CN108360693A - A kind of novel rod iron attachment device of Super High and method - Google Patents
A kind of novel rod iron attachment device of Super High and method Download PDFInfo
- Publication number
- CN108360693A CN108360693A CN201810230631.0A CN201810230631A CN108360693A CN 108360693 A CN108360693 A CN 108360693A CN 201810230631 A CN201810230631 A CN 201810230631A CN 108360693 A CN108360693 A CN 108360693A
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- CN
- China
- Prior art keywords
- rod iron
- otic placode
- super high
- connecting plate
- novel
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
Abstract
The present invention discloses a kind of novel rod iron attachment device of Super High, including the solid rod iron of upper circular, lower part circular solids rod iron, top otic placode, lower part otic placode, connecting plate and bolt；Wherein, weldering is equipped with the top otic placode on the solid rod iron of the upper circular, and weldering is equipped with the lower part otic placode on the lower part circular solids rod iron；The top otic placode is connected with the lower part otic placode by the connecting plate, and is fixedly connected using the bolt.Invention additionally discloses a kind of novel rod iron connection methods of Super High, such connection method will solve weld on the inside of rod iron, it will be connected and fixed and level weld seam requirement is unsatisfactory for by horizontal direction be changed to vertically connect, satisfaction is welded to connect requirement, meet permanently connected and is fixed temporarily effect, welding procedure difficulty is reduced, factory's welding procedure time is reduced, and ensures rod iron welding quality.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to a kind of novel rod iron attachment device of Super High and method.
Background technology
Building trade develops on a large scale with the economic of country, and more and more high-rise buildings increase every year, strengthening concrete
Structure is as the vertical main bearing member of Super High, and the connection of stiffened steel structure becomes quality control key takeaway, to Super High
Structure play a key effect safely.
Application number CN201620809388.4 discloses a kind of column construction for the high-rise building being suitable for double plate connections,
Belong to assembled architecture technical field.Including column ontology, the short transverse at least side of column ontology is equipped with biserial steel plate, and steel plate hangs down
It is directly configured in the upper and lower surfaces of column ontology, steel plate is equipped with several circular holes, and nut, spiral shell are welded at the circular hole on steel plate
Mother is located at the opposite side of biserial steel plate, and bindiny mechanism is respectively equipped on the upper and lower surfaces of column ontology.The utility model provides
Column construction, can be used for the connection with shingle nail in the high-rise building of double plates connections, it is quick and easy for installation；
To reduce super high steel structure dosage, reducings the construction costs, have studied new steel structure system, and generate therewith new
The construction technologies such as type connection method.
Invention content
For above-mentioned background technology there are the problem of, type of the present invention provides a kind of novel rod iron attachment device of Super High and side
Method, the device installation site is flexible, can be adjusted according to scene, and easy for installation, quick, sound construction is safe and reliable, has extensive
Practical reference value.The present invention is mainly suitable for the novel rod irons of Super High and reinforced concrete composite structure stress system, use
Verticality and position adjust issue handling situation after solution rod iron connecting node is fixed and rod iron connects.
The purpose of the present invention can be achieved through the following technical solutions：
A kind of novel rod iron attachment device of Super High, including the solid rod iron of upper circular, lower part circular solids rod iron, top
Otic placode, lower part otic placode, connecting plate and bolt；Wherein, weldering is equipped with the top otic placode on the solid rod iron of the upper circular, described
Weldering is equipped with the lower part otic placode on the circular solids rod iron of lower part；By the connecting plate by the top otic placode and the lower part ear
Plate connects, and is fixedly connected using the bolt.
Top otic placode and lower part otic placode, Mei Gegang are respectively welded on the solid rod iron of upper circular and lower part circular solids rod iron
Stick link position is three tie points, and tie point angle is 120 degree.
The connecting plate top opens up screw hole, vertical height 36mm.
A kind of novel rod iron connection method of Super High, includes the following steps：
1) top otic placode and lower part otic placode, are respectively welded at the solid rod iron of upper circular, lower part circular solids in factory
On rod iron；
2) it, when on-site hoisting to installation site, is connect with top otic placode and lower part otic placode using connecting plate, using M16# spiral shells
Bolt is tentatively fixed, first fixes connecting portion on the outside of rod iron, rear fixed rod iron inside connecting portion；
3) needs, are checked according to rod iron verticality, top rod iron verticality is adjusted.
Beneficial effects of the present invention：
1, such connection method will solve weld on the inside of rod iron, and weld seam is unsatisfactory for by horizontal direction by being connected and fixed
It is required that being changed to vertically connect, satisfaction is welded to connect requirement.
2, meet permanently connected and be fixed temporarily effect.
3, have the function of adjusting rod iron verticality.
4, welding procedure difficulty is reduced, factory's welding procedure time is reduced, and ensures rod iron welding quality.
5, accelerate in-site installation speed, because welding is that factory makes, is not necessarily to site welding, accelerates rod iron installation speed.
Description of the drawings
In order to facilitate the understanding of those skilled in the art, the present invention will be further described below with reference to the drawings.
Fig. 1 is the elevational schematic view of the present invention；
Fig. 2 is the horizontal profile schematic diagram of the present invention；
Fig. 3 is the otic placode drawing of the present invention；
Fig. 4 is the connecting plate drawing of the present invention.
Specific implementation mode
Technical scheme of the present invention is clearly and completely described below in conjunction with embodiment, it is clear that described reality
It is only a part of the embodiment of the present invention to apply example, instead of all the embodiments.Based on the embodiments of the present invention, this field is general
All other embodiment that logical technical staff is obtained without creative efforts belongs to what the present invention protected
Range.
A kind of novel rod iron attachment device of Super High includes mainly upper circular single solid steel referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4
Stick 1, lower part circular solids rod iron 2, top otic placode 3, lower part otic placode 4, connecting plate 5 and M16 bolts 6；
Wherein, weldering is equipped with top otic placode 3 on the solid rod iron 1 of upper circular, and weldering is equipped with lower part on lower part circular solids rod iron 2
Otic placode 4 is connected top otic placode 3 and lower part otic placode 4 by connecting plate 5, and is fixedly connected using M16 bolts 6；
Further, top otic placode 3 is respectively welded on the solid rod iron 1 of upper circular and lower part circular solids rod iron 2 under
Portion's otic placode 4, each rod iron link position are three tie points, and tie point angle is 120 degree；Referring to Fig. 2, linkage section horizontal direction
Top otic placode 3 and lower part otic placode 4 are respectively three pieces, convenient for being adjusted to rod iron verticality, and are permanently connected, top otic placode 3
It is 50mm (B) × 60mm (L) × 18mm (H) with 4 size of lower part otic placode.
Further, 5 top of connecting plate opens up screw hole, vertical height 36mm, convenient for 1 verticality of top rod iron and
Horizontal position is adjusted, and 3 tie points are arranged in each connecting pin, and as permanently connected point, without carrying out horizontal connection side
To welding, weld interval is reduced；Referring to Fig. 4,5 size of the connecting plate is 50mm (B) × 400mm (L) × 16mm (H), top
Bolt aperture is vertically 36mm, can carry out a certain range of movement to connecting plate fixed position.
Further, in above-mentioned technical proposal, connection ring, connection ring both ends are also provided between adjacent connection plates 5
Equipped with screw thread, the through-hole opened up in the middle part of connecting plate is may pass through, is connected by nut；
It is also provided with curved plates, curved plates both ends and phase between adjacent top otic placode 3, adjacent lower part otic placode 4
Adjacent otic placode connection；
A kind of novel rod iron connection method of Super High, includes the following steps：
1, it needs top otic placode 3 and lower part otic placode 4 being welded on rod iron in factory.
2, it is connect with top otic placode 3 and lower part otic placode 4 using connecting plate 5 when on-site hoisting to installation site, using M16#
Bolt 6 is tentatively fixed, first fixes connecting portion on the outside of rod iron, rear to fix connecting portion on the inside of rod iron.
3, needs are checked according to rod iron verticality, rod iron 1 verticality in top is adjusted.
A kind of novel rod iron attachment device of Super High provided by the invention and method, including the solid rod iron of upper circular, under
Portion's circular solids rod iron, top otic placode, lower part otic placode, connecting plate, M16 bolts, top otic placode 3 and lower part otic placode 4 are by adding
Top rod iron 1 and lower part rod iron 2 are attached by connecting plate 5, and tie point is fixedly connected by M16 bolts 6；The connection method
By welding upper and lower part otic placode on the circular solids rod iron of upper and lower part, upper and lower part otic placode is attached using connecting plate, is used
M16# bolts are fixed, and ensure that connection is met the requirements.
By solving not welding on the inside of rod iron, weld seam mainly is unsatisfactory for by being connected and fixed by horizontal direction by the present invention
It is required that being changed to vertically connect, satisfaction is welded to connect requirement, and meets adjustable requirement after rod iron is tentatively fixed, and hangs down convenient for rod iron
Straight degree adjustment, facilitates site operation.
Present invention disclosed above preferred embodiment is only intended to help to illustrate the present invention.There is no detailed for preferred embodiment
All details are described, are not limited the invention to the specific embodiments described.Obviously, according to the content of this specification,
It can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is in order to preferably explain the present invention
Principle and practical application, to enable skilled artisan to be best understood by and utilize the present invention.The present invention is only
It is limited by claims and its full scope and equivalent.
Claims (4)
1. a kind of novel rod iron attachment device of Super High, which is characterized in that round including the solid rod iron of upper circular (1), lower part
Solid rod iron (2), top otic placode (3), lower part otic placode (4), connecting plate (5) and bolt (6)；
Wherein, weldering is equipped with the top otic placode (3), the lower part circular solids rod iron on the solid rod iron of the upper circular (1)
(2) weldering is equipped with the lower part otic placode (4) on；By the connecting plate (5) by the top otic placode (3) and the lower part otic placode
(4) it connects, and is fixedly connected using the bolt (6).
2. the novel rod iron attachment device of a kind of Super High according to claim 1, which is characterized in that solid in upper circular
Each welding top otic placode (3) and lower part otic placode (4), each rod iron link position on rod iron (1) and lower part circular solids rod iron (2)
For three tie points, tie point angle is 120 degree.
3. the novel rod iron attachment device of a kind of Super High according to claim 1, which is characterized in that the connecting plate (5)
Top opens up screw hole, vertical height 36mm.
4. a kind of novel rod iron connection method of Super High, which is characterized in that include the following steps：
1) top otic placode (3) and lower part otic placode (4), are respectively welded at the solid rod iron of upper circular (1), lower part circle in factory
On solid rod iron (2)；
2) it, when on-site hoisting to installation site, is connect, is used with top otic placode (3) and lower part otic placode (4) using connecting plate (5)
Bolt (6) is tentatively fixed, first fixes connecting portion on the outside of rod iron, rear to fix connecting portion on the inside of rod iron；
3) needs, are checked according to rod iron verticality, top rod iron (1) verticality is adjusted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810230631.0A CN108360693A (en) | 2018-03-20 | 2018-03-20 | A kind of novel rod iron attachment device of Super High and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810230631.0A CN108360693A (en) | 2018-03-20 | 2018-03-20 | A kind of novel rod iron attachment device of Super High and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108360693A true CN108360693A (en) | 2018-08-03 |
Family
ID=63000643
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810230631.0A Pending CN108360693A (en) | 2018-03-20 | 2018-03-20 | A kind of novel rod iron attachment device of Super High and method |
Country Status (1)
| Country | Link |
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| CN (1) | CN108360693A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111140010A (en) * | 2018-11-06 | 2020-05-12 | 河南绿建建筑科技有限公司 | Vertical connection construction method for upper layer and lower layer of assembled steel-concrete combined pipe |
Citations (7)
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|---|---|---|---|---|
| KR20090007074U (en) * | 2008-01-09 | 2009-07-13 | 정창무 | a connector for inserting panel |
| CN201874154U (en) * | 2010-12-02 | 2011-06-22 | 北京建工集团有限责任公司 | Inclined steel pipe concrete column |
| CN103104033A (en) * | 2011-11-10 | 2013-05-15 | 同济大学 | Steel pipe splicing non-protrusion conversion type connection node |
| CN204023801U (en) * | 2014-08-05 | 2014-12-17 | 山东莱钢建设有限公司 | Steel column butt joint linkage |
| CN205369524U (en) * | 2015-12-04 | 2016-07-06 | 沈阳中辰钢结构工程有限公司 | Many high -rise building of steel construction side pipe concrete column building site concatenation node |
| CN205804591U (en) * | 2016-07-05 | 2016-12-14 | 重庆大学 | A kind of node connected for precast concrete frame column assembled |
| CN106760197A (en) * | 2016-12-02 | 2017-05-31 | 江苏沪宁钢机股份有限公司 | A kind of method that allowable error is installed in steel column structure and its control |
-
2018
- 2018-03-20 CN CN201810230631.0A patent/CN108360693A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090007074U (en) * | 2008-01-09 | 2009-07-13 | 정창무 | a connector for inserting panel |
| CN201874154U (en) * | 2010-12-02 | 2011-06-22 | 北京建工集团有限责任公司 | Inclined steel pipe concrete column |
| CN103104033A (en) * | 2011-11-10 | 2013-05-15 | 同济大学 | Steel pipe splicing non-protrusion conversion type connection node |
| CN204023801U (en) * | 2014-08-05 | 2014-12-17 | 山东莱钢建设有限公司 | Steel column butt joint linkage |
| CN205369524U (en) * | 2015-12-04 | 2016-07-06 | 沈阳中辰钢结构工程有限公司 | Many high -rise building of steel construction side pipe concrete column building site concatenation node |
| CN205804591U (en) * | 2016-07-05 | 2016-12-14 | 重庆大学 | A kind of node connected for precast concrete frame column assembled |
| CN106760197A (en) * | 2016-12-02 | 2017-05-31 | 江苏沪宁钢机股份有限公司 | A kind of method that allowable error is installed in steel column structure and its control |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111140010A (en) * | 2018-11-06 | 2020-05-12 | 河南绿建建筑科技有限公司 | Vertical connection construction method for upper layer and lower layer of assembled steel-concrete combined pipe |
| CN111140010B (en) * | 2018-11-06 | 2021-06-25 | 河南绿建建筑科技有限公司 | Vertical connection construction method for upper layer and lower layer of assembled steel-concrete combined pipe |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180803 |
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| RJ01 | Rejection of invention patent application after publication |