CN208830763U - A kind of steel latticework support device of super-heavy component - Google Patents
A kind of steel latticework support device of super-heavy component Download PDFInfo
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- CN208830763U CN208830763U CN201821195547.1U CN201821195547U CN208830763U CN 208830763 U CN208830763 U CN 208830763U CN 201821195547 U CN201821195547 U CN 201821195547U CN 208830763 U CN208830763 U CN 208830763U
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- steel
- joist
- latticework
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- heavy component
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Abstract
The utility model discloses a kind of steel latticework support devices of super-heavy component, template including being mounted on major diameter column surrounding, it is disposed with row's back cord in template outside upright, an emissions groove steel is horizontally disposed on back cord, the channel steel both ends of symmetrical side are fixed by split bolt；It is disposed with Two bors d's oeuveres steel pipe on the outside of every emissions groove steel, is fixed between the Two bors d's oeuveres steel pipe of symmetrical side by one group of perforated bolt.The utility model is combined using channel steel and back cord etc. and is reinforced to template according to the requirement of major diameter framed column template reinforcement system, and it is firm not only to reinforce, but also avoids increasing the closeness of screw rod, improves construction efficiency.Meanwhile reinforcing body device using the utility model and not will cause the waste of construction material without using original PVC casing in steel column, it will not influence the safety of building structure.
Description
Technical field
The utility model relates to a kind of steel latticework support devices of super-heavy component, belong to main structural engineering construction technology neck
Domain.
Background technique
In the realm of building construction, full hall frame support system because material is light, the advantages that of setting up that simple, difficulty of construction is small due to
It is widely used.It constructs for super-heavy component, Steel-pipe scaffold support system is to meet requirement for bearing capacity, and upright bar spacing needs to be arranged
Smaller, density is larger；It causes theoretically to meet requirement for bearing capacity, because upright bar spacing is smaller during actually setting up, there is operation
Insufficient space, the phenomenon that can not constructing.Therefore, it is necessary to improve conventional construction method.
Utility model content
A kind of the purpose of the utility model is to provide structures simple, quick and easy for installation, reusable, bearing capacity
The steel latticework support device of the super-heavy component high, rigidity is big, stability is good, to overcome deficiency in the prior art.
The technical solution of the utility model includes: a kind of steel latticework support device of super-heavy component, including supporting frame with steel structure, steel
The lower end of joist, steel corbel, main joist, secondary joist and wood plywood, the supporting frame with steel structure is fixed on bottom by anchor bolt
On the basis of plate, longitudinally arranged steel joist, the wall column in supporting frame with steel structure two sides are erected at the top of supporting frame with steel structure
On be embedded with steel corbel, the either flush of steel corbel and steel joist is erected with the master of lateral arrangement on steel corbel and steel joist
Keel are erected with longitudinally arranged secondary joist on main joist, wood plywood are equipped at the top of secondary joist.
Further, the supporting frame with steel structure is formed by connecting by steel latticework standard knots more than two sections, the steel lattice
Structure standard knot includes four steel columns, horizontal brace rod and oblique connecting rod, and two pairs or more of ear is welded on every steel column
Plate, each pair of otic placode are mutually perpendicular to, and are connected separately with horizontal brace rod and oblique company by bolt on the otic placode of adjacent steel column
Extension bar is linked together four steel columns by horizontal brace rod and oblique connecting rod, forms steel latticework standard knot.
Further, the both ends of the steel column are welded with connecting plate, and adjacent steel latticework standard knot passes through connecting plate pair
It is connected together, and is fixed connecting plate by bolt.
Further, the two sides of the main joist are symmetrically welded with ribbed stiffener.
Due to the adoption of the above technical scheme, utility model has the advantages that the utility model uses steel latticework standard knot
Traditional construction super-heavy component is avoided using full hall frame supporter instead of the existing scaffold that brings house down as load main body
System leads to the security risk of Lack of support.Meanwhile the present invention is not only simple in structure, is quick and easy for installation, is reusable, and
And bearing capacity is high, rigidity is big, stability is good, avoids occupying construction space, is able to satisfy super-heavy component construction requirement.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the structural schematic diagram of steel latticework standard knot；
Fig. 3 is the attachment structure schematic diagram of supporting frame with steel structure and anchor bolt；
Fig. 4 is the attachment structure schematic diagram of connecting plate.
Description of symbols: 1- anchor bolt, 2- supporting frame with steel structure, 3- steel joist, 4- steel corbel, 5- ribbed stiffener, the main dragon of 6-
Bone, 7- secondary joist, 8- wood plywood, 9- steel latticework standard knot, 10- steel column, 11- otic placode, 12- bolt, 13- horizontal brace rod,
The oblique connecting rod of 14-, 15- connecting plate.
Specific embodiment
It is right with reference to the accompanying drawings and examples in order to keep the purpose of this utility model, technical solution and advantage clearer
The utility model is described in further detail.
The embodiments of the present invention: the structural schematic diagram of the steel latticework support device of super-heavy component as shown in figures 1-4,
Including supporting frame with steel structure 2, steel joist 3, steel corbel 4, main joist 6, secondary joist 7 and wood plywood 8, the steel structure support
The lower end of frame 2 is fixed on mat foundation by anchor bolt 1, is erected with longitudinally arranged steel support at the top of supporting frame with steel structure 2
Beam 3 is embedded with steel corbel 4, the either flush of steel corbel 4 and steel joist 3, in steel on the wall column of 2 two sides of supporting frame with steel structure
It is erected with the main joist 6 of lateral arrangement on bracket 4 and steel joist 3, longitudinally arranged secondary joist 7 is erected on main joist 6,
The top of secondary joist 7 is equipped with wood plywood 8.The supporting frame with steel structure 2 is connected by steel latticework standard knots 9 more than two sections
It connects, the steel latticework standard knot 9 includes four steel columns 10, horizontal brace rod 13 and oblique connecting rod 14, at every
Two pairs or more of otic placode 11 is welded on steel column 10, each pair of otic placode 11 is mutually perpendicular to, and is passed through on the otic placode 11 of adjacent steel column 10
Bolt 12 is connected separately with horizontal brace rod 13 and oblique connecting rod 14, passes through horizontal brace rod 13 and oblique connecting rod 14
Four steel columns 10 are linked together, steel latticework standard knot 9 is formed.The both ends of the steel column 10 are welded with connecting plate 9, adjacent
Steel latticework standard knot 9 be docking together by connecting plate 9, and it is by bolt 12 that connecting plate 9 is fixed.The main joist 6
Two sides are symmetrically welded with ribbed stiffener 5.
When being constructed using the steel latticework support device of above-mentioned super-heavy component, implement according to the following steps:
(a) lower end of supporting frame with steel structure 2 is fixed on mat foundation using anchor bolt 1, guarantee supporting frame with steel structure 2 with
Horizontal plane, while steel corbel 4 is embedded on the wall column of 2 two sides of supporting frame with steel structure；
(b) steel joist 3 is longitudinally set up at the top of supporting frame with steel structure 2, keeps the top surface of steel corbel 4 and steel joist 3 flat
Together,
(c) main joist 6 is laterally set up on steel corbel 4 and steel joist 3, secondary joist 7 is longitudinally set up on main joist 6, then
Wood plywood 8 is laid at the top of secondary joist 7；The both ends of the main joist 6 ride upon on steel joist 3, and the middle part of main joist 6 is logical
Cross the support of steel joist 3.
In conclusion the utility model is used as load main body using steel latticework standard knot 9, instead of the existing foot that brings house down
Hand cradle, avoiding traditional construction super-heavy component leads to the security risk of Lack of support using full hall frame support system.Meanwhile this
Invention is not only simple in structure, is quick and easy for installation, is reusable, and bearing capacity is high, rigidity is big, stability is good, avoids accounting for
With construction space, it is able to satisfy super-heavy component construction requirement.
Claims (4)
1. a kind of steel latticework support device of super-heavy component, including supporting frame with steel structure (2), steel joist (3), steel corbel (4), master
Keel (6), secondary joist (7) and wood plywood (8), it is characterised in that: the lower end of the supporting frame with steel structure (2) passes through anchor bolt
(1) it is fixed on mat foundation, longitudinally arranged steel joist (3) is erected at the top of supporting frame with steel structure (2), in steel construction
It is embedded with steel corbel (4) on the wall column of support frame (2) two sides, the either flush of steel corbel (4) and steel joist (3), in steel corbel
(4) and on steel joist (3) it is erected with the main joist (6) of lateral arrangement, is erected with longitudinally arranged secondary joist on main joist (6)
(7), it is equipped at the top of secondary joist (7) wood plywood (8).
2. the steel latticework support device of super-heavy component according to claim 1, it is characterised in that: the steel structure support
Frame (2) is formed by connecting by steel latticework standard knots (9) more than two sections, and the steel latticework standard knot (9) includes four steel columns
(10), horizontal brace rod (13) and oblique connecting rod (14), are welded with two pairs or more of otic placode on every steel column (10)
(11), each pair of otic placode (11) is mutually perpendicular to, and is connected separately with water by bolt (12) on the otic placode (11) of adjacent steel column (10)
Flushconnection bar (13) and oblique connecting rod (14), by horizontal brace rod (13) and oblique connecting rod (14) by four steel columns
(10) it links together, is formed steel latticework standard knot (9).
3. the steel latticework support device of super-heavy component according to claim 2, it is characterised in that: the two of the steel column (10)
End is welded with connecting plate (15), and adjacent steel latticework standard knot (9) is docking together by connecting plate (15), and passes through bolt
(12) connecting plate (15) are fixed.
4. the steel latticework support device of super-heavy component according to claim 1, it is characterised in that: the main joist (6)
Two sides are symmetrically welded with ribbed stiffener (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821195547.1U CN208830763U (en) | 2018-07-26 | 2018-07-26 | A kind of steel latticework support device of super-heavy component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821195547.1U CN208830763U (en) | 2018-07-26 | 2018-07-26 | A kind of steel latticework support device of super-heavy component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208830763U true CN208830763U (en) | 2019-05-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821195547.1U Active CN208830763U (en) | 2018-07-26 | 2018-07-26 | A kind of steel latticework support device of super-heavy component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208830763U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236619A (en) * | 2020-03-25 | 2020-06-05 | 中国建筑第四工程局有限公司 | Steel support formwork for ultra-high and ultra-high concrete construction and mounting method thereof |
-
2018
- 2018-07-26 CN CN201821195547.1U patent/CN208830763U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236619A (en) * | 2020-03-25 | 2020-06-05 | 中国建筑第四工程局有限公司 | Steel support formwork for ultra-high and ultra-high concrete construction and mounting method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 361000 unit 801, No. 889, fanghubei Second Road, Heshan street, Huli District, Xiamen City, Fujian Province Patentee after: China Construction Fourth Engineering Bureau Construction Development Co., Ltd Address before: No. 158, Wen Ping Road, Siming District, Xiamen, Fujian Province Patentee before: Zhongjian four Bureau fourth Construction Engineering Co., Ltd. |