CN106522363A - Modular steel frame connection device and connection method thereof - Google Patents
Modular steel frame connection device and connection method thereof Download PDFInfo
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- CN106522363A CN106522363A CN201611103154.9A CN201611103154A CN106522363A CN 106522363 A CN106522363 A CN 106522363A CN 201611103154 A CN201611103154 A CN 201611103154A CN 106522363 A CN106522363 A CN 106522363A
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- inner sleeve
- steel pipe
- pipe column
- connecting plate
- quadrate steel
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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
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
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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 relates to a modular steel frame connection device. the modular steel frame connection device at least comprises a first square steel tubular column and a second square steel tubular column which are internally hollow and are connected through an inner sleeve. The inner sleeve is in clearance fit with the second square steel tubular column. the periphery of the inner sleeve is annularly provided with locating blocks parallel to the column opening of the first square steel tubular column and the column opening of the second square steel tubular column. the modular steel frame connection device further comprises a connection plate provided with an assembly hole matched with the inner sleeve. modular steel frames are connected in an inner sleeve mode, the fixing mode of screws or bolts is omitted, procedures of site construction are omitted, and the construction time is shortened. the modular steel frames and inner sleeves are welded, the firm degree between the frames is enhanced, and risks caused by loosening of the screws or the bolts are avoided. The modular steel frames are partially machined in a factory in advance and then constructed in a construction site, so that the site construction time is shortened greatly, and too many influences on the site environment are avoided.
Description
Technical field
The present invention relates to building engineering equipment technical field, be related in a kind of steel structure modularization building steel structure module it
Between connecting joint structure, particularly a kind of modularity beam-to-column connection device and attaching method thereof.
Background technology
With fast development social in the last few years, the improvement of people's living standards, architectural mode are also quietly occurring
Change, people to build requirement no longer only focus on house overall structure performance, and the quality for construction and
Speed there has also been higher requirement.
Assembled architecture is utilized in the construction style is assembled by plant-manufactured component conveying to job site.
The advantage of this building includes that construction speed is fast, climate conditionality is little, saves labour force and can improve construction quality.
The development of assembled architecture is the key link of building industrialization, and the final realization means of industrialized building and basic feature.
At present, according to different prefabricated degree, assembled architecture is generally can be divided into using prefabricated unit：Bar element,
Plate body unit and modular unit are several, and architectural structure system corresponding to which is：Direct fabricated construction system, precoated plate body unit
Structural system and modular architectural structural system.
Modular architectural has the prefabricated ratio of height as a kind of emerging building system, to improve construction quality,
Reduction of erection time, use manpower and material resources sparingly, the many-side such as environmental protection has significant advantage, meet for building industrialization and green
The demand for development of building.
Modular architectural structural system generally carried out in factory using whole room as single space module unit it is prefabricated, and
The inner space of modular unit can be arranged and finishing, transport afterwards makes module reliably connect to construction site using lifting
It is connected in building overall.
Steel structure modularization building is referred to transports to building site by attachment structure by the good steel structure module of prefabrication
Couple together composition building overall.Steel structure module is the elementary cell of steel structure modularization building, and which combines and connected mode
Directly it is closely related with the image and mechanical property of building.Steel structure modularization building is at the early-stage in China, to its steel construction
The research of modular connection is seldom and industrialization degree is not high, still exists many in the design of steel structure module attachment means
Problem, this is unfavorable for the development of Chinese modular architectural.
Existing steel structure module is built mainly by 3 types.The first kind be with Container Reconstruction into container house：Can
Discarded cargo containers are reused, also new container can be transformed so as to possess the building function of needs, advantage is
It is sturdy and durable, have the disadvantage that steel using amount is larger and module size is relatively simple；Equations of The Second Kind is the mould constituted using light gauge cold-formed steel shape
Block system：Steel using amount is saved, and size is more flexible, and intermodule connection is more convenient, has the disadvantage that bearing capacity is not high, is simply possible to use in low, multilamellar
Building；3rd class is the building module being welded using shaped steel, with bearing capacity it is higher, size Selection is more flexible the characteristics of.
And for the building module being welded using shaped steel, its attachment means connects its connected mode, building is directly affected
Aesthetic measure and carry situation, therefore, attachment means connect its connected mode for steel structure modularization building for close weight
Will.
103993654 A modular assembly formula structure of steel structure building systems of Chinese patent CN, disclose modular assembly
Formula structure of steel structure building system, including assembled inner room module and connection member；Wherein, assembled inner room module is applied in factory
Work is prefabricated to be completed；The assembled inner room module includes beam, post, floor and the structure added by project demand wherein and sets
It is standby；At the construction field (site), can be attached by connector between inner room unit；Connection member includes high-strength bolt, in module
At connection hole and exterior wall junction install fill up part and decorative element or the cast-in-place of installation operation hole fills up portion
Part, intermodule play the heating pad pipe that the water supply and sewerage pipeline and water supply and sewerage pipeline connection member, intermodule of interconnection function plays interconnection function
Road and hot duct connection member, intermodule rise the electric wire and wired portion part and assembled transporting equipment of interconnection function or
Stair.Connection member in this patent is mainly high-strength bolt, and this kind of processing mode junction is more, constructs extremely complex, and
Firmness can not be ensured.
104763059 A of Chinese patent CN connectors for building, frame structure and the side with connector assembling frame structure
Method, discloses a kind of section combination modular architectural connector, outside including a central module and several therefrom center portion parts
The connecting portion of extension；The fixing device for tie-beam column material is provided with connecting portion, and wherein, fixing device is screw.This
Coupling assembly framework for building is identical with interconnection technique used in aforementioned patent, is the cooperation using screw with bolt.But
It is that the workload of this kind of form of construction work greatly, needs each screw to be fixedly connected, and the increase of link position, undoubtedly
The risk of loosening can be increased, the bearing capacity of building is reduced.
The content of the invention
According to above-mentioned weak point, it is an object of the invention to provide a kind of convenient, big modularity steel framework of bearing capacity of constructing
Holder connection device and attaching method thereof.
For achieving the above object, technical program of the present invention lies in：A kind of modularity beam-to-column connection device, at least includes
First quadrate steel pipe column and the second quadrate steel pipe column of inner hollow, passes through inner sleeve between the first quadrate steel pipe column and the second quadrate steel pipe column
It is connected, between inner sleeve and the first quadrate steel pipe column and the second quadrate steel pipe column, gap coordinates, and inner sleeve periphery is equipped with and first party
The parallel locating piece of the post mouth of steel pipe column and the second quadrate steel pipe column.
Preferably：Described locating piece is at least upper and lower two-layer.
Preferably：Also include connecting plate, described connecting plate is provided with the pilot hole being engaged with inner sleeve.
Preferably：Described pilot hole is coordinated with inner sleeve gap.
Preferably：Described connecting plate is provided with two pilot holes being engaged with inner sleeve side by side.
Preferably：Described connecting plate centrosymmetry is provided with four pilot holes being engaged with inner sleeve.
Preferably：A muscle is provided between the adjacent pilot hole.
The present invention also provides a kind of method of attachment of modularity beam-to-column connection device, comprises the steps：
(1) construction requirement is pressed, prefabricated the first required quadrate steel pipe column, the second quadrate steel pipe column, inner sleeve and company in factory
Fishplate bar；
(2) it is stuck in advance by inner sleeve embedded second quadrate steel pipe column by lower floor's locating piece of inner sleeve in factory
The post mouth position of the second quadrate steel pipe column is positioned；
(3) inner sleeve is connected using periphery weld all around angle welding with the second quadrate steel pipe column, and locating piece is polishing to into inner sleeve
Cylinder and connecting plate lower surface outline are flushed, then will be weld seam polishing complete；
(4) according to construction requirement, several first quadrate steel pipe columns are connected into into upper layer module steel frame, by several
Two quadrate steel pipe columns connect into lower module steel frame；
(5) upper layer module steel frame, lower module steel frame and connecting plate are transported to job site, by lower floor's mould
Second quadrate steel pipe column and the basis of massing steel frame is fixed；
(6) corner connection：Upper layer module steel frame is lifted to above the inner sleeve of lower module steel frame, and will
First quadrate steel pipe column of upper layer module steel frame falls to contact inner sleeve so that the embedded upper layer module in the upper end of inner sleeve
In first quadrate steel pipe column of steel frame, the first quadrate steel pipe column is stuck in by the first quadrate steel pipe column by the upper strata locating piece of inner sleeve
Post mouth position is positioned；Inner sleeve is connected using periphery weld all around angle welding with the first quadrate steel pipe column, and locating piece is polished
It is to flushing with the outline of the first quadrate steel pipe column, then that weld seam polishing is complete, complete corner connection；
It is laterally attached：The connecting plate for being provided with two pilot holes is lifted to above the inner sleeve of lower module steel frame,
And fall, inner sleeve is inserted in the pilot hole of connecting plate, while the upper strata locating piece of inner sleeve side holds connecting plate carrying out
Positioning, the lower surface of connecting plate is connected using periphery weld all around angle welding with inner sleeve, after the completion of welding by locating piece be polishing to
Inner sleeve and connecting plate lower surface outline flush and then will be weld seam polishing complete；By lifting, then by upper layer module steel framework
Frame is lifted to above inner sleeve, and is fallen so that the first quadrate steel pipe column of the embedded upper layer module steel frame in the upper end of inner sleeve
Interior, the post bottom contact connecting plate upper surface of the first quadrate steel pipe column is positioned, by the bottom of the first quadrate steel pipe column and connecting plate
Upper surface is connected using periphery weld all around V-weld；
Center connects：The connecting plate for being provided with four pilot holes is lifted to above the inner sleeve of lower module steel frame,
And fall, the upper strata locating piece that inner sleeve is inserted in the pilot hole of connecting plate while inner sleeve side is held connecting plate carries out determining
Position, the lower surface of connecting plate is connected using periphery weld all around angle welding with inner sleeve, after the completion of welding by locating piece be polishing to it is interior
Sleeve and connecting plate lower surface outline flush and then will be weld seam polishing complete；By lifting, then by upper layer module steel frame
Lift to above inner sleeve, and fall so that in the first quadrate steel pipe column of the embedded upper layer module steel frame in the upper end of inner sleeve,
The post bottom contact connecting plate upper surface of the first quadrate steel pipe column is positioned, by the bottom of the first quadrate steel pipe column and the upper table of connecting plate
Face is connected using periphery weld all around V-weld.
The beneficial effects of the present invention is：
(1) it is attached by way of inner sleeve between modularity steel frame, eliminates the fixation side of screw or bolt
Formula, greatlys save the operation of site operation, shortens the engineering time；
(2) by being welded to each other between modularity steel frame and inner sleeve, the firmness between framework is greatly strengthen,
Avoid the risk caused because of screw or bolt looseness；
(3) by modular steel frame is carried out part processing in factory in advance, then constructed to job site, greatly
The time of site operation is shortened greatly, and for the environment at scene does not result in excessive impact；
(4) building module is a kind of prefabrication and assembly construction building of intense industrialization, meets the trend of building industry technological progress
With the policy guidance of country.Steel structure module building has many advantages：Function division and flexible arrangement, design-build cycle is short,
Design production integration, build lightweight, high capacity, anti-seismic performance is superior, reliable product quality is stable, speed of application is fast,
It is easy to remove and reconstructs.
Description of the drawings
Fig. 1 is the structural representation of the corner junction point of the present invention；
Fig. 2 is the structural representation of the laterally attached point of the present invention；
Fig. 3 is the structural representation of the central connection point of the present invention；
Fig. 4 is the principle schematic of the present invention；
Fig. 5 is the structural representation of inner sleeve of the present invention；
Fig. 6 is the structural representation of the two hole connecting plates of the present invention；
Fig. 7 is the structural representation of the four hole connecting plates of the present invention；
Fig. 8 is that the second quadrate steel pipe column of laterally attached node of the invention is connected using periphery weld all around angle welding with inner sleeve
Principle schematic diagram.；
Fig. 9 is that the connecting plate lower surface of laterally attached node of the invention is connected using periphery weld all around angle welding with inner sleeve
Principle schematic diagram.；
Figure 10 is that the second quadrate steel pipe column of DevCenter connecting node is connected using periphery weld all around angle welding with inner sleeve
Principle schematic diagram.；
Figure 11 is that the connecting plate lower surface of DevCenter connecting node is connected using periphery weld all around angle welding with inner sleeve
Principle schematic diagram.；
Figure 12 is modularity steel frame corner connecting joint structure schematic diagram of the present invention；
Figure 13 is the laterally attached node structure schematic diagram of modularity steel frame of the present invention；
Figure 14 is modularity steel frame central connection node structural representation of the present invention；
Figure 15 is modularity beam-to-column connection structural representation.
In figure, the first quadrate steel pipe columns of 1-；2- connecting plates；Tetra- hole connecting plates of 21-；Bis- hole connecting plates of 22-；3- inner sleeves；4-
Second quadrate steel pipe column；5- locating pieces；51- upper stratas locating piece；52- lower floors locating piece；Muscle between 6-；7- pilot holes.
Specific embodiment
With reference to specific embodiment, the present invention will be further described.
A kind of modularity beam-to-column connection device as shown in Figure 1, at least including 1 He of the first quadrate steel pipe column of inner hollow
Second quadrate steel pipe column 4, is connected by inner sleeve 3 between the first quadrate steel pipe column 1 and the second quadrate steel pipe column 4, inner sleeve 3 and first party
Between steel pipe column 1 and the second quadrate steel pipe column 4, gap coordinates, and 3 periphery of inner sleeve as shown in Figure 5 is equipped with and the first quadrate steel pipe column
1 and second quadrate steel pipe column 4 the parallel locating piece 5 of post mouth.
A kind of preferred embodiment is that locating piece 5 is at least upper and lower two-layer.Wherein, upper strata locating piece 51 is used for the company of holding
Fishplate bar 2, lower floor's locating piece 52 are used for being stuck in above the second quadrate steel pipe column 4.For corner connection inner sleeve 3 be used for laterally connect
The inner sleeve 3 of Jie He centers connection is not exclusively the same, wherein for the two-layer locating piece up and down of the inner sleeve of corner connection
Spacing more than the locating piece of two-layer up and down on the inner sleeve for the connection of laterally attached and center spacing.This is because, use
Connecting plate 2 to be installed in the upper surface of the inner sleeve of laterally attached and center connection, connecting plate 2 has certain width, is guarantee
The planarization of modularity beam-to-column connection, the spacing for the locating piece of two-layer up and down of the inner sleeve of corner connection will reserve one more
The thickness of individual connecting plate 2.
A kind of preferred embodiment is that also including connecting plate 2, as shown in Figure 6,7, connecting plate 2 is provided with and is matched with inner sleeve 3
The pilot hole 7 of conjunction.The modularity steel frame that laterally attached or center connects can be gathered by connecting plate 2, on the one hand
It is easy for forming regular modularity steel frame, on the other hand improves the firmness of modularity steel frame, so as to improve load-bearing
Ability.
A kind of preferred embodiment is that pilot hole 7 is coordinated with 3 gap of inner sleeve.So can in order to by connecting plate with it is interior
Sleeve or connecting plate are attached fixation, are easy to the welding in later stage, reduce the use of wlding.
A kind of preferred embodiment is that connecting plate 2 is provided with two pilot holes 7 being engaged with inner sleeve 3, i.e. two holes side by side
Connecting plate 22, as shown in fig. 6, laterally attached modularity steel frame is used it for, as shown in Figure 2.
A kind of preferred embodiment is that 2 centrosymmetry of connecting plate is provided with four pilot holes 7 being engaged with inner sleeve 3, i.e.,
Four hole connecting plates 21, as shown in fig. 7, the modularity steel frame of center connection is used it for, as shown in Figure 3.
A kind of preferred embodiment is to be provided with a muscle 6 between adjacent pilot hole 7, as shown in Figure 6,7, by interval
When muscle 6 can cause modularity steel frame to be assembled, it is easy to welding so as to more firm.
The present invention also provides a kind of method of attachment of modularity beam-to-column connection device, comprises the steps：
(1) construction requirement is pressed, prefabricated the first required quadrate steel pipe column 1, the second quadrate steel pipe column 4,3 and of inner sleeve in factory
Connecting plate 2；
(2) in advance inner sleeve 3 is embedded in the second quadrate steel pipe column 4, by lower floor's locating piece 54 of inner sleeve 3 in factory
The post mouth position for being stuck in the second quadrate steel pipe column 4 is positioned；
(3) inner sleeve 3 is connected using periphery weld all around angle welding with the second quadrate steel pipe column 4, and by lower floor's locating piece 52 dozens
It is milled to inner sleeve 3 and 2 lower surface outline of connecting plate is flushed, then will be weld seam polishing complete；
(4) according to construction requirement, several first quadrate steel pipe columns 1 are connected into into upper layer module steel frame, by several
Second quadrate steel pipe column connects into lower module steel frame；
(5) upper layer module steel frame, lower module steel frame and connecting plate 2 are transported to job site, by lower floor
Second quadrate steel pipe column 4 of modularity steel frame is fixed with basis；
(6) corner connection：Upper layer module steel frame is lifted to above the inner sleeve 3 of lower module steel frame, and
Contact inner sleeve 3 will be dropped down onto under first quadrate steel pipe column 1 of upper layer module steel frame so that the embedded upper strata in the upper end of inner sleeve 3
In first quadrate steel pipe column 1 of modularity steel frame, first quadrate steel pipe column 1 is stuck in into by the upper strata locating piece 51 of inner sleeve 3
The post mouth position of one quadrate steel pipe column 1 is positioned；Inner sleeve 3 is connected using periphery weld all around angle welding with the first quadrate steel pipe column 1,
And be polishing to flush with the outline of the first quadrate steel pipe column 1 by upper strata locating piece 51, it is then that weld seam polishing is complete, complete corner
Connection；
It is laterally attached：The connecting plate 2 for being provided with two pilot holes 7 is lifted to the inner sleeve 3 of lower module steel frame
Side, and fall, inner sleeve 3 is inserted in the pilot hole 7 of connecting plate, while 51 company of holding of upper strata locating piece of 3 side of inner sleeve
Fishplate bar 2 is positioned, and the lower surface of connecting plate 2 is connected using periphery weld all around angle welding with inner sleeve 3, will positioning after the completion of welding
Block is polishing to be flushed with inner sleeve 3 and 2 lower surface outline of connecting plate and then will be weld seam polishing complete；By lifting, then will be upper
Layer modularity steel frame is lifted to above inner sleeve 3, and is fallen so that the embedded upper layer module steel frame in the upper end of inner sleeve 3
The first quadrate steel pipe column 1 in, the post bottom of the first quadrate steel pipe column 1 contact 2 upper surface of connecting plate is positioned, by the first quadrate steel pipe column
1 bottom is connected using periphery weld all around V-weld with the upper surface of connecting plate 2；
Center connects：The connecting plate 2 for being provided with four pilot holes 7 is lifted to the inner sleeve 3 of lower module steel frame
Side, and fall, inner sleeve 3 is inserted in the pilot hole 7 of connecting plate 2 while 51 company of holding of upper strata locating piece of 3 side of inner sleeve
Fishplate bar 2 is positioned, and the lower surface of connecting plate 2 is connected using periphery weld all around angle welding with inner sleeve 3, by upper strata after the completion of welding
Locating piece 51 is polishing to be flushed with inner sleeve 3 and 2 lower surface outline of connecting plate and then will be weld seam polishing complete；By lifting,
Again upper layer module steel frame is lifted to above inner sleeve 3, and is fallen so that the embedded upper layer module in the upper end of inner sleeve 3
In first quadrate steel pipe column 1 of steel frame, post bottom contact 2 upper surface of connecting plate of the first quadrate steel pipe column 1 is positioned, by first party
The bottom of steel pipe column 1 is connected using periphery weld all around V-weld with the upper surface of connecting plate 2.
Connected using periphery weld all around V-weld, stress performance can be increased so that bearing capacity is bigger.
Ultimately form corner connection mode massing steel frame as shown in Figure 12,13 and 14, laterally attached modularity steel framework
The modularity steel frame of Jia He centers connection.
Through the construction of job site, modularity beam-to-column connection structure as shown in figure 15 is ultimately formed.
Claims (8)
1. a kind of modularity beam-to-column connection device, it is characterised in that：At least including inner hollow the first quadrate steel pipe column (1) and
Second quadrate steel pipe column (4), is connected by inner sleeve (3) between the first quadrate steel pipe column (1) and the second quadrate steel pipe column (4), institute
Between the inner sleeve (3) stated and the first quadrate steel pipe column (1) and the second quadrate steel pipe column (4), gap coordinates, and described inner sleeve (3) is outward
It is equipped with the locating piece (5) parallel with the post mouth of the first quadrate steel pipe column (1) and the second quadrate steel pipe column (4) week.
2. modularity beam-to-column connection device according to claim 1, it is characterised in that：Described locating piece (5) is at least
For upper and lower two-layer.
3. modularity beam-to-column connection device according to claim 1, it is characterised in that：Also include connecting plate (2), it is described
Connecting plate (2) be provided with the pilot hole (7) being engaged with inner sleeve (3).
4. modularity beam-to-column connection device according to claim 3, it is characterised in that：Described pilot hole (7) with it is interior
Sleeve (3) gap coordinates.
5. modularity beam-to-column connection device according to claim 3, it is characterised in that：Described connecting plate (2) is side by side
It is provided with two pilot holes (7) being engaged with inner sleeve (3).
6. modularity beam-to-column connection device according to claim 3, it is characterised in that：Described connecting plate (2) center
It is arranged with four pilot holes (7) being engaged with inner sleeve (3).
7. the modularity beam-to-column connection device according to claim 3-6 any one, it is characterised in that：It is described adjacent
A muscle (6) is provided between pilot hole (7).
8. a kind of method of attachment of modularity beam-to-column connection device as claimed in claim 1, it is characterised in that：Including as follows
Step：
(1) construction requirement is pressed, prefabricated required the first quadrate steel pipe column (1), the second quadrate steel pipe column (4), inner sleeve (3) in factory
With connecting plate (2)；
(2) in advance will be inner sleeve (3) embedded second quadrate steel pipe column (4) interior in factory, by lower floor's locating piece of inner sleeve (3)
(52) the post mouth position for being stuck in the second quadrate steel pipe column (4) is positioned；
(3) inner sleeve (3) is connected using periphery weld all around angle welding with the second quadrate steel pipe column (4), and by lower floor's locating piece (52)
It is polishing to inner sleeve (3) and connecting plate (2) lower surface outline is flushed, then will be weld seam polishing complete；
(4) according to construction requirement, several first quadrate steel pipe columns (1) are connected into into upper layer module steel frame, by several
Two quadrate steel pipe columns (4) connect into lower module steel frame；
(5) upper layer module steel frame, lower module steel frame and connecting plate (2) are transported to job site, by lower floor's mould
Second quadrate steel pipe column (4) of massing steel frame is fixed with basis；
(6) corner connection：Upper layer module steel frame is lifted to above the inner sleeve of lower module steel frame (3), and will
Contact inner sleeve (3) is dropped down onto under first quadrate steel pipe column (1) of upper layer module steel frame so that the upper end of inner sleeve (3) is embedded in
In first quadrate steel pipe column (1) of upper layer module steel frame, by the upper strata locating piece (51) of inner sleeve (3) by the first square steel tube
Post (1) is stuck in the post mouth position of the first quadrate steel pipe column (1) and is positioned；By inner sleeve (3) with the first quadrate steel pipe column (1) using week
Skirt leg solder design, and upper strata locating piece (51) is polishing to flush with the outline of the first quadrate steel pipe column (1), then will
Weld seam polishing is complete, completes corner connection；
It is laterally attached：The connecting plate (2) for being provided with two pilot holes (7) is lifted to the inner sleeve of lower module steel frame (3)
Top, and fall, inner sleeve (3) is inserted in the pilot hole (7) of connecting plate (2), while the upper strata positioning of inner sleeve (3) side
Block (51) is held connecting plate (2) and is positioned, and lower surface and the inner sleeve (3) of connecting plate (2) are connected using periphery weld all around angle welding
Connect, be polishing to flush then with inner sleeve (3) and connecting plate (2) lower surface outline by upper strata locating piece (51) after the completion of welding
Will be weld seam polishing complete；By lifting, then upper layer module steel frame is lifted to above inner sleeve (3), and fallen so that be interior
In first quadrate steel pipe column (1) of the embedded upper layer module steel frame in the upper end of sleeve (3), the post bottom of the first quadrate steel pipe column (1) connects
Tactile connecting plate (2) upper surface is positioned, and upper surface of the bottom of the first quadrate steel pipe column (1) with connecting plate (2) is adopted periphery
Weld all around V-weld connects；
Center connects：The connecting plate (2) for being provided with four pilot holes (7) is lifted to the inner sleeve of lower module steel frame (3)
Top, and fall, inner sleeve (3) is inserted in the pilot hole (7) of connecting plate, while the upper strata locating piece of inner sleeve (3) side
(51) hold connecting plate (2) to be positioned, the lower surface of connecting plate (2) is connected using periphery weld all around angle welding with inner sleeve (3),
Upper strata locating piece (51) is polishing to flush with inner sleeve (3) and connecting plate (2) lower surface outline after the completion of welding and then will
Weld seam polishing is complete；By lifting, then first quadrate steel pipe column (1) of upper layer module steel frame is fallen to into contact inner sleeve
(3) so that in first quadrate steel pipe column (1) of the embedded upper layer module steel frame in the upper end of inner sleeve (3), the first quadrate steel pipe column
(1) post bottom contact connecting plate (2) upper surface is positioned, by the bottom of the first quadrate steel pipe column (1) and the upper table of connecting plate (2)
Face is connected using periphery weld all around V-weld.
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| CN201611103154.9A CN106522363B (en) | 2016-12-05 | 2016-12-05 | Modularization beam-to-column connection device and attaching method thereof |
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| CN201611103154.9A CN106522363B (en) | 2016-12-05 | 2016-12-05 | Modularization beam-to-column connection device and attaching method thereof |
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| CN106522363B CN106522363B (en) | 2018-08-28 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108049502A (en) * | 2017-11-27 | 2018-05-18 | 中冶天工集团有限公司 | Self-locking connection method between module above and below a kind of steel structure modularization building |
| CN108487455A (en) * | 2018-06-19 | 2018-09-04 | 青岛理工大学 | Modularization steel frame |
| CN112922151A (en) * | 2021-01-18 | 2021-06-08 | 罗洪湖 | Steel pipe concrete beam column node structure for building and manufacturing method thereof |
| CN114562039A (en) * | 2022-04-06 | 2022-05-31 | 中建八局第四建设有限公司 | Modular steel frame inner sleeve split bolt connecting node and connecting method thereof |
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| CN103216012A (en) * | 2013-03-22 | 2013-07-24 | 同济大学 | Full-bolt splicing node for inner sleeve slotted closed-section pillar |
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| CN108049502A (en) * | 2017-11-27 | 2018-05-18 | 中冶天工集团有限公司 | Self-locking connection method between module above and below a kind of steel structure modularization building |
| CN108487455A (en) * | 2018-06-19 | 2018-09-04 | 青岛理工大学 | Modularization steel frame |
| CN112922151A (en) * | 2021-01-18 | 2021-06-08 | 罗洪湖 | Steel pipe concrete beam column node structure for building and manufacturing method thereof |
| CN114562039A (en) * | 2022-04-06 | 2022-05-31 | 中建八局第四建设有限公司 | Modular steel frame inner sleeve split bolt connecting node and connecting method thereof |
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| CN106522363B (en) | 2018-08-28 |
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