CN108193775A - A kind of more high-rise assembling type steel structure systems of hollow irregular column - Google Patents
A kind of more high-rise assembling type steel structure systems of hollow irregular column Download PDFInfo
- Publication number
- CN108193775A CN108193775A CN201810012727.XA CN201810012727A CN108193775A CN 108193775 A CN108193775 A CN 108193775A CN 201810012727 A CN201810012727 A CN 201810012727A CN 108193775 A CN108193775 A CN 108193775A
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- Prior art keywords
- thread bush
- installation set
- column
- installation
- groove
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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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention discloses assembling type steel structure systems high-rise more than a kind of hollow irregular column, including Special-Shaped Column, mounting groove, further include the first installation set, first connecting seat of the first escape groove and the first thread bush composition, further include the second installation set, connector sleeve, second connecting seat of the second escape groove and the second thread bush composition, a kind of more high-rise assembling type steel structure systems of hollow irregular column, clever structure, it is powerful, it is acted on first by firm bridging structure, not only realize quick assembling, also greatly strengthen the stability of steel construction entirety, also improve the speed of construction, secondly by the concave design of Special-Shaped Column, it can realize pouring into for concrete, strengthen effective filling of follow-up concreting, finally improve the whole anti seismic efficiency of building and stability, utilize the popularization and application of industry.
Description
Technical field
The present invention relates to the more high-rise assembling type steel structure bodies of technical field of structural engineering more particularly to a kind of hollow irregular column
System.
Background technology
Concrete filled steel tube be in steel pipe fill concrete form, it using two kinds of materials of steel pipe and concrete by
Interaction during power, i.e. steel pipe are to the effect of contraction of core concrete so that concrete is in the shape of multi-direction compression
State, so that concrete strength improves, ductility is improved；At the same time, due to the presence of concrete, it can delay or keep away
Exempt from steel pipe and local buckling occurs to early, ensure giving full play to for steel performance.In the work progress of concrete filled steel tube, steel pipe can
Using the formwork for placing as its core concrete, compared with armored concrete, formwork cost can be saved, accelerates speed of application.
According to above-mentioned, traditional at present steel construction, common configuration is simple, is mostly made of square steel tube bridge joint, this
Although traditional structure has certain intensity and fastness, but outer wall of steel pipe and concrete contact site are plane, i.e., can not be very
Good realization concrete pours into filling, reduces the whole anti seismic efficiency of building and intensity, in addition, existing steel construction bridges
Mode is mostly to weld, not only time-consuming and laborious in this way, also has very high requirement to the technical merit of staff, increases engineering
Input, is unfavorable for the popularization and application of industry, in view of disadvantages described above, it is really necessary to design high-rise assembled more than a kind of hollow irregular column
Steel structure system.
Invention content
The technical problems to be solved by the invention are：There is provided a kind of hollow irregular column more high-rise assembling type steel structure bodies
System, to solve the problems, such as that background technology proposes.
In order to solve the above technical problems, the technical scheme is that：A kind of more high-rise assembled steel knots of hollow irregular column
Structure system, including Special-Shaped Column, mounting groove, the first company for further including the first installation set, the first escape groove and the first thread bush composition
Joint chair further includes the second connecting seat of the second installation set, connector sleeve, the second escape groove and the second thread bush composition, and described is different
Shape column quantity is several, and the mounting groove quantity is several, and the mounting groove is distributed in special-shaped column outer wall four sides, institute
The mounting groove stated is thread groove, and the first connecting seat quantity is several, and first escape groove is located at the first peace
Encapsulation inside circumference middle-end, first escape groove are circular groove, and first thread bush is in the first installation set
Portion's surrounding middle-end, first thread bush are integrally connected with the first installation set, and the second connecting seat quantity is several,
The connector sleeve is located at the second installation set outer wall side middle-end, and the connector sleeve is integrally connected with the second installation set, described
The second escape groove be located at the second installation set upper and lower ends and connector sleeve inside circumference, second escape groove is round recessed
Slot, second thread bush is through upper and lower ends inside the second installation set and connector sleeve inside circumference, second screw thread
Set is integrally connected respectively with the second installation set and connector sleeve.
Further, middle-end and four corners are additionally provided with lightening hole inside the Special-Shaped Column, and the lightening hole is round logical
Hole.
Further, the special-shaped column outer wall surrounding is additionally provided with limiting slot, and the limiting slot is U-shaped groove.
Further, installation bolt, the installation spiral shell are also equipped with inside first thread bush and the second thread bush
Bolt is connected respectively with the first thread bush and the second thread bush screw thread rotation.
Further, it is additionally provided with plug inside first escape groove and the second escape groove, the plug is respectively with
One installation set, the second installation set are connected with connection external threading, and the plug is anti-rust metal material.
Compared with prior art, the more high-rise assembling type steel structure systems of a kind of hollow irregular column, during installation, staff
It is assembled according to actual conditions, concrete operations are as follows；1st, two Special-Shaped Columns are inserted into left and right two inside the first connector sleeve respectively
Side, then by installation bolt be inserted into the first escape groove and pass through the first thread bush screw in mounting groove inside, i.e., by installation bolt with
The mating reaction of mounting groove, the installation so as to fulfill the first connecting seat and different in nature column are fixed, that is, reach the bridge to two Special-Shaped Columns
Connect fixation, 2, three Special-Shaped Columns are inserted into the left and right sides and connector sleeve lower end inside the second installation set respectively, then by installation bolt
It is inserted into the second escape groove and passes through the second thread bush and screw in inside mounting groove, i.e., cooperated by installation bolt and matching for mounting groove
With the bridge joint so as to fulfill three Special-Shaped Columns is fixed, and eventually by above two mode, realizes a variety of assembling sides of steel construction
Formula effectively avoids the problem of conventionally employed welding manner is time-consuming and laborious, meanwhile, because of the effect of Special-Shaped Column surrounding limiting slot,
Connected fastness can not only be improved, and because of the reserved effect of limiting slot, can realize pouring into for concrete, strengthen follow-up mixed
Effective filling that solidifying soil pours, finally improves the whole anti seismic efficiency of building and how high stability, a kind of hollow irregular column be
Layer assembling type steel structure system, clever structure is powerful, is acted on first by firm bridging structure, not only realizes fast
Speed assembling also greatly strengthens the stability of steel construction entirety, the speed of construction is also improved, secondly by the recess of Special-Shaped Column
Design, can realize pouring into for concrete, strengthen effective filling of follow-up concreting, finally improve building entirety
Anti seismic efficiency and stability, using the popularization and application of industry, meanwhile, lightening hole is to reduce material, mitigate weight, and pass through
Distributing designs, and the problem of avoiding the single large-diameter hollow pipe of tradition, be easily reduced intensity, plug is in order to installation bolt
Corrosion protection is carried out, extraneous oxygen is effectively avoided to be influenced with moisture on the oxidation of installation bolt.
Description of the drawings
Fig. 1 is a kind of assembling stereogram of the more high-rise assembling type steel structure systems of hollow irregular column；
Fig. 2 is Special-Shaped Column stereogram；
Fig. 3 is the first connecting seat position stereogram；
Fig. 4 is the second connecting seat position stereogram；
Fig. 5 is Special-Shaped Column front view；
Fig. 6 is Special-Shaped Column sectional view；
Fig. 7 is the first connecting seat and different in nature column installation condition sectional view；
Fig. 8 is the first connecting seat position sectional view；
In figure：Special-Shaped Column 1, mounting groove 2, the first installation set 3, the first escape groove 4, the first thread bush 5, the second installation set 6, connection
Cover the 7, second escape groove 8, the second thread bush 9, lightening hole 101, limiting slot 102, installation bolt 103, plug 104.
Following specific embodiment will combine above-mentioned attached drawing and further illustrate.
Specific embodiment
Hereinafter, a variety of specific details are elaborated, in order to provide the saturating of the concept to forming described embodiment basis
Thorough understanding, however, it will be apparent to those skilled in the art that described embodiment can be in these no specific details
In it is some or all in the case of put into practice, in other cases, do not specifically describe well-known processing step.
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, a kind of more high-rise assembled steel knots of hollow irregular column
Structure system including Special-Shaped Column 1, mounting groove 2, the first installation set 3, the first escape groove 4, the first thread bush 5, the second installation set 6, connects
Female connector 7, the second escape groove 8, the second thread bush 9,1 quantity of Special-Shaped Column is several, if 2 quantity of mounting groove is
Dry part, the mounting groove 2 are distributed in 1 outer wall of Special-Shaped Column four sides, and the mounting groove 2 is thread groove, and described first connects
Joint chair quantity is several, and first escape groove 4 is located at 3 inside circumference middle-end of the first installation set, and described first avoids
Slot 4 is circular groove, and first thread bush 5 runs through 3 inside circumference middle-end of the first installation set, first thread bush 5
It is integrally connected with the first installation set 3, the second connecting seat quantity is several, and the connector sleeve 7 is located at the second installation
6 outer wall side middle-ends are covered, the connector sleeve 7 is integrally connected with the second installation set 6, and second escape groove 8 is located at second
7 inside circumference of 6 upper and lower ends of installation set and connector sleeve, second escape groove 8 be circular groove, second thread bush
9 run through 6 inside upper and lower ends of the second installation set and 7 inside circumference of connector sleeve, and second thread bush 9 is installed respectively with second
Set 6 and connector sleeve 7 are integrally connected, and the 1 inside middle-end of Special-Shaped Column and four corners are additionally provided with lightening hole 101, the loss of weight
Hole 101 is circular through hole, and the 1 outer wall surrounding of Special-Shaped Column is additionally provided with limiting slot 102, and the limiting slot 102 is U-shaped recessed
Slot is also equipped with installation bolt 103 inside first thread bush 5 and the second thread bush 9, and the installation bolt 103 is divided
It is not connected with the first thread bush 5 and 9 screw thread rotation of the second thread bush, first escape groove 4 and 8 inside of the second escape groove are also
Equipped with plug 104, the plug 104 is connected, and institute respectively with the first installation set 3, the second installation set 6 and 7 screw thread of connector sleeve
The plug 104 stated is anti-rust metal material.
A kind of more high-rise assembling type steel structure systems of hollow irregular column, during installation, staff according to actual conditions into
Luggage is matched, and concrete operations are as follows；1st, two Special-Shaped Columns 1 are inserted into the 3 inside left and right sides of the first connector sleeve respectively, then spiral shell will be installed
Bolt 103 is inserted into the first escape groove 4 and passes through the first thread bush 5 and screws in inside mounting groove 2, that is, passes through installation bolt 103 and installation
The mating reaction of slot 2, the installation so as to fulfill the first connecting seat and different in nature column 1 are fixed, that is, reach the bridge joint to two Special-Shaped Columns 1
It is fixed, 2, three Special-Shaped Columns 1 are inserted into the 6 inside left and right sides of the second installation set and 7 lower end of connector sleeve respectively, then by installation bolt
103 the second escape groove 8 of insertion simultaneously pass through inside the second thread bush 9 screw-in mounting groove 2, that is, pass through installation bolt 103 and mounting groove 2
Mating reaction, the bridge joint so as to fulfill three Special-Shaped Columns 1 fixes, and eventually by above two mode, realizes steel construction
A variety of assembly methods effectively avoid the problem of conventionally employed welding manner is time-consuming and laborious, meanwhile, because 1 surrounding of Special-Shaped Column limits
The effect of position slot 102, can not only improve connected fastness, and because of the reserved effect of limiting slot 102, can realize concrete
It pours into, strengthens effective filling of follow-up concreting, finally improve the whole anti seismic efficiency of building and stability, together
When, lightening hole 101 is to reduce material, mitigate weight, and design by distributing, avoids the single large-diameter hollow of tradition
The problem of managing, being easily reduced intensity, plug 104 are to carry out corrosion protection to installation bolt 103, effectively avoid extraneous oxygen
Gas influences the oxidation of installation bolt 103 with moisture.
The present invention is not limited to above-mentioned specific embodiment, those of ordinary skill in the art from above-mentioned design,
Without performing creative labour, the various transformation made are within the scope of the present invention.
Claims (5)
1. the more high-rise assembling type steel structure systems of a kind of hollow irregular column, it is characterised in that including Special-Shaped Column, mounting groove, further include
First connecting seat of the first installation set, the first escape groove and the first thread bush composition, further includes the second installation set, connector sleeve, the
Second connecting seat of two escape groove and the second thread bush composition, the Special-Shaped Column quantity are several, the installation slot number
It is several to measure, and the mounting groove is distributed in special-shaped column outer wall four sides, and the mounting groove is thread groove, described first
Connecting seat quantity is several, and first escape groove is located at the first installation set inside circumference middle-end, and described first avoids
Slot is circular groove, and first thread bush runs through the first installation set inside circumference middle-end, first thread bush and the
One installation set is integrally connected, and the second connecting seat quantity is several, and the connector sleeve is located at the second installation set outer wall
Side middle-end, the connector sleeve are integrally connected with the second installation set, and second escape groove is located above and below the second installation set
Both ends and connector sleeve inside circumference, second escape groove are circular groove, and second thread bush is through the second installation
The internal upper and lower ends of set and connector sleeve inside circumference, second thread bush respectively with the second installation set and connector sleeve one phase
Even.
2. the more high-rise assembling type steel structure systems of a kind of hollow irregular column as described in claim 1, it is characterised in that described
Middle-end and four corners are additionally provided with lightening hole inside Special-Shaped Column, and the lightening hole is circular through hole.
3. the more high-rise assembling type steel structure systems of a kind of hollow irregular column as claimed in claim 2, it is characterised in that described
Special-shaped column outer wall surrounding is additionally provided with limiting slot, and the limiting slot is U-shaped groove.
4. the more high-rise assembling type steel structure systems of a kind of hollow irregular column as claimed in claim 3, it is characterised in that described
Also be equipped with installation bolt inside first thread bush and the second thread bush, the installation bolt respectively with the first thread bush and
Two thread bush screw thread rotations are connected.
5. the more high-rise assembling type steel structure systems of a kind of hollow irregular column as claimed in claim 4, it is characterised in that described
Be additionally provided with plug inside first escape groove and the second escape groove, the plug respectively with the first installation set, the second installation set and
Connection external threading is connected, and the plug is anti-rust metal material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810012727.XA CN108193775A (en) | 2018-01-06 | 2018-01-06 | A kind of more high-rise assembling type steel structure systems of hollow irregular column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810012727.XA CN108193775A (en) | 2018-01-06 | 2018-01-06 | A kind of more high-rise assembling type steel structure systems of hollow irregular column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108193775A true CN108193775A (en) | 2018-06-22 |
Family
ID=62588003
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810012727.XA Pending CN108193775A (en) | 2018-01-06 | 2018-01-06 | A kind of more high-rise assembling type steel structure systems of hollow irregular column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108193775A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942593A (en) * | 2021-01-28 | 2021-06-11 | 上海绿地建设(集团)有限公司 | Special-shaped column node connection structure for assembly type building |
| CN113047439A (en) * | 2021-03-26 | 2021-06-29 | 深圳市瑞鑫钢结构工程有限公司 | Multilayer large-span assembled integral space steel grid building structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005076710A (en) * | 2003-08-29 | 2005-03-24 | Okamura Corp | Connecting structure of cylindrical body and inner rod |
| CN1735736A (en) * | 2002-12-03 | 2006-02-15 | 亨里咨询有限公司 | Structural building element |
| CN104251248A (en) * | 2014-09-10 | 2014-12-31 | 莆田市四合院文化传媒有限公司 | Connective building material and combined part used therewith |
| CN107675803A (en) * | 2017-09-11 | 2018-02-09 | 广州新赛尔特篷房技术有限公司 | Panel point connector |
-
2018
- 2018-01-06 CN CN201810012727.XA patent/CN108193775A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1735736A (en) * | 2002-12-03 | 2006-02-15 | 亨里咨询有限公司 | Structural building element |
| JP2005076710A (en) * | 2003-08-29 | 2005-03-24 | Okamura Corp | Connecting structure of cylindrical body and inner rod |
| CN104251248A (en) * | 2014-09-10 | 2014-12-31 | 莆田市四合院文化传媒有限公司 | Connective building material and combined part used therewith |
| CN107675803A (en) * | 2017-09-11 | 2018-02-09 | 广州新赛尔特篷房技术有限公司 | Panel point connector |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942593A (en) * | 2021-01-28 | 2021-06-11 | 上海绿地建设(集团)有限公司 | Special-shaped column node connection structure for assembly type building |
| CN113047439A (en) * | 2021-03-26 | 2021-06-29 | 深圳市瑞鑫钢结构工程有限公司 | Multilayer large-span assembled integral space steel grid building structure |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180622 |
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| WD01 | Invention patent application deemed withdrawn after publication |