CN111075015A - Socket joint type prefabricated steel-concrete joint - Google Patents
Socket joint type prefabricated steel-concrete joint Download PDFInfo
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- CN111075015A CN111075015A CN201911288398.2A CN201911288398A CN111075015A CN 111075015 A CN111075015 A CN 111075015A CN 201911288398 A CN201911288398 A CN 201911288398A CN 111075015 A CN111075015 A CN 111075015A
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- concrete
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- steel sleeve
- sleeve
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- 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
-
- 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 socket joint type prefabricated steel-concrete joint which is simple in structure and convenient to construct. The socket joint type prefabricated steel-concrete node comprises an upper concrete column section (2) and a lower concrete column section (1) to be connected, at least one concrete beam section (31) and at least one concrete beam section (32), a column steel sleeve (4) and at least one beam steel sleeve (51) and at least one beam steel sleeve (52); the ends of the upper concrete column section (2) and the lower concrete column section (1) are opposite and are sleeved in the column steel sleeve (4) in a loose fit manner, the beam steel sleeve (5) is detachably and fixedly connected with the outer side surface of the column steel sleeve (4), and the end of the concrete beam section (3) is sleeved in the beam steel sleeve (5) in a loose fit manner; gaps between the ends of the upper concrete column segment (2) and the lower concrete column segment (1) and the column steel sleeve (4) are densely filled with epoxy mortar, and gaps between the ends of the concrete beam segments (3) and the beam steel sleeve (5) are densely filled with epoxy mortar.
Description
Technical Field
The invention belongs to the technical field of prefabricated assembled building structure components, and particularly relates to a sleeved prefabricated steel-concrete joint which is simple in structure and convenient to construct.
Background
In recent years, with the rapid development of the economy of China, the scale of infrastructure is always in the forefront of the world, the call for the industrialization of the building industry is higher and higher, and the demand is more and more urgent. The country also has a policy to vigorously develop and popularize the fabricated building, starts with the aspects of land giving links, financial subsidies, preferential tax policies and the like, and encourages developers to develop the fabricated building.
The prefabricated assembly structure system is beneficial to the development of building industrialization, is beneficial to saving resource and energy, reducing construction pollution, and improving the labor production efficiency and quality safety level, and is a hotspot which is widely concerned in recent years.
According to the current research conditions at home and abroad, some problems and limitations exist, and the main problems and limitations are as follows:
1) the existing fabricated reinforced concrete building adopts a concrete or cement slurry pouring mode to connect beam and column joints in construction, the problem of connection of the column joints is easy to occur, namely, the joint error is large due to the size deviation of frame beams and column members, the concrete vibration is difficult due to the small operation space of the joint construction, the performance and the quality are influenced and limited by the on-site construction quality, and the advantages of the fabricated structure are not fully exerted.
2) The node design is comparatively complicated, and the accessory is also comparatively difficult to tear open and trade.
In summary, the prior art has the following problems: the beam column joint structure of the fabricated building is complex and inconvenient to construct.
Disclosure of Invention
The invention aims to provide a socket joint type prefabricated steel-concrete joint which is simple in structure and convenient to construct.
The technical solution for realizing the purpose of the invention is as follows:
a socket joint type prefabricated steel-concrete node comprises upper and lower concrete column sections 1 and 2 to be connected, at least one concrete beam section 31 and 32, a column steel sleeve 4 and at least one beam steel sleeve 51 and 52;
the ends of the upper concrete column section 1 and the lower concrete column section 2 are opposite and are sleeved in the column steel sleeve 4 in a loose fit manner, the beam steel sleeve 5 is detachably and fixedly connected with the outer side surface of the column steel sleeve 4, and the end of the concrete beam section 3 is sleeved in the beam steel sleeve 5 in a loose fit manner;
gaps between the ends of the upper concrete column section 1 and the lower concrete column section 2 and the column steel sleeve 4 are densely filled with epoxy mortar, and gaps between the ends of the concrete beam sections 3 and the beam steel sleeve 5 are densely filled with epoxy mortar.
Compared with the prior art, the invention has the following remarkable advantages:
1. the structure is simple: according to the invention, all main parts are prefabricated in a factory, the beam sections and the column sections are connected by bolts, and a complete node is formed after the bolt connection is finished.
2. The construction is convenient: the beam sections and the column sections are connected by bolts instead of a common cast-in-place mode to complete the joint areas, concrete does not need to be poured during site construction, a concrete vibrating process which is difficult due to small operation space of the joint construction is omitted, steel bar anchoring operation is not needed, and the construction process is simplified.
The invention is described in further detail below with reference to the figures and the detailed description.
Drawings
Fig. 1 is a schematic perspective view of the socket joint type prefabricated steel-concrete joint of the present invention.
Fig. 2 is a schematic diagram of beam column steel sleeve connection.
Fig. 3 is an exploded view of fig. 2.
Fig. 4 is a top view of fig. 2.
Fig. 5 is a sectional structure view of fig. 2.
Fig. 6 is a schematic view of the lower concrete column segment installation.
Fig. 7 is a schematic view of the upper concrete column segment installation.
Fig. 8 is a schematic view of the installation of a single-sided concrete beam segment.
Figure 9 is a schematic illustration of the installation of a double sided concrete beam segment.
In the figure, a lower concrete column section 1, a column upper through hole 11, an upper concrete column section 2, a column upper through hole 21, concrete beam sections 31 and 32, a column steel sleeve 4, a column steel sleeve hole 41, beam steel sleeves 51 and 52, beam steel sleeve flanges 511 and 521 and a high-strength bolt 6.
Detailed Description
As shown in fig. 1 and 2, the socket joint type prefabricated steel-concrete node comprises an upper concrete column section 2, a lower concrete column section 1, at least one concrete beam section 31, 32, a column steel sleeve 4 and at least one beam steel sleeve 51, 52;
the ends of the upper concrete column section 2 and the lower concrete column section 1 are opposite and are sleeved in the column steel sleeve 4 in a loose fit manner, the beam steel sleeve 5 is detachably and fixedly connected with the outer side surface of the column steel sleeve 4, and the end of the concrete beam section 3 is sleeved in the beam steel sleeve 5 in a loose fit manner;
gaps between the ends of the upper concrete column segment 2 and the lower concrete column segment 1 and the column steel sleeve 4 are densely filled with epoxy mortar, and gaps between the ends of the concrete beam segments 3 and the beam steel sleeve 5 are densely filled with epoxy mortar.
As also shown in fig. 1 and 2, preferably, there are two concrete beam segments 31 and 32, which are respectively located at two opposite sides of the column steel jacket 4, and the respective ends of the two concrete beam segments are respectively loosely fitted and sleeved in a beam steel jacket 51 and 52;
the two beam steel sleeves 51 and 52 are provided with beam steel sleeve flanges 511 and 521 at the ends close to the column steel sleeve 4, two opposite side surfaces of the column steel sleeve 4 are provided with a plurality of column steel sleeve holes 41 corresponding to screw holes of the beam steel sleeve flanges 511 and 521, and the two beam steel sleeves 51 and 52 are detachably and fixedly connected through a high-strength bolt 6 penetrating through the column steel sleeve hole 41. As shown in fig. 3.
Preferably, the ends of the upper and lower concrete column sections 2, 1 are provided with through holes 21, 11 for high strength bolts 6 to pass through.
The high-strength bolt 6 penetrates through the through holes 21 and 11 at the end parts of the upper concrete column section 2 and the lower concrete column section 1, so that the left concrete beam section and the right concrete beam section are integrally pulled, and the upper concrete column section and the lower concrete column section are integrally pulled with the left concrete beam section and the right concrete beam section, so that the connection is firmer.
The beam steel sleeve flanges 511 and 521 are blind plates with peripheries larger than the peripheries of the beam steel sleeves 51 and 52, and the screw holes are located on the edges of the beam steel sleeve flanges 511 and 521, which exceed the peripheries of the beam steel sleeves 51 and 52.
The basic design concept of the invention is as follows:
the steel structure outside the node can bear certain external force, so that the node has a remarkable reinforcing effect, meanwhile, the axial force, the bending moment and the shearing force of the beam column can be transmitted through the steel sleeve and the high-strength bolt, and the node structure has an action mechanism similar to that of a human joint. The concrete column section, the concrete beam section, the column steel sleeve section and the beam steel sleeve section are all prefabricated in a factory, and bolt holes are reserved in the column and the beam steel sleeve. After the prefabrication and pouring of the concrete beam are finished, the concrete beam is sleeved into a beam steel sleeve, and epoxy mortar is poured into the joint of the end heads for bonding; and reserving a pore channel corresponding to the steel bushing bolt hole on the concrete column, sleeving the concrete column into a column steel bushing after pouring, pouring epoxy mortar into the joint of the end heads for bonding, and connecting the sleeved beam section to the sleeved column section by using a high-strength bolt to penetrate through the pore channel reserved on the column and the bolt hole on the steel bushing so as to finally form the sleeved prefabricated steel-concrete node.
Compared with the prior art, the invention has the advantages of fewer processes, convenient installation, convenient control of each process, better control of construction quality, obvious improvement of the assembly and industrialization degree of a concrete structure, convenient construction, reduction of construction difficulty, improvement of construction speed and production efficiency of buildings, shortening of construction period and reduction of construction cost; if the component is damaged, the component of the node system is convenient to replace, so that the maintenance cost of the structure can be reduced, and the maintenance process is simplified; the node form is also suitable for a wood frame structure system and has similar production and construction procedures. In conclusion, the node structure system can generate good economic benefit when being popularized and applied in the fabricated building.
The construction process of the socket joint type prefabricated steel-concrete joint of the present invention is described in the following with an embodiment.
The upper concrete column section 2, the lower concrete column section 1, the first and second concrete beam sections 31 and 32, the column steel sleeve 4, the first and second beam steel sleeves 51 and 52 are prefabricated in a factory in advance, bolt holes are reserved in the column steel sleeve 4 and the beam steel sleeves 51 and 52 during manufacturing, and bolt holes penetrating through the column body are reserved in corresponding positions of the upper and lower concrete column sections 2 and 1 during manufacturing.
After the prefabricated parts are transported to the site, the prefabricated parts are installed according to the installation process shown in fig. 6 to 9.
Firstly hoisting a column steel sleeve 4, inserting a first concrete column segment 1 into the column steel sleeve 4 from bottom to top, inserting a second concrete column segment into the column steel sleeve 4 from top to bottom, or placing the column steel sleeve 4 on the ground for installation, pouring epoxy mortar into joints for bonding, installing and fixing the first concrete beam segment 31 and the second concrete beam segment 32, respectively inserting the first concrete beam segment 31 and the second concrete beam segment 32 into the beam steel sleeve 5, oppositely placing the first concrete beam segment 31 and the second concrete beam segment 32, pouring epoxy mortar into the joints for bonding, then installing the installed and fixed first concrete beam segment 31 and the installed and fixed second concrete beam segment 32 on the fixed column segment, namely, penetrating a hole reserved on the column segment, a hole reserved on the column steel sleeve 4 and a bolt hole reserved on the beam steel sleeve 5 through a high-strength bolt to install the sleeved and fixed first concrete beam segment 31, the installed and fixed second concrete beam segment 32, The second concrete beam segments 32 are connected to the column segments and to each other, thereby completing the construction of the entire telescopic joint.
The sleeve joint type node assembled by the method can obviously improve the assembly and industrialization degree of a concrete structure, is convenient to construct, reduces the construction difficulty, improves the construction speed and the production efficiency of a building, shortens the construction period and reduces the construction cost; meanwhile, if the component is damaged, the component of the node system is convenient to replace, so that the maintenance cost of the structure can be reduced, and the maintenance process is simplified; the node form is also suitable for a wood frame structure system and has similar production and construction procedures. Therefore, the structure system can produce good economic benefit when being popularized and applied in the assembled building structure.
Claims (4)
1. The utility model provides a prefabricated steel of muff-coupling-type-concrete node, includes upper and lower concrete column segment (2, 1), at least one concrete beam segment (31, 32) that wait to connect, its characterized in that:
the steel column sleeve (4) and at least one beam steel sleeve (51, 52) are further included;
the ends of the upper concrete column section (2) and the lower concrete column section (1) are opposite and are sleeved in the column steel sleeve (4) in a loose fit manner, the beam steel sleeve (5) is detachably and fixedly connected with the outer side surface of the column steel sleeve (4), and the end of the concrete beam section (3) is sleeved in the beam steel sleeve (5) in a loose fit manner;
gaps between the ends of the upper concrete column segment (2) and the lower concrete column segment (1) and the column steel sleeve (4) are densely filled with epoxy mortar, and gaps between the ends of the concrete beam segments (3) and the beam steel sleeve (5) are densely filled with epoxy mortar.
2. The socketed prefabricated steel-concrete node of claim 1, wherein:
the two concrete beam sections (31, 32) are respectively positioned at two opposite sides of the column steel sleeve (4), and the respective ends of the two concrete beam sections are respectively sleeved in one beam steel sleeve (51, 52) in a loose fit manner;
two the tip that roof beam steel bushing (51, 52) are close to post steel bushing (4) is equipped with roof beam steel bushing flange (511, 521), the relative both sides face of post steel bushing (4) is equipped with a plurality of post steel bushing holes (41) that correspond with roof beam steel bushing flange (511, 521) screw, two roof beam steel bushings (51, 52) are in order to pass the removable fixed connection of high strength bolt (6) of post steel bushing hole (41).
3. The socketed prefabricated steel-concrete node of claim 2, wherein:
the ends of the upper concrete column segment and the lower concrete column segment (2 and 1) are provided with through holes (21 and 11) through which high-strength bolts (6) penetrate.
4. The socketed prefabricated steel-concrete node of claim 2, wherein:
the beam steel sleeve flanges (511 and 521) are blind plates with the peripheries larger than the peripheries of the beam steel sleeves (51 and 52), and the screw holes are located on the edges of the beam steel sleeve flanges (511 and 521) exceeding the peripheries of the beam steel sleeves (51 and 52).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911288398.2A CN111075015A (en) | 2020-03-02 | 2020-03-02 | Socket joint type prefabricated steel-concrete joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911288398.2A CN111075015A (en) | 2020-03-02 | 2020-03-02 | Socket joint type prefabricated steel-concrete joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111075015A true CN111075015A (en) | 2020-04-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911288398.2A Pending CN111075015A (en) | 2020-03-02 | 2020-03-02 | Socket joint type prefabricated steel-concrete joint |
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| Country | Link |
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| CN (1) | CN111075015A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111719693A (en) * | 2020-06-30 | 2020-09-29 | 扬州大学 | Prestress assembly type steel-concrete sleeved beam-column joint |
| CN112482563A (en) * | 2020-12-03 | 2021-03-12 | 仲恺农业工程学院 | Assembly type building concrete steel mixed frame structure and assembly method |
| CN112814150A (en) * | 2020-12-30 | 2021-05-18 | 南京航空航天大学 | Rectangular steel sleeve type connection method for basic magnesium sulfate cement concrete assembled frame nodes |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4905436A (en) * | 1988-03-28 | 1990-03-06 | Hitachi Metals, Ltd. | Column/beam joint structure |
| JPH08226170A (en) * | 1995-02-20 | 1996-09-03 | Yukihiro Ohata | Joint metal fixture |
| JPH1122006A (en) * | 1997-06-27 | 1999-01-26 | Sho Tezuka | Method for joining building |
| CN106284655A (en) * | 2016-10-13 | 2017-01-04 | 哈尔滨工业大学 | Precast concrete beam stud connects node and method of attachment in succession |
| CN106638955A (en) * | 2016-11-25 | 2017-05-10 | 沈阳建筑大学 | Prefabricated assembly type beam-column steel pipe sleeve connection node |
| CN109629671A (en) * | 2019-01-30 | 2019-04-16 | 西安建筑科技大学 | A kind of assembled node |
| CN109930686A (en) * | 2019-03-21 | 2019-06-25 | 扬州大学 | Assembled architecture beam-to-column joint method and node |
| CN110241919A (en) * | 2018-03-10 | 2019-09-17 | 北京振兴同创钢结构工程有限公司 | A kind of steel beam connecting joint structure |
| CN110565810A (en) * | 2019-10-12 | 2019-12-13 | 中铁四局集团第四工程有限公司 | Detachable connecting node between beam columns and connecting method |
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2020
- 2020-03-02 CN CN201911288398.2A patent/CN111075015A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4905436A (en) * | 1988-03-28 | 1990-03-06 | Hitachi Metals, Ltd. | Column/beam joint structure |
| JPH08226170A (en) * | 1995-02-20 | 1996-09-03 | Yukihiro Ohata | Joint metal fixture |
| JPH1122006A (en) * | 1997-06-27 | 1999-01-26 | Sho Tezuka | Method for joining building |
| CN106284655A (en) * | 2016-10-13 | 2017-01-04 | 哈尔滨工业大学 | Precast concrete beam stud connects node and method of attachment in succession |
| CN106638955A (en) * | 2016-11-25 | 2017-05-10 | 沈阳建筑大学 | Prefabricated assembly type beam-column steel pipe sleeve connection node |
| CN110241919A (en) * | 2018-03-10 | 2019-09-17 | 北京振兴同创钢结构工程有限公司 | A kind of steel beam connecting joint structure |
| CN109629671A (en) * | 2019-01-30 | 2019-04-16 | 西安建筑科技大学 | A kind of assembled node |
| CN109930686A (en) * | 2019-03-21 | 2019-06-25 | 扬州大学 | Assembled architecture beam-to-column joint method and node |
| CN110565810A (en) * | 2019-10-12 | 2019-12-13 | 中铁四局集团第四工程有限公司 | Detachable connecting node between beam columns and connecting method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111719693A (en) * | 2020-06-30 | 2020-09-29 | 扬州大学 | Prestress assembly type steel-concrete sleeved beam-column joint |
| CN112482563A (en) * | 2020-12-03 | 2021-03-12 | 仲恺农业工程学院 | Assembly type building concrete steel mixed frame structure and assembly method |
| CN112814150A (en) * | 2020-12-30 | 2021-05-18 | 南京航空航天大学 | Rectangular steel sleeve type connection method for basic magnesium sulfate cement concrete assembled frame nodes |
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Application publication date: 20200428 |