CN108502670A - A kind of assembled elevator mine timbering - Google Patents
A kind of assembled elevator mine timbering Download PDFInfo
- Publication number
- CN108502670A CN108502670A CN201810589679.0A CN201810589679A CN108502670A CN 108502670 A CN108502670 A CN 108502670A CN 201810589679 A CN201810589679 A CN 201810589679A CN 108502670 A CN108502670 A CN 108502670A
- Authority
- CN
- China
- Prior art keywords
- steel
- plate
- column
- suspension
- riveted holes
- 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
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B7/00—Other common features of elevators
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of assembled elevator mine timbering, the present invention relates to steel structure elevator shaft structure technical fields, and steel column bottom is fixedly installed suspension column support plate, and steel column is vertically fixed on column root-plate by suspension column support plate, and girder steel is laterally fixedly installed between steel column；The girder steel top is fixedly installed end plate, and girder steel branch top plate is fixedly installed between end plate and girder steel；The girder steel matches high-strength bolt with the riveted holes on the riveted holes and web on the flange plate of adjacent steel column upper and lower side respectively by the riveted holes on end plate and is connected on steel column, and channel steel is fixedly installed on the web between the steel column reinforcing plate of adjacent steel column upper and lower side；The suspension column support plate includes No.1 suspension column support plate and No. two suspension column support plates, and the riveting of No.1 suspension column support plate is fixed on the outside of the flange plate of steel column, and No. two suspension column support plate rivetings are fixed on the both sides of the web of steel column；It is simple in structure, easy for installation, production cost is low, structural strength is high, safety coefficient is high.
Description
Technical field
The present invention relates to steel structure elevator shaft structure technical fields, and in particular to a kind of assembled elevator mine timbering.
Background technology
Current steel structure elevator uses square steel integrally molded mostly, and that there is difficulty of construction is big, construction cost is high, structure
The shortcomings of intensity easily goes wrong, quality is easily influenced by the factors such as execution conditions and worker's handicraft.
Invention content
In view of the defects and deficiencies of the prior art, the present invention intends to provide a kind of simple in structure, easy for installation, peaces
Fill the assembled elevator mine timbering that at low cost, structural strength is high, safety coefficient is high.
To achieve the above object, the technical solution adopted by the present invention is：It includes girder steel, steel column, suspension column support plate, suspension column
Bottom plate, wherein steel column bottom are fixedly installed suspension column support plate, and steel column is vertically fixed at suspension column by suspension column support plate
On bottom plate, girder steel is laterally fixedly installed between steel column；The girder steel top is fixedly installed end plate, and number is equipped on end plate
A riveted holes are fixedly installed girder steel branch top plate between end plate and girder steel；It is equipped on the flange plate and web of the steel column
Several riveted holes, steel column reinforcing plate is fixedly installed on steel column between the flange plate and web of riveted holes both sides, the girder steel is logical
The riveted holes on end plate are crossed to match with the riveted holes on the riveted holes and web on the flange plate of adjacent steel column upper and lower side respectively
Riveting is fixed on steel column, and channel steel is fixedly installed on the web between the steel column reinforcing plate of adjacent steel column upper and lower side, and channel steel is logical
It crosses to wear riveted holes on it and match riveting with the riveted holes on the web of adjacent steel column and be fixed on steel column；The column
Foot support plate includes No.1 suspension column support plate and No. two suspension column support plates, and No.1 suspension column support plate includes steel plate and fixed setting
Several No.1 support plates on the steel plate, and ordered series of numbers riveted holes are equipped on steel plate, it is fixed on the steel plate of ordered series of numbers riveted holes both sides
Several No.1 support plates are provided with, No. two suspension column support plates include steel band and No. two support plates being fixed on steel band,
And ordered series of numbers riveted holes are equipped on steel band, No. two support plates, No.1 suspension column are fixedly installed on the steel band between ordered series of numbers riveted holes
Support plate is matched riveting with the riveted holes on the flange plate of the steel column by the riveted holes on its steel plate and is fixed on steel column
On the outside of flange plate, No. two suspension column support plates are matched by the riveted holes on its steel band with the riveted holes on the web of the steel column
Riveting is fixed on the both sides of the web of steel column.
Further, the suspension column support plate, two of which No.1 suspension column support plate are respectively fixedly disposed at suspension column bottom
The edge and medium position of plate, and back-to-back between No.1 suspension column support plate it is provided with No. two suspension column support plates, and No. two suspension columns
Support plate is fixed on column root-plate.
With the above structure, the present invention has the beneficial effect that：A kind of assembled elevator mine timbering of the present invention, point
Section assembly riveted type structure, simplifies the installation steps of elevator mine timbering, enhances the bonding strength between holder, improve elevator
The safety coefficient of mine timbering, the present invention have simple in structure, and setting is reasonable, the advantages such as installation cost is low.
Description of the drawings
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technology description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention without having to pay creative labor, may be used also for those of ordinary skill in the art
With obtain other attached drawings according to these attached drawings.
Fig. 1 is schematic structural view of the invention.
Fig. 2 is steel beam structure schematic diagram of the present invention.
Fig. 3 is steel column structure schematic diagram of the present invention.
Fig. 4 is beam-to-column joint relation schematic diagram one of the present invention.
Fig. 5 is beam-to-column joint relation schematic diagram two of the present invention.
Fig. 6 is steel tank structural schematic diagram of the present invention.
Fig. 7 is steel tank of the present invention and steel column connection relationship diagram.
Fig. 8 is No.1 suspension column structure support plate schematic diagram of the present invention.
Fig. 9 is No. two suspension column structure support plate schematic diagrames of the invention.
Figure 10 is foot joint connection relationship diagram one of the present invention.
Figure 11 is foot joint connection relationship diagram two of the present invention.
Reference sign：
Girder steel 1, end plate 1-1, girder steel branch top plate 1-2, steel column 2, steel column reinforcing plate 2-1, channel steel 2-2, suspension column support plate 3, No.1
Suspension column support plate 3-1, No. two suspension column support plate 3-2, steel plate 3-3, steel band 3-4, No.1 support plate 3-5, No. two support plate 3-6,
Column root-plate 4, riveted holes 5.
Specific implementation mode
The present invention will be further described below with reference to the drawings.
Referring to as shown in Figure 1-Figure 11, present embodiment includes more H profile steel girder steels 1, more H profile steel steel columns 2, columns
Foot support plate 3, column root-plate 4, wherein 2 points of multilayers of several H profile steel steel columns are arranged, every layer is four, 2 bottom of undermost steel column
It is fixedly installed suspension column support plate 3, and undermost steel column 2 is vertically fixed at column root-plate 4 by suspension column support plate 3
On, between the steel column 2 of adjacent layer girder steel 1 is laterally fixedly installed in same absolute altitude；1 top of girder steel is welded with end plate 1-
It is equipped with several riveted holes 5 on 1, end plate 1-1, girder steel branch top plate 1-2 is welded between end plate 1-1 and girder steel 1；The steel column 2
Flange plate and web on be equipped with several riveted holes 5, welded between the flange plate and web of 5 both sides of riveted holes on steel column 2
There is a steel column reinforcing plate 2-1, the girder steel 1 passes through the flange plate with 2 upper and lower side of adjacent steel column respectively of the riveted holes 5 on end plate 1-1
On riveted holes 5 and web on riveted holes 5 match riveting and be fixed on steel column 2, the steel column of adjacent steel column upper and lower side is reinforced
It is fixedly installed channel steel 2-2 on web between plate 2-1, channel steel 2-2 is by wearing the abdomens of riveted holes 5 and steel column 2 on it
Riveted holes 5 on plate match riveting and are fixed on steel column 2；The suspension column support plate 3 include No.1 suspension column support plate 3-1 and
No. two suspension column support plate 3-2, No.1 suspension column support plate 3-1 include one piece of rectangular steel plates 3-3 and be welded on steel plate 3-3 two
A triangle No.1 support plate 3-5, and two row riveted holes 5 are equipped on steel plate 3-3, on the steel plate 3-3 of two row riveted holes, 5 both sides
No.1 support plate 3-5, No. two suspension column support plate 3-2 is welded with to include one piece of rectangle steel band 3-4 and be fixed at steel
With No. two support plate 3-6 of one piece of triangle on 3-4, and it is equipped on steel band 3-4 between two row riveted holes, 5 liang of row riveted holes 5
Steel band 3-4 on be welded with No. two support plate 3-6, No.1 suspension column support plate 3-1 passes through the riveted holes 5 on its steel plate 3-3
It matches riveting with the riveted holes 5 on the flange plate of the steel column 2 to be fixed on the outside of the flange plate of steel column 2, and triangular support
Plate direction is identical, and No. two suspension column support plate 3-2 pass through the riveted holes 5 on its steel band 3-4 and the riveting on the web of the steel column 2
Hole 5 matches the both sides that riveting is fixed on the web of steel column 2.
Further, the suspension column support plate 3, two of which No.1 suspension column support plate 3-1 are respectively fixedly disposed at column
The edge and medium position of sole 4, and it is back-to-back between No.1 suspension column support plate 3-1 be provided with No. two suspension column support plate 3-2,
And No. two suspension column support plate 3-2 are fixed on column root-plate 4.
Present embodiment first installs column root-plate 4 when carrying out installation, then rivets suspension column support plate
It is fixed on 2 suspension column of steel column, steel column 2 is holded up and suspension column support plate 3 and steel column 2 is weldingly fixed on column root-plate 4, finally
Girder steel 1 is installed.
With the above structure, present embodiment is advantageously simple in structure, easy for installation, production cost
It is low, structural strength is high, safety coefficient is high.
The above is merely illustrative of the technical solution of the present invention and unrestricted, and those of ordinary skill in the art are to this hair
The other modifications or equivalent replacement that bright technical solution is made, as long as it does not depart from the spirit and scope of the technical scheme of the present invention,
It is intended to be within the scope of the claims of the invention.
Claims (2)
1. a kind of assembled elevator mine timbering, it is characterised in that：It includes girder steel, steel column, suspension column support plate, column root-plate,
Middle steel column bottom is fixedly installed suspension column support plate, and steel column is vertically fixed on column root-plate by suspension column support plate,
Girder steel is laterally fixedly installed between steel column；The girder steel top is fixedly installed end plate, and several rivetings are equipped on end plate
Hole is fixedly installed girder steel branch top plate between end plate and girder steel；It is equipped with several rivetings on the flange plate and web of the steel column
It connects hole, is fixedly installed steel column reinforcing plate between the flange plate and web of riveted holes both sides on steel column, the girder steel passes through end plate
On riveted holes to match riveting with the riveted holes on the riveted holes and web on the flange plate of adjacent steel column upper and lower side respectively solid
It is scheduled on steel column, is fixedly installed channel steel on the web between the steel column reinforcing plate of adjacent steel column upper and lower side, channel steel is by wearing
Riveted holes on it match riveting with the riveted holes on the web of adjacent steel column and are fixed on steel column；Girder steel 1 and steel column 2 are high
Strength bolt connects to form space frame, and the suspension column support plate described all on same absolute altitude face of all girder steels 1 includes No.1 suspension column
Support plate and No. two suspension column support plates, No.1 suspension column support plate include the several No.1 branch of steel plate and fixed setting on the steel plate
Fagging, and ordered series of numbers riveted holes are equipped on steel plate, several No.1 support plates are fixedly installed on the steel plate of ordered series of numbers riveted holes both sides,
No. two suspension column support plates include steel band and No. two support plates being fixed on steel band, and ordered series of numbers riveting is equipped on steel band
Hole is fixedly installed No. two support plates on the steel band between ordered series of numbers riveted holes, and No.1 suspension column support plate passes through the riveting on its steel plate
It connects hole and matches the flange plate outside that riveting is fixed on steel column, No. two suspension columns bearings with the riveted holes on the flange plate of the steel column
Plate, which is matched by the riveted holes on its steel band with the riveted holes on the web of the steel column, rivets the web for being fixed on steel column
Both sides.
2. a kind of assembled elevator mine timbering according to claim 1, it is characterised in that：The suspension column support plate,
In two No.1 suspension column support plates be respectively fixedly disposed at the edge and medium position of column root-plate, and No.1 suspension column support plate it
Between it is back-to-back be provided with No. two suspension column support plates, and No. two suspension column support plates are fixed on column root-plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810589679.0A CN108502670A (en) | 2018-06-09 | 2018-06-09 | A kind of assembled elevator mine timbering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810589679.0A CN108502670A (en) | 2018-06-09 | 2018-06-09 | A kind of assembled elevator mine timbering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108502670A true CN108502670A (en) | 2018-09-07 |
Family
ID=63403141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810589679.0A Pending CN108502670A (en) | 2018-06-09 | 2018-06-09 | A kind of assembled elevator mine timbering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108502670A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111524443A (en) * | 2020-04-17 | 2020-08-11 | 上海交通大学 | Modular structure mechanics experiment platform wall device |
| CN112854480A (en) * | 2021-03-15 | 2021-05-28 | 刘盼盼 | Beam column weak axis connecting joint and assembling method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007210785A (en) * | 2006-02-13 | 2007-08-23 | Watahan Technos Kk | Rotatably supporting device of steel structure for manufacturing elevator shaft, and elevator shaft manufacturing method using the same |
| CN202245618U (en) * | 2011-09-02 | 2012-05-30 | 中国京冶工程技术有限公司 | Elevator shaft enclosed by steel-structure plastic-steel plates |
| CN105417317A (en) * | 2016-01-15 | 2016-03-23 | 苏州德易斯电梯有限公司 | Novel multifunctional liftway frame convenient for field assembling and mounting |
| CN106906984A (en) * | 2017-04-18 | 2017-06-30 | 江苏瑞永建设工程技术有限公司 | A kind of prefabricated assembled steel reinforced concrete framework elevator shaft structure and its construction method |
| CN207048045U (en) * | 2017-06-14 | 2018-02-27 | 重庆大学 | A kind of endplate connections node |
-
2018
- 2018-06-09 CN CN201810589679.0A patent/CN108502670A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007210785A (en) * | 2006-02-13 | 2007-08-23 | Watahan Technos Kk | Rotatably supporting device of steel structure for manufacturing elevator shaft, and elevator shaft manufacturing method using the same |
| CN202245618U (en) * | 2011-09-02 | 2012-05-30 | 中国京冶工程技术有限公司 | Elevator shaft enclosed by steel-structure plastic-steel plates |
| CN105417317A (en) * | 2016-01-15 | 2016-03-23 | 苏州德易斯电梯有限公司 | Novel multifunctional liftway frame convenient for field assembling and mounting |
| CN106906984A (en) * | 2017-04-18 | 2017-06-30 | 江苏瑞永建设工程技术有限公司 | A kind of prefabricated assembled steel reinforced concrete framework elevator shaft structure and its construction method |
| CN207048045U (en) * | 2017-06-14 | 2018-02-27 | 重庆大学 | A kind of endplate connections node |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111524443A (en) * | 2020-04-17 | 2020-08-11 | 上海交通大学 | Modular structure mechanics experiment platform wall device |
| CN112854480A (en) * | 2021-03-15 | 2021-05-28 | 刘盼盼 | Beam column weak axis connecting joint and assembling method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107938525B (en) | Reinforcing structure and method for assembled continuous box girder | |
| CN108502670A (en) | A kind of assembled elevator mine timbering | |
| CN209584871U (en) | A kind of only column great cantilever Coping Construction bracket of high pier | |
| CN102975818A (en) | Aluminum alloy superstructure block hoisting method | |
| CN104863267B (en) | Beam-column reinforced node with variable-thickness flange at beam end | |
| CN106381818B (en) | A kind of construction method of anchor system | |
| CN104233954B (en) | Assembly type steel bridge on highway composite deck plate | |
| CN108330809A (en) | One kind can the economic convenient type plate girder manufacture structure of high accuracy positioning | |
| CN207812185U (en) | A kind of suspension type bottom plate opening combinations box prestressed rail beam system | |
| CN214116253U (en) | Reinforcing apparatus of mountain-climbing channel | |
| CN206625351U (en) | A kind of modified construction steel structure | |
| CN109235767A (en) | Bundle structure combined member | |
| CN204039919U (en) | Assembly type steel bridge on highway composite deck plate | |
| CN105604254A (en) | Construction C-shaped steel | |
| CN205203352U (en) | Close frame wallboard of longeron | |
| CN212740299U (en) | Construction elevator adheres to frame | |
| CN205840000U (en) | Reinforced steel I-beam attachment structure | |
| CN108487465A (en) | A kind of connecting node of the replaceable active beam link of accentric support steel construction | |
| CN213868292U (en) | Shaped steel post and arched girder connection structure | |
| CN103215887A (en) | Truss connecting beam | |
| CN204662777U (en) | Composite column structure | |
| CN206784729U (en) | A kind of steel construction stiffened column | |
| RU181472U1 (en) | CARRIAGE FRAME | |
| RU162668U1 (en) | STRUCTURE FOR STRENGTHENING THE RIBBLE SPAN STRUCTURES OF BEAM BRIDGES | |
| CN104278618A (en) | Box straining beam combined arch bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180907 |
|
| WD01 | Invention patent application deemed withdrawn after publication |