muscle is anchored at beam column node area, and the jointing of beam column is then ultimately formed by formwork supporting plate and cast-in-place concrete.
Problems and disadvantages existing for existing technology are, when the bottom reinforcement bars construction of beam it is complicated than if any it is two rows of or it is two rows of with
On reinforcing bar when, will form the beams of two or more axis directions assembled at the scene, due to the Liangqi steel of different axis directions
It is multilayer laminated above and below muscle to lift, seriously affect the lifting efficiency and the safety of structure of assembling structure.
Summary of the invention
In view of drawbacks described above in the prior art or deficiency, it is intended to provide the assembly that a kind of structure is safe, lifting is high-efficient
The manufacturing method of formula concrete frame structure beam column.
In a first aspect, a kind of manufacturing method of assembly concrete frame structure beam column, comprising the following steps:
According to the sectional dimension of frame structure column and the Reinforcement Design beam column of beam, according to structure construction G- Design assembly concrete
The prefabricated punching slurry cross dimensions of anchor beam column connector of frame structure, the position of pre-buried beam steel, anchorage length, reserved outer elongation
Degree, the position of column vertical reinforcement, center hole are boxed out size and pore-forming mode, and design drawing is made；
The design of mold is carried out according to design drawing and turns over sample, and configures the mold of production connector；
The reinforcing bar of Steel Reinforcing Bar Material and binding well cutting, reinforcing bar is fixed within mold by assembling die, and pre-buried pore-forming duct,
The suspension centre sleeve of lifting；
Concrete is injected among mold, is poured, the Structure Beam-column poured taking-up is conserved, after the completion of maintenance,
It tests, hands over construction site to construct after the assay was approved.
Optionally, the same bottom elevation in the bottom of connector is arranged 20mm high and infuses between connector bottom and lower box trestle
Pulp layer.
Optionally, center hole is boxed out, and size is 10mm or more bigger than the diameter of beam column vertical reinforcement, and center hole is vertical direction.
Optionally, each connector is numbered, the number information of connector is recorded on drawing, is infused on drawing
The structure of bright each connector uses position and installation direction.
Optionally, before pouring, protruding bar is done and wraps up protection, reserving hole channel is blocked with cork, embedded part is carried out
Position is fixed.
The utility model has the advantages that the manufacturing method of assembly concrete frame structure beam column of the invention, can effectively solve assembled
The multi-direction beam steel juxtaposition of the make of the cast-in-place beam column of concrete frame structure can not rationally be stacked according to design requirement
The problem of different layers beam bottom reinforcing bar, prefabricated is worn of the invention by the beam bottom reinforcing bar of complicated multi-direction beam is prefabricated through the invention
The heart is starched in anchor beam column connector, while the reinforcing bar of beam column is solved column vertical reinforcement by the method that punching starches anchor and passed through by the present invention
The problem of column beam joint.By the invention, live lifting efficiency improves 10 times or more, and concrete strength of joint section, quality are big
Amplitude improves, and progress reaches the millimeter rank of assembly building requirements, while timber spent by a large amount of saving field cast-in-places.
Specific embodiment
The application is described in further detail below with reference to embodiment.It is understood that tool described herein
Body embodiment is used only for explaining related invention, rather than the restriction to the invention.
It should be noted that in the absence of conflict, the features in the embodiments and the embodiments of the present application can phase
Mutually combination.The application is described in detail below in conjunction with embodiment.
The invention discloses a kind of manufacturing methods of assembly concrete frame structure beam column, comprising the following steps:
According to the sectional dimension of frame structure column and the Reinforcement Design beam column of beam, according to structure construction G- Design assembly concrete
The prefabricated punching slurry cross dimensions of anchor beam column connector of frame structure, the position of pre-buried beam steel, anchorage length, reserved outer elongation
Degree, the position of column vertical reinforcement, center hole are boxed out size and pore-forming mode, and design drawing is made；
The design of mold is carried out according to design drawing and turns over sample, and configures the mold of production connector；
The reinforcing bar of Steel Reinforcing Bar Material and binding well cutting, reinforcing bar is fixed within mold by assembling die, and pre-buried pore-forming duct,
The suspension centre sleeve of lifting；
Concrete is injected among mold, is poured, the Structure Beam-column poured taking-up is conserved, after the completion of maintenance,
It tests, hands over construction site to construct after the assay was approved.
Further, 20mm high is arranged in the same bottom elevation in the bottom of connector between connector bottom and lower box trestle
Grouting layer.
Further, center hole is boxed out, and size is 10mm or more bigger than the diameter of beam column vertical reinforcement, and center hole is vertical side
To.
Further, each connector is numbered, the number information of connector is recorded on drawing, on drawing
Indicate the structure of each connector uses position and installation direction.
Further, before pouring, to protruding bar do package protection, to reserving hole channel cork block, to embedded part into
Line position sets fixation.
The technical solution of present patent application mainly solve the bottom reinforcement bars construction in the prior art when beam it is complicated than if any
When the reinforcing bar of two or more rows, the beams of two or more axis directions assembled at the scene will form, due to not coaxial line
It is multilayer laminated above and below the Liangqi reinforcing bar in direction to lift, seriously affect assembling structure lifting efficiency and structure it is dangerous
The problem of property.According to the Reinforcement Design and sectional dimension of frame structure column and beam, it is prefabricated to design assembly concrete frame structure
Punching starches the cross dimensions of anchor beam column connector, and designs position and the anchorage length, reserved extension of pre-buried beam steel, if
The position of column vertical reinforcement is counted, punching pore size is boxed out size and pore-forming mode.Produce the beam-to-column joint connector that is prefabricated in the factory.
The connector is directly used in the beam-to-column joint of assembling frame structure, intersects complexity instead of original cast-in-place connection type reinforcing bar and hangs
Inefficiency is filled, difficulty of construction is big and quality is not easy the shortcomings that guaranteeing.
Above description is only the preferred embodiment of the application and the explanation to institute's application technology principle.Those skilled in the art
Member is it should be appreciated that invention scope involved in the application, however it is not limited to technology made of the specific combination of above-mentioned technical characteristic
Scheme, while should also cover in the case where not departing from the inventive concept, it is carried out by above-mentioned technical characteristic or its equivalent feature
Any combination and the other technical solutions formed.Such as features described above has similar function with (but being not limited to) disclosed herein
Can technical characteristic replaced mutually and the technical solution that is formed.
Claims (5)
1. a kind of manufacturing method of assembly concrete frame structure beam column, which comprises the following steps:
According to the sectional dimension of frame structure column and the Reinforcement Design beam column of beam, according to structure construction G- Design assembly concrete
The prefabricated punching slurry cross dimensions of anchor beam column connector of frame structure, the position of pre-buried beam steel, anchorage length, reserved outer elongation
Degree, the position of column vertical reinforcement, center hole are boxed out size and pore-forming mode, and design drawing is made；
The design of mold is carried out according to design drawing and turns over sample, and configures the mold of production connector；
The reinforcing bar of Steel Reinforcing Bar Material and binding well cutting, reinforcing bar is fixed within mold by assembling die, and pre-buried pore-forming duct,
The suspension centre sleeve of lifting；
Concrete is injected among mold, is poured, the Structure Beam-column poured taking-up is conserved, after the completion of maintenance,
It tests, hands over construction site to construct after the assay was approved.
2. the manufacturing method of assembly concrete frame structure beam column according to claim 1, which is characterized in that connector
The same bottom elevation in bottom, between connector bottom and lower box trestle be arranged 20mm high grouting layer.
3. the manufacturing method of assembly concrete frame structure beam column according to claim 1, which is characterized in that center hole
Size of boxing out is 10mm or more bigger than the diameter of beam column vertical reinforcement, and center hole is vertical direction.
4. the manufacturing method of assembly concrete frame structure beam column according to claim 1, which is characterized in that each
Connector is numbered, and the number information of connector is recorded on drawing, and the structure of each connector is indicated on drawing
Use position and installation direction.
5. the manufacturing method of assembly concrete frame structure beam column according to claim 1, which is characterized in that pouring
Before, package protection is done to protruding bar, reserving hole channel is blocked with cork, position is carried out to embedded part fixes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710596422.3A CN109281393A (en) | 2017-07-20 | 2017-07-20 | The manufacturing method of assembly concrete frame structure beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710596422.3A CN109281393A (en) | 2017-07-20 | 2017-07-20 | The manufacturing method of assembly concrete frame structure beam column |
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| Publication Number | Publication Date |
|---|---|
| CN109281393A true CN109281393A (en) | 2019-01-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710596422.3A Pending CN109281393A (en) | 2017-07-20 | 2017-07-20 | The manufacturing method of assembly concrete frame structure beam column |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202831203U (en) * | 2012-10-08 | 2013-03-27 | 沈阳建筑大学 | Assembly type concrete frame-shear wall split assembling structure and fabricative structure |
| CN104831812A (en) * | 2014-11-27 | 2015-08-12 | 高阳 | Whole assembly-type precast concrete frame structure, structural part production technology and mounting method |
| CN105804241A (en) * | 2016-03-22 | 2016-07-27 | 哈尔滨工业大学 | Single-layer prefabricated assembly type reinforced concrete beam-column joint |
| CN205875395U (en) * | 2016-08-02 | 2017-01-11 | 北京市建筑工程研究院有限责任公司 | Prestressing force is from restoring to throne assembled concrete frame beam column node |
-
2017
- 2017-07-20 CN CN201710596422.3A patent/CN109281393A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202831203U (en) * | 2012-10-08 | 2013-03-27 | 沈阳建筑大学 | Assembly type concrete frame-shear wall split assembling structure and fabricative structure |
| CN104831812A (en) * | 2014-11-27 | 2015-08-12 | 高阳 | Whole assembly-type precast concrete frame structure, structural part production technology and mounting method |
| CN105804241A (en) * | 2016-03-22 | 2016-07-27 | 哈尔滨工业大学 | Single-layer prefabricated assembly type reinforced concrete beam-column joint |
| CN205875395U (en) * | 2016-08-02 | 2017-01-11 | 北京市建筑工程研究院有限责任公司 | Prestressing force is from restoring to throne assembled concrete frame beam column node |
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Application publication date: 20190129 |