CN106284677A - A kind of steel frame construction on vestibule - Google Patents
A kind of steel frame construction on vestibule Download PDFInfo
- Publication number
- CN106284677A CN106284677A CN201610712798.1A CN201610712798A CN106284677A CN 106284677 A CN106284677 A CN 106284677A CN 201610712798 A CN201610712798 A CN 201610712798A CN 106284677 A CN106284677 A CN 106284677A
- Authority
- CN
- China
- Prior art keywords
- plate
- support
- slide plate
- vestibule
- frame construction
- 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.)
- Pending
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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
- E04B1/36—Bearings or like supports allowing movement
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of steel frame construction on vestibule, including: girder steel (1), beams of concrete (2), concrete beam side bracket supports (4), described beams of concrete (2) is two, left and right, it is respectively provided with a concrete beam side bracket and supports (4), the concrete beam side bracket on the described left side supports (4) and is provided with hold-down support (3), the concrete beam side bracket on described the right supports (4) and is provided with sliding support (5), described girder steel (1) left end is located on hold-down support (3), described girder steel (1) right-hand member is located on sliding support (5), the present invention uses a kind of simple in construction, practical and convenient, position adjustment can also be carried out after large-scale steelframe is placed by crane, a kind of steel frame construction on vestibule that Adjustment effect is good.
Description
Technical field
The present invention relates to building field, be specifically related to a kind of steel frame construction on vestibule.
Background technology
At present, the steel frame construction part that my company produces, it is used for large bridge, Factory Building etc., made steelframe Heavy Weight,
Volume is big, and in existing building, high building stands in great numbers, and solves the space problem of majority, but also brings much inconvenience, is applied at present
Vestibule between Liang Dong building have received universal welcome, for making the steel beam structure of the main body of vestibule, in allocation and transportation installation process
In there will be position deviation, but because of Heavy Weight, the factors such as volume is big cause mobile difficulty, affect construction quality, steel beam position
Small adjustment can cause crane operation difficulty big.
Summary of the invention
For the deficiency overcoming above-mentioned middle prior art to exist, the present invention uses a kind of simple in construction, practical and convenient, greatly
Shaped steel frame can also carry out position adjustment after being placed by crane, and Adjustment effect is good, reduces the features such as crane operation difficulty
A kind of steel frame construction on vestibule.
It is an object of the invention to be realized by below scheme: a kind of steel frame construction on vestibule, including: girder steel,
Beams of concrete, concrete beam side bracket support, and it is characterized in that being: described beams of concrete is two, left and right, is respectively provided with one
Concrete beam side bracket supports, and the concrete beam side bracket on the described left side supports and is provided with hold-down support, mixing of described the right
Solidifying Tu Liang side bracket supports and is provided with sliding support, and described girder steel left end is located on hold-down support, and described girder steel right-hand member sets
On sliding support.
Preferably, described hold-down support upper surface is provided with the cushion of one layer of quality of rubber materials.
Preferably, described sliding support includes that upper bracket plate, corrosion resistant plate, plane slide plate, middle spherical crown plate, sphere are sliding
Plate, lower support plate and side shield, be provided with one layer of corrosion resistant plate, be provided with below described corrosion resistant plate below described upper bracket plate
Plane slide plate, is provided with middle spherical crown plate, is provided with sphere slide plate, institute below described middle spherical crown plate below described plane slide plate
It is lower support plate below the sphere slide plate stated, below the left side of described upper bracket plate, is provided with side shield.
Preferably, described plane slide plate, middle spherical crown plate and sphere slide plate use MHP sheet material matter, and three surface is all provided with
There is oil groove, inside oil groove, be provided with silicone grease lubricating oil.
A kind of crane system for steelframe lifting of the present invention, it has the beneficial effect that
(1) simple in construction, it is easy to adjust；(2) installing after large-scale steelframe is lifted, it may appear that position is relatively fixed, local is carried out
During fine position, easy to operate；(3) time saving and energy saving, construction quality can be improved, it is ensured that quality safety.
Specifically, for two hold-down supports of support steel beam, change one of them into sliding support, so, at girder steel
When being fixed on the bearing that concrete beam side bracket supports, the position of girder steel can be adjusted by the sliding support of side by a small margin
Whole, reduce the operation easier of loop wheel machine, also ensure construction safety；In order to realize moving by a small margin, arrange inside sideslip bearing
Support plate, corrosion resistant plate, plane slide plate, middle spherical crown plate, sphere slide plate, lower support plate and side shield, upper bracket plate is used for
Support steel beam, corrosion resistant plate is used for buffering the pressure suffered by plane slide plate and upper bracket plate, plane slide plate, middle spherical crown plate and ball
Face slide plate is for realizing movement by a small margin, and in order to movement is better achieved, plane slide plate, middle spherical crown plate and sphere slide plate are adopted
By MHP sheet material matter, three surface is provided with oil groove, is provided with silicone grease lubricating oil inside oil groove, in order to improve safety coefficient during adjustment,
Hold-down support upper surface is provided with the cushion of one layer of quality of rubber materials, and as can be seen from the above the program has easy and simple to handle, practical
Feature.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of present configuration.
Fig. 2 is partly to cut open structural representation in Fig. 1 inside sliding support.
Wherein: 1, girder steel, 2, beams of concrete, 3, hold-down support, 4, concrete beam side bracket support, 5, sliding support, 6,
Upper bracket plate, 7, corrosion resistant plate, 8, plane slide plate, 9, middle spherical crown plate, 10, sphere slide plate, 11, lower support plate, 12, side block
Plate.
Detailed description of the invention
As depicted in figs. 1 and 2: a kind of steel frame construction on vestibule, including girder steel 1, beams of concrete 2, beams of concrete
Side bracket supports 4, it is characterized in that being: described beams of concrete 2 is two, left and right, is respectively provided with a concrete beam side bracket and props up
Support 4, the concrete beam side bracket on the described left side supports 4 and is provided with hold-down support 3, and the concrete beam side bracket on described the right props up
Support 4 is provided with sliding support 5, and described girder steel 1 left end is located on hold-down support 3, and described girder steel 1 right-hand member is located at sliding support
On 5, described hold-down support 3 upper surface is provided with the cushion of one layer of quality of rubber materials, and described sliding support 5 includes upper bracket plate
6, corrosion resistant plate 7, plane slide plate 8, middle spherical crown plate 9, sphere slide plate 10, lower support plate 11 and side shield 12, described upper
It is provided with one layer of corrosion resistant plate 7 below seat board 6, below described corrosion resistant plate 7, is provided with plane slide plate 8, described plane slide plate 8 times
Side is provided with middle spherical crown plate 9, is provided with sphere slide plate 10, below described sphere slide plate 10 is below described middle spherical crown plate 9
Lower support plate 11, is provided with side shield 12, described plane slide plate 8, middle spherical crown plate 9 below the left side of described upper bracket plate 6
Using MHP sheet material matter with sphere slide plate 10, three surface is provided with oil groove, is provided with silicone grease lubricating oil inside oil groove.
Embodiment
This programme is implemented, and refer to Fig. 1 and Fig. 2, girder steel 1 is used crane hanging component to behind needs position,
Girder steel 1 two ends are placed individually into hold-down support 3 and sliding support 5, hold-down support 3 and sliding support 5 be respectively provided at two mix
Solidifying Tu Liang side bracket supports on 4, and two concrete beam side brackets support 4 and are located on two beams of concretes 2, on hold-down support 3
The cushion of surface configuration quality of rubber materials, the left end of girder steel 1 falls on hold-down support 3, and the right-hand member of girder steel 1 falls at sliding support 5
On, when needing the position carrying out position adjustment girder steel 1, hold-down support 3 is motionless, adjusts sliding support 5, first girder steel 1 right-hand member
At the upper bracket plate 6 of sliding support 5, the corrosion resistant plate 7 below upper bracket plate 6 is used for buffering transition plane slide plate 8 below,
Between plane slide plate 8 and the middle spherical crown plate 9 of lower section, slide and offset in face, reaches upper bracket plate 6 position skew purpose, thus reaches
The right side of girder steel 1 is moved, and adjusts to desired location, is provided with sphere slide plate, it is simple to preferably slide below middle spherical crown plate 9
Move, it is preferred that plane slide plate 8, middle spherical crown plate 9 and sphere slide plate 10 use MHP sheet material matter, and three surface is provided with oil groove, oil
It is provided with silicone grease lubricating oil inside groove, it is simple to break away, in order to prevent inside between each slip plane from occurring that foreign body enters, side shield is set
12 so that upper bracket plate 6, corrosion resistant plate 7, plane slide plate 8, middle structure between spherical crown plate 9, sphere slide plate 10, lower support plate 11
Become sideslip chamber-side to form relative closure space, complete this operation.
Last it is noted that above example only in order to the present invention is described and and unrestricted technology described in the invention
Scheme；Therefore, although this specification with reference to each above-mentioned embodiment to present invention has been detailed description, but, this
Field it is to be appreciated by one skilled in the art that still the present invention can be modified or equivalent；And all are without departing from this
The technical scheme of the spirit and scope of invention and improvement thereof, all should contain in scope of the presently claimed invention.
Claims (4)
1. the steel frame construction on vestibule, including: girder steel (1), beams of concrete (2), concrete beam side bracket support
(4), it is characterized in that being: described beams of concrete (2) is two, left and right, be respectively provided with a concrete beam side bracket and support (4),
The concrete beam side bracket on the described left side supports (4) and is provided with hold-down support (3), and the concrete beam side bracket on described the right props up
Support (4) is provided with sliding support (5), and described girder steel (1) left end is located on hold-down support (3), and described girder steel (1) right-hand member sets
On sliding support (5).
A kind of steel frame construction on vestibule the most according to claim 1, it is characterised in that: described hold-down support
(3) upper surface is provided with the cushion of one layer of quality of rubber materials.
A kind of steel frame construction on vestibule the most according to claim 1, it is characterised in that: described sliding support
(5) upper bracket plate (6), corrosion resistant plate (7), plane slide plate (8), middle spherical crown plate (9), sphere slide plate (10), undersetting are included
Plate (11) and side shield (12), described upper bracket plate (6) lower section is provided with one layer of corrosion resistant plate (7), described corrosion resistant plate (7)
Lower section is provided with plane slide plate (8), and described plane slide plate (8) lower section is provided with middle spherical crown plate (9), described middle spherical crown plate
(9) lower section is provided with sphere slide plate (10), and described sphere slide plate (10) lower section is lower support plate (11), described upper bracket plate
(6) side shield (12) it is provided with below left side.
A kind of steel frame construction on vestibule the most according to claim 3, it is characterised in that: described plane slide plate
(8), middle spherical crown plate (9) and sphere slide plate (10) employing MHP sheet material matter, three surface is provided with oil groove, is provided with silicon inside oil groove
Grease lubrication oil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610712798.1A CN106284677A (en) | 2016-08-24 | 2016-08-24 | A kind of steel frame construction on vestibule |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610712798.1A CN106284677A (en) | 2016-08-24 | 2016-08-24 | A kind of steel frame construction on vestibule |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106284677A true CN106284677A (en) | 2017-01-04 |
Family
ID=57615839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610712798.1A Pending CN106284677A (en) | 2016-08-24 | 2016-08-24 | A kind of steel frame construction on vestibule |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106284677A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898665A (en) * | 2019-03-15 | 2019-06-18 | 上海建工七建集团有限公司 | Steel corridor bracket support adjusts steel plate system and its installation method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004052893A (en) * | 2002-07-19 | 2004-02-19 | Bridgestone Corp | Base isolation device for lightweight structure |
| CN103541430A (en) * | 2013-10-31 | 2014-01-29 | 同济大学建筑设计研究院(集团)有限公司 | Support connection structure for steel structure corridor |
| CN203594102U (en) * | 2013-10-31 | 2014-05-14 | 同济大学建筑设计研究院(集团)有限公司 | Steel-structure corridor sliding support structure |
| CN203654465U (en) * | 2013-12-26 | 2014-06-18 | 上海天华建筑设计有限公司 | Sliding support of steel structure corridor |
| CN204252281U (en) * | 2014-11-21 | 2015-04-08 | 苏州工业园区设计研究院股份有限公司 | steel vestibule support system |
| CN105220770A (en) * | 2015-10-23 | 2016-01-06 | 中国五冶集团有限公司 | Slip hinge support and construction method |
| CN205046675U (en) * | 2015-10-15 | 2016-02-24 | 衡水橡胶股份有限公司 | Can supply curved surface steel bearing of emollient |
| CN205276482U (en) * | 2015-12-25 | 2016-06-01 | 上海路博橡胶减振器技术有限公司 | Ball -shaped steel support at measurable inclination |
-
2016
- 2016-08-24 CN CN201610712798.1A patent/CN106284677A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004052893A (en) * | 2002-07-19 | 2004-02-19 | Bridgestone Corp | Base isolation device for lightweight structure |
| CN103541430A (en) * | 2013-10-31 | 2014-01-29 | 同济大学建筑设计研究院(集团)有限公司 | Support connection structure for steel structure corridor |
| CN203594102U (en) * | 2013-10-31 | 2014-05-14 | 同济大学建筑设计研究院(集团)有限公司 | Steel-structure corridor sliding support structure |
| CN203654465U (en) * | 2013-12-26 | 2014-06-18 | 上海天华建筑设计有限公司 | Sliding support of steel structure corridor |
| CN204252281U (en) * | 2014-11-21 | 2015-04-08 | 苏州工业园区设计研究院股份有限公司 | steel vestibule support system |
| CN205046675U (en) * | 2015-10-15 | 2016-02-24 | 衡水橡胶股份有限公司 | Can supply curved surface steel bearing of emollient |
| CN105220770A (en) * | 2015-10-23 | 2016-01-06 | 中国五冶集团有限公司 | Slip hinge support and construction method |
| CN205276482U (en) * | 2015-12-25 | 2016-06-01 | 上海路博橡胶减振器技术有限公司 | Ball -shaped steel support at measurable inclination |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898665A (en) * | 2019-03-15 | 2019-06-18 | 上海建工七建集团有限公司 | Steel corridor bracket support adjusts steel plate system and its installation method |
| CN109898665B (en) * | 2019-03-15 | 2024-05-10 | 上海建工七建集团有限公司 | Steel structure corridor bracket support adjusting steel plate system and installation method thereof |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170104 |