CN106522374A - Connecting device for connecting modular steel frames and connecting method of connecting device - Google Patents
Connecting device for connecting modular steel frames and connecting method of connecting device Download PDFInfo
- Publication number
- CN106522374A CN106522374A CN201611198310.4A CN201611198310A CN106522374A CN 106522374 A CN106522374 A CN 106522374A CN 201611198310 A CN201611198310 A CN 201611198310A CN 106522374 A CN106522374 A CN 106522374A
- Authority
- CN
- China
- Prior art keywords
- inner sleeve
- steel pipe
- pipe column
- quadrate
- steel frame
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 199
- 239000010959 steel Substances 0.000 title claims abstract description 199
- 238000010276 construction Methods 0.000 claims abstract description 24
- 238000005498 polishing Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 210000003205 Muscles Anatomy 0.000 claims description 4
- 210000003141 Lower Extremity Anatomy 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 2
- 230000002093 peripheral Effects 0.000 abstract description 2
- 230000037250 Clearance Effects 0.000 abstract 1
- 230000035512 clearance Effects 0.000 abstract 1
- 238000005265 energy consumption Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 230000001808 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5831—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
Abstract
The invention relates to a connecting device for connecting modular steel frames. The connecting device at least comprises first square steel tube columns and second square steel tube columns. The ends of the first square steel tube columns and the ends of the second square steel tube columns are hollow. The first square steel tube columns and the second square steel tube columns are connected through inner sleeves, the inner sleeves are in clearance fit with the first square steel tube columns and the second square steel tube columns, positioning blocks and bearing steel angles are arranged on the peripheral rings of the inner sleeves, the positioning blocks are located below the bearing steel angles, the lower edges of the positioning blocks are parallel to column openings of the first square steel tube columns, and the bearing surfaces of the bearing steel angles are parallel to column openings of the second square steel tube columns. The modular steel frames are partially machined in a factory in advance and then constructed on a construction site, the procedures of site construction are greatly reduced, the construction time is shortened, and the environment on site is not excessively influenced; the modular steel frames are welded to the inner sleeves, the firmness degree between the frames is greatly enhanced, and the risk caused by screw or bolt looseness is 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 attachment means for link block steel frame and attaching method thereof.
Background technology
At present, China's building trade is in the high-speed developing period, and the annual increment of building construction becomes the whole world first.Together
When, Ye Shi China building energy consumption is raised, and accounts for the 33% of social total energy consumption, and building energy consumption and problem of environmental pollution are also increasingly received
To the concern of people.Domestic construction is still built using extensive, the labor-intensive Hand Made mode of production of tradition at present
If, with construction period length, high energy consumption, environmental pollution is big, efficiency is low the characteristics of, and due to builder technical merit join
Difference is uneven, causes the quality built and performance to be difficult to ensure, does not meet country for the idea of development of " green building ".
Therefore, modular architectural is used as a kind of emerging assembled arthitecutral structure system, with speed of application is fast, environment is dirty
The advantages of little, quality of dye easily ensures.Over nearly 50 years, the modularized house technology of the building such as the U.S., Japan, Europe, market are
More perfect, modularized house has been the indispensable life of people, work, residential housing.With social in the last few years quick
Exhibition, the improvement of people's living standards, architectural mode also are quietly occurring to change, and people no longer only focus on to the requirement built
The overall structure performance in house, and for the quality and speed of construction there has also been higher requirement.
Modular architectural is utilized in the construction style is assembled by plant-manufactured component conveying to job site.
According to different prefabricated degree, modular architectural is generally can be divided into using prefabricated unit：Bar element, plate body unit and module
Unit is several, and architectural structure system corresponding to which is：Direct fabricated construction system, prefabricated board body unit structural system and module
Change architectural structure 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.
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, multilayer
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 connection function plays connection function
Road and hot duct connection member, intermodule rise the electric wire and wired portion part and assembled transporting equipment of connection 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, including a central module and several therefrom center portion parts it is outside
The connecting portion of extension；The fixing device for tie-beam column material is provided with connecting portion, 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 construction is convenient, bearing capacity it is big for connection mode
Attachment means of block steel frame and attaching method thereof.
For achieving the above object, technical program of the present invention lies in：A kind of connection for link block steel frame is filled
Put, at least including the first hollow quadrate steel pipe column of end and the second quadrate steel pipe column, the first quadrate steel pipe column and the second quadrate steel pipe column it
Between by inner sleeve be connected, between inner sleeve and the first quadrate steel pipe column and the second quadrate steel pipe column gap coordinate, the periphery of inner sleeve
It is equipped with locating piece and accepts angle steel, locating piece is located at the lower section for accepting angle steel, the lower limb of locating piece and the first quadrate steel pipe column
Post mouth it is parallel, accept angle steel continuing surface it is parallel with the post mouth of the second quadrate steel pipe column.
Preferably：Also include connecting plate, connecting plate is provided with the pilot hole being engaged with inner sleeve.
Preferably：The periphery of the pilot hole is provided with several bolts hole.
Preferably：Described pilot hole is coordinated with inner sleeve gap.
Preferably：Described connecting plate is provided with a pilot hole being engaged with inner sleeve.
Preferably：Described connecting plate is provided with two pilot holes being engaged with inner sleeve side by side.
Preferably：Described connecting plate Central Symmetry is provided with four pilot holes being engaged with inner sleeve.
Preferably：A muscle is provided between the adjacent pilot hole.
Preferably：Described angle steel of accepting includes the first continuing surface at right angles to each other and the second continuing surface, described
Second continuing surface is provided with the through hole being engaged with connecting plate upper bolt hole.
The present invention also provides a kind of method of attachment of the attachment means for link block steel frame, including following step
Suddenly：
(1) by construction requirement, prefabricated the first required quadrate steel pipe column, the second quadrate steel pipe column, inner sleeve, undertaking in factory
Angle steel and connecting plate；
(2) the first continuing surface for accepting angle steel is welded on the top of inner sleeve locating piece；
(3) second is stuck in by the locating piece of inner sleeve in advance by inner sleeve embedded second quadrate steel pipe column in factory
The post mouth position of quadrate steel pipe column is positioned；
(4) inner sleeve and the second quadrate steel pipe column are welded, and locating piece is polishing to the following table with inner sleeve and connecting plate
Face outline is flushed, then will be weld seam polishing complete；
(5) 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；
(6) 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 foundation construction of block steel frame is fixed；
(7) connecting plate is lifted to above the inner sleeve of lower module steel frame, and is fallen, inner sleeve is inserted in into connection
In the pilot hole of plate, while the second continuing surface of the undertaking angle steel of inner sleeve side is held connecting plate and is positioned, using high-strength
Through hole of the bolt by the bolt hole on the second continuing surface with connecting plate is connected with each other, and is fixed；By upper layer module steel framework
Frame is lifted to above the inner sleeve of lower module steel frame, and by the first quadrate steel pipe column of upper layer module steel frame fall to
Contact inner sleeve so that in the first quadrate steel pipe column of the embedded upper layer module steel frame in the upper end of inner sleeve, by inner sleeve
Undertaking angle steel the second continuing surface accept the first quadrate steel pipe column；By the bottom of the first quadrate steel pipe column and the upper surface of connecting plate
Welded.
The beneficial effects of the present invention is：
(1) by modular steel frame is carried out part processing in factory in advance, then constructed to job site, greatly
The operation of site operation is saved greatly, the engineering time is shortened, and for the environment at scene does not result in excessive impact；
(2) by being welded to each other between modularization steel frame and inner sleeve, the firmness between framework is greatly strengthen,
Avoid the risk caused because of screw or bolt looseness；
(3) it is attached by way of inner sleeve between modularization steel frame, and is entered with connecting plate by accepting angle steel
Row is fixed, and is shortened the time of site operation, is improve the intensity of building；
(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 connection of the present invention；
Fig. 2 is the laterally attached structural representation of the present invention；
Fig. 3 is the structural representation of the center connection of the present invention；
Fig. 4 is the principle schematic of the present invention；
Fig. 5 is the structural representation that corner of the present invention connects that the second quadrate steel pipe column is connected with connecting plate；
Fig. 6 is the structural representation that laterally attached second quadrate steel pipe column of the present invention is connected with connecting plate；
Fig. 7 is the structural representation that center of the present invention connects that the second quadrate steel pipe column is connected with connecting plate；
Fig. 8 is the structural representation of the inner sleeve of the present invention
Fig. 9 is the structural representation of single hole connecting plate of the present invention；
Figure 10 is the structural representation of hole connecting plate of the present invention；
Figure 11 is the structural representation of four hole of the invention connecting plate；
Figure 12 is the structural representation that the second quadrate steel pipe column of corner connection of the present invention is connected with inner sleeve；
Figure 13 is the structural representation that the second laterally attached quadrate steel pipe column of the present invention is connected with inner sleeve；
Figure 14 is the structural representation that the second quadrate steel pipe column of center connection of the present invention is connected with inner sleeve；
Figure 15 is the structural representation of connection section in modularization steel frame corner of the present invention；
Figure 16 is the structural representation of the laterally attached section of modularization steel frame of the present invention；
Figure 17 is the structural representation of connection section in modularization steel frame center of the present invention；
Figure 18 is modularization beam-to-column connection structural representation.
In figure, the first quadrate steel pipe columns of 1-；2- connecting plates；Tetra- hole connecting plates of 2A-；2B- hole connecting plates；2C- single holes connect
Plate；3- high-strength bolts；4- accepts angle steel；The first continuing surfaces of 41-；The second continuing surfaces of 42-；5- inner sleeves；The second quadrate steel pipe columns of 6-；
7- locating pieces；8- through holes；9- bolts hole；10- pilot holes；11- dowels.
Specific embodiment
With reference to specific embodiment, the present invention will be further described.
A kind of attachment means for link block steel frame as Figure 1-3, at least including end it is hollow
One quadrate steel pipe column 1 and the second quadrate steel pipe column 6, are connected by inner sleeve 5 between the first quadrate steel pipe column 1 and the second quadrate steel pipe column 6, interior
Between sleeve 5 and the first quadrate steel pipe column 1 and the second quadrate steel pipe column 6, gap coordinates, and the peripheral ring of inner sleeve 5 as shown in Figure 8 sets
There is locating piece 7 and accept angle steel 4, locating piece 7 is located at the lower section for accepting angle steel 4, the lower limb of locating piece 7 and the first quadrate steel pipe column
1 post mouth is parallel, and the continuing surface for accepting angle steel 4 is parallel with the post mouth of the second quadrate steel pipe column 6.
A kind of preferred embodiment is, as shown in figure 4, this device also includes connecting plate 2, connecting plate 2 is provided with and inner sleeve 5
The pilot hole 10 being engaged.Pilot hole and inner sleeve gap coordinate, so can be in order to by connecting plate and inner sleeve or being connected
Plate is attached fixation, is easy to the welding in later stage, reduces the use of wlding.
A kind of preferred embodiment is that the pilot hole on connecting plate can be one, as shown in Figure 9, it is also possible to be arranged side by side
Two for arranging, as shown in Figure 10, can also be four of Central Symmetry setting, as shown in figure 11, be referred to as single hole connection
Plate, hole connecting plate and four hole connecting plates.Single hole connecting plate is used for the modularization steel frame of corner connection, as shown in Figure 5；Diplopore
Connecting plate is for laterally attached modularization steel frame, as shown in Figure 6；Four hole connecting plates are the modularizations for center connection
Steel frame, as shown in Figure 7.The modularization steel frame that corner connects the connection of laterally attached or center can be entered by connecting plate 2
Row is gathered and is fastened with inner sleeve, is on the one hand easy for forming regular modularization steel frame, on the other hand improves module
Change the firmness of steel frame, so as to improve weight capacity.
A kind of preferred embodiment is that the periphery of pilot hole 10 as shown in figs. 9-11 is provided with several bolts hole 9.Separately
Outward, as shown in Figure 4 angle steel 4 of accepting includes the first continuing surface 41 at right angles to each other and the second continuing surface 42, the second continuing surface
42 are provided with the through hole 8 being engaged with connecting plate upper bolt hole 9.During installation, cooperated with through hole by bolt hole, by height
Strength bolt is attached fixation, realizes the connection by the first quadrate steel pipe column of upper layer module steel frame and inner sleeve.
A kind of preferred embodiment is as shown in figs. 9-11, to be provided with a muscle 11 between adjacent pilot hole 10.By
When muscle 11 can cause modularization steel frame to be assembled, it is easy to welding so as to more firm.
This is used for the method for attachment of the attachment means of link block steel frame, comprises the steps：
(1) by construction requirement, in factory it is prefabricated needed for the first quadrate steel pipe column 1, the second quadrate steel pipe column 6, inner sleeve 5,
Accept angle steel 4 and connecting plate 2；
(2) the first continuing surface 41 for accepting angle steel 4 is welded on the top of 5 locating piece 7 of inner sleeve；
(3) it is stuck in advance by inner sleeve 5 embedded second quadrate steel pipe column 6 by the locating piece 7 of inner sleeve 5 in factory
The post mouth position of the second quadrate steel pipe column 6 is positioned, as shown in figs. 12-14；
(4) inner sleeve 5 is welded with the second quadrate steel pipe column 6, and locating piece 7 is polishing to and inner sleeve 5 and connecting plate 2
Lower surface outline is flushed, then will be weld seam polishing complete；
(5) 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 6 connects into lower module steel frame；
(6) 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 6 of modularization steel frame is fixed with foundation construction；
(7) connecting plate 2 is lifted to above the inner sleeve 5 of lower module steel frame, and is fallen, inner sleeve 5 is inserted in
In the pilot hole 10 of connecting plate 2, while the second continuing surface 42 of the undertaking angle steel 4 of 5 side of inner sleeve holds connecting plate 2 to carry out determining
Position, the through hole 8 using high-strength bolt 3 by the bolt hole 9 on the second continuing surface 42 with connecting plate 2 is connected with each other, and is fixed；
Upper layer module steel frame is lifted to above the inner sleeve 5 of lower module steel frame, and by upper layer module steel frame
Contact inner sleeve 5 is dropped down onto under first quadrate steel pipe column 1 so that the first party of the embedded upper layer module steel frame in the upper end of inner sleeve 5
In steel pipe column 1, the first quadrate steel pipe column 1 is accepted by the second continuing surface 42 of the undertaking angle steel on inner sleeve 5；By the first square steel
Welded the upper surface of the bottom of tubing string 1 and connecting plate 2.
Wherein, during welding, the second quadrate steel pipe column 6 and the inner sleeve 5 of lower module steel frame adopt periphery weld all around fillet welding
Seam connection；Inner sleeve 5 is connected using periphery weld all around angle welding with the first continuing surface for accepting angle steel；Upper layer module steel frame
First quadrate 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 the corner link block steel frame as shown in Figure 15,16 and 17, laterally attached modularization steel framework
The modularization steel frame of Jia He centers connection.
Through the construction of job site, modularization beam-to-column connection structure as shown in figure 18 is ultimately formed.
Claims (10)
1. a kind of attachment means for link block steel frame, it is characterised in that：At least include the hollow first party in end
Steel pipe column (1) and the second quadrate steel pipe column (6), pass through inner sleeve between first quadrate steel pipe column (1) and the second quadrate steel pipe column (6)
(5) it is connected, between described inner sleeve (5) and the first quadrate steel pipe column (1) and the second quadrate steel pipe column (6), gap coordinates, it is described interior
The periphery of sleeve (5) is equipped with locating piece (7) and accepts angle steel (4), and described locating piece (7) is under undertaking angle steel (4)
Side, the lower limb of the locating piece (7) are parallel with the post mouth of the first quadrate steel pipe column (1), the continuing surface for accepting angle steel (4)
It is parallel with the post mouth of the second quadrate steel pipe column (6).
2. attachment means for link block steel frame according to claim 1, it is characterised in that：Also include connection
Plate (2), described connecting plate (2) are provided with the pilot hole (10) being engaged with inner sleeve (5).
3. attachment means for link block steel frame according to claim 2, it is characterised in that：The pilot hole
(10) periphery is provided with several bolts hole (9).
4. attachment means for link block steel frame according to Claims 2 or 3, it is characterised in that：Described
Pilot hole (10) is coordinated with inner sleeve (5) gap.
5. attachment means for link block steel frame according to claim 2, it is characterised in that：Described connection
Plate (2) is provided with a pilot hole (10) being engaged with inner sleeve (5).
6. attachment means for link block steel frame according to claim 2, it is characterised in that：Described connection
Plate (2) is provided with two pilot holes (10) being engaged with inner sleeve (5) side by side.
7. attachment means for link block steel frame according to claim 2, it is characterised in that：Described connection
Plate (2) Central Symmetry is provided with four pilot holes (10) being engaged with inner sleeve (5).
8. attachment means for link block steel frame according to claim 6 or 7, it is characterised in that：The phase
A muscle (11) is provided between adjacent pilot hole (10).
9. attachment means for link block steel frame according to claim 1, it is characterised in that：Described undertaking
Angle steel (4) includes the first continuing surface (41) at right angles to each other and the second continuing surface (42), on described the second continuing surface (42)
It is provided with the through hole (8) being engaged with connecting plate upper bolt hole (9).
10. a kind of method of attachment of modularization beam-to-column connection device as claimed in claim 1, it is characterised in that：Including such as
Lower step：
(1) by construction requirement, prefabricated required the first quadrate steel pipe column (1), the second quadrate steel pipe column (6), inner sleeve in factory
(5) angle steel (4) and connecting plate (2) are accepted,；
(2) the first continuing surface (41) that will accept angle steel (4) is welded on the top of inner sleeve (5) locating piece (7)；
(3) in advance will be inner sleeve (5) embedded second quadrate steel pipe column (6) interior in factory, by the locating piece (7) of inner sleeve (5)
The post mouth position for being stuck in the second quadrate steel pipe column (6) is positioned；
(4) inner sleeve (5) and the second quadrate steel pipe column (6) are welded, and locating piece (7) is polishing to and inner sleeve (5) and is connected
The lower surface outline of plate (2) is flushed, then will be weld seam polishing complete；
(5) 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 (6) connect into lower module steel frame；
(6) 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 (6) of block steel frame is fixed with foundation construction；
(7) connecting plate (2) is lifted to above the inner sleeve of lower module steel frame (5), and is fallen, inner sleeve (5) is covered
Enter in the pilot hole (10) of connecting plate (2), while second continuing surface (42) of the undertaking angle steel (4) of inner sleeve (5) side is held
Connecting plate (2) is positioned, the bolt hole (9) on the second continuing surface (42) is logical with connecting plate (2) using high-strength bolt (3)
Hole (8) is connected with each other, and is fixed；Upper layer module steel frame is lifted to the inner sleeve of lower module steel frame (5)
Top, and contact inner sleeve (5) under first quadrate steel pipe column (1) of upper layer module steel frame, will be dropped down onto so that inner sleeve (5)
In first quadrate steel pipe column (1) of the embedded upper layer module steel frame in upper end, hold by second of the undertaking angle steel on inner sleeve (5)
Junction (42) accepts the first quadrate steel pipe column (1)；Upper surface of the bottom of the first quadrate steel pipe column (1) with connecting plate (2) is carried out
Welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611198310.4A CN106522374B (en) | 2016-12-22 | 2016-12-22 | Connecting device for connecting modular steel frames and connecting method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611198310.4A CN106522374B (en) | 2016-12-22 | 2016-12-22 | Connecting device for connecting modular steel frames and connecting method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106522374A true CN106522374A (en) | 2017-03-22 |
| CN106522374B CN106522374B (en) | 2022-01-28 |
Family
ID=58340646
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611198310.4A Active CN106522374B (en) | 2016-12-22 | 2016-12-22 | Connecting device for connecting modular steel frames and connecting method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106522374B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469209A (en) * | 2018-10-19 | 2019-03-15 | 科能源科技（天津）有限公司 | A kind of modular architectural |
| CN111561055A (en) * | 2019-02-14 | 2020-08-21 | 其士(建筑)有限公司 | Steel module assembling member and steel module assembling member connector |
| CN113700151A (en) * | 2021-08-04 | 2021-11-26 | 广东玖米建筑有限公司 | Aluminum alloy modularization technology |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3822519A (en) * | 1971-06-28 | 1974-07-09 | Avan Ind Inc | Building structure |
| JPH07279920A (en) * | 1994-04-01 | 1995-10-27 | Nippon Steel Corp | Joint structure for steel pipe |
| FR2748053A1 (en) * | 1996-04-24 | 1997-10-31 | Heurgue Gerard Pierre | Structure for building modular factories particularly for preparing animal feed |
| JP2004285816A (en) * | 2003-01-28 | 2004-10-14 | Shimizu Corp | Joint structure for column, and connector member for the same |
| EP2169132A2 (en) * | 2008-09-24 | 2010-03-31 | Hein, Viktoria | Slab-shaped construction element |
| CN104213637A (en) * | 2014-08-11 | 2014-12-17 | 美国国绿投资集团 | Integrated type steel structure building |
| CN206289743U (en) * | 2016-12-22 | 2017-06-30 | 青岛理工大学 | For the attachment means of link block steel frame |
-
2016
- 2016-12-22 CN CN201611198310.4A patent/CN106522374B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3822519A (en) * | 1971-06-28 | 1974-07-09 | Avan Ind Inc | Building structure |
| JPH07279920A (en) * | 1994-04-01 | 1995-10-27 | Nippon Steel Corp | Joint structure for steel pipe |
| FR2748053A1 (en) * | 1996-04-24 | 1997-10-31 | Heurgue Gerard Pierre | Structure for building modular factories particularly for preparing animal feed |
| JP2004285816A (en) * | 2003-01-28 | 2004-10-14 | Shimizu Corp | Joint structure for column, and connector member for the same |
| EP2169132A2 (en) * | 2008-09-24 | 2010-03-31 | Hein, Viktoria | Slab-shaped construction element |
| CN104213637A (en) * | 2014-08-11 | 2014-12-17 | 美国国绿投资集团 | Integrated type steel structure building |
| CN206289743U (en) * | 2016-12-22 | 2017-06-30 | 青岛理工大学 | For the attachment means of link block steel frame |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469209A (en) * | 2018-10-19 | 2019-03-15 | 科能源科技（天津）有限公司 | A kind of modular architectural |
| CN109469209B (en) * | 2018-10-19 | 2020-05-01 | 一科能源科技（天津）有限公司 | Modular building |
| CN111561055A (en) * | 2019-02-14 | 2020-08-21 | 其士(建筑)有限公司 | Steel module assembling member and steel module assembling member connector |
| CN111561055B (en) * | 2019-02-14 | 2022-05-24 | 其士(建筑)有限公司 | Steel module assembling member and steel module assembling member connector |
| CN113700151A (en) * | 2021-08-04 | 2021-11-26 | 广东玖米建筑有限公司 | Aluminum alloy modularization technology |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106522374B (en) | 2022-01-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206289743U (en) | For the attachment means of link block steel frame | |
| CN106522374A (en) | Connecting device for connecting modular steel frames and connecting method of connecting device | |
| CN103437425A (en) | Connecting joint of prefabricated hollow steel-reinforced concrete column and steel beam and construction method | |
| CN103104092B (en) | Support composite structure of beam and slab | |
| CN206337641U (en) | Transverse joint connecting node between a kind of prefabricated board wall layers | |
| CN106677353B (en) | A kind of twin columns twin beams attachment device of assembling type steel structure | |
| CN106522363B (en) | Modularization beam-to-column connection device and attaching method thereof | |
| CN108240037A (en) | Transverse joint connecting node between a kind of prefabricated board wall layers | |
| CN206071093U (en) | The ruggedized construction of steel tube concrete frame puncheon after a kind of shake | |
| CN206233358U (en) | Modularization beam-to-column connection device | |
| CN110565810A (en) | Detachable connecting node between beam columns and connecting method | |
| CN106368318A (en) | Column-column joint of assembly type frame structure and construction method | |
| CN206256544U (en) | Assembled light steel frame Tenon connected structure | |
| CN104153630A (en) | Transition connection method of hybrid wind power towers | |
| CN213115212U (en) | Assembled building constructional column | |
| CN103967218B (en) | The light steel in square-section-timber with small diameter combination load-bearing pillar and preparation method | |
| CN209482461U (en) | A kind of steel-structure beam-column node attachment device | |
| CN203034916U (en) | Assembled construction barrier | |
| CN203462651U (en) | Insertion directly-embedded type steel truss connecting structure | |
| CN207728045U (en) | Whole dismountable steel construction swimming pool | |
| CN205348830U (en) | Detachable post is with consolidating atress component | |
| CN106284644B (en) | A kind of residential architecture structural system and its method of construction suitable for industrialized production | |
| CN210049492U (en) | Multilayer modularization house support column connection structure | |
| CN110005135A (en) | Multi-layered modular house support column connection structure and connection method | |
| CN213358968U (en) | Connecting device for T-shaped connecting part of lifting wall and lifting building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |