CN108979103A - A kind of modular platform and its installation building mode - Google Patents
A kind of modular platform and its installation building mode Download PDFInfo
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- CN108979103A CN108979103A CN201711474912.2A CN201711474912A CN108979103A CN 108979103 A CN108979103 A CN 108979103A CN 201711474912 A CN201711474912 A CN 201711474912A CN 108979103 A CN108979103 A CN 108979103A
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- strutbeam
- column
- girder
- hole
- connecting hole
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G1/152—Platforms made of metal or with metal-supporting frame
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Steps, Ramps, And Handrails (AREA)
Abstract
The invention discloses a kind of modular platform and its installation building modes, including platform unit, guardrail, stair, wherein, platform unit includes column, crossbeam frame, floor, column is attached with plane, crossbeam frame is arranged on column by connection sheet, and floor is uniformly laid in crossbeam frame, and crossbeam frame includes the girder being attached by connection sheet, strutbeam one, strutbeam two.The present invention uses Modular Flexible assembling mode, again design has been carried out to traditional steel platform, form all parts standardization, the automation of platform, it produces more quick, while guaranteeing bearing strength, accomplish to reduce itself weight, has saved raw materials for production, it is very big to reduce transport and production cost.
Description
Technical field
The present invention relates to storage facilities, are specifically designed into modular platform and its installation of a kind of convenient transportation and assembly
Building mode.
Background technique
Logistics refers to meet the needs of client, is realized with minimum cost by modes such as transport, keeping, dispatchings
Raw material, semi-finished product, finished product or relevant information carry out the place of production by commodity to commodity area of consumption plan, implementation and management
Overall process.Logistics is the system of a control raw material, manufactured goods, finished product and information, through various intermediate rings since supply
The transfer of section and possess and reach the movement in kind in ultimate consumer's hand, the hard objectives of tissue are realized with this.Modern logistics
It is the product of economic globalization, and pushes the critical services industry of economic globalization.World Modern logistics is in steady-state growth state
Gesture, Europe, the U.S., Japan become the important Logistic Base within the scope of Present Global.
Corresponding Logistics Equipment is also all kinds of, including various shelf, pallet and platform etc., and logistics system exists
Process flow and the variability of arrangement combinations, complexity, corresponding matched steel platform form is also varied, existing letter
Single, also there is complexity, existing single layer, also there is multilayer, it is existing independent, also there is clothes, steel platform has outer
Shape size is big, structural span variation is flexible, intensity is high, stability is good, easily forms multilayer mechanism, fabrication and installation dimensional accuracy
It is required that the features such as high, steel platform design must satisfy the manufacturing technique requirent of reservoir area with arrangement, and need to accomplish heavily fortified point as far as possible
Solid use, advanced design, facilitates construction and saving steel at economical rationality.
Existing steel platform includes the components such as floor construction, girder construction, railing, stair and connector composition, respectively
By being usually attached by welding or bolt between a component, at the scene in work progress, due between each component
Connection type is complex, and structure design is more stiff, and work progress is very long, and needs to give some on the spot guidance just to can be carried out dress
Match, if it is the product of outer vent, can be brought when instructing operation and greatly link up inconvenience, while the production of each component is more tired
Difficulty, waste of material is more serious, and the process-cycle is long, it is difficult to meet existing demand.
Summary of the invention
Under the basis of above-mentioned background, the present invention provides a kind of installation, convenient transportation, flexible structure, production cost is low
And it is able to satisfy the modular platform and its installation building mode of intensity requirement.
The purpose of the present invention is what is be achieved through the following technical solutions:
A kind of modular platform, which is characterized in that it is made of at least one platform unit, guardrail and at least one stair, it is single
A platform unit includes four columns, crossbeam frame and at least four floors；
The column is symmetrical and is vertically arranged in the plane, is attached between the column and plane by bolt,
The crossbeam frame includes girder, strutbeam one and strutbeam two, and four girders are arranged between four columns, forms master
Body frame, the strutbeam one are set in parallel between parallel two girders in the frame, and the strutbeam two is arranged in strutbeam one
Between and strutbeam one and girder between, the strutbeam two and strutbeam one are perpendicular；
The girder, strutbeam one, strutbeam two are in symmetrical structure, including a mainboard and both side plate, two side plates are located at
Mainboard left and right end portions two sides and perpendicular with the mainboard, are provided with parallel multiple rows of connecting hole group on the mainboard,
The connecting hole group includes at least one connecting hole, and at least two parallel strengthening grooves are provided on the mainboard；
Pass through connection between the girder and column, girder and strutbeam one, girder and strutbeam two and strutbeam one and strutbeam two
Piece is attached, and the connection sheet includes at least two sequentially connected connection monomers, the connection monomer include ontology with
And from the outwardly extending connection arc in ontology two sides, the ontology is substantially L-shape, is provided with hole in the ontology two arms；
The guardrail is arranged in platform unit surrounding, and the guardrail is connected by connector with girder, and the guardrail includes vertical
Bar and the fender rod being arranged between upright bar, the upright bar tail portion are provided with multiple connecting holes two, the connecting hole two and company
It connects hole to match, in the connector insertion connecting hole two and corresponding connecting hole, the upright bar two sides are provided with multiple logical
Hole, what be can be inserted into the through-hole is provided with plug-in unit, and the plug-in unit is set in the left and right ends of fender rod；
The floor is uniformly laid in crossbeam frame, and the slab surfaces are provided with multiple holes matched with connecting hole.
Preferably, setting is provided with lifting hole(eyelet), two columns on the fixinig plate there are two fixinig plate on the column side wall
Between reinforcing bar is connected with by lifting hole(eyelet), two reinforcing bars are distributed in X-shaped, the length of the reinforcing bar between the column of the left and right sides
Degree is between 4000 ~ 5000mm, and the length of the reinforcing bar between the column of front and rear sides is between 5000 ~ 6000mm.
Preferably, the connecting hole group is provided with four rows, and the connecting hole group is separately positioned on the two sides up and down of strengthening groove,
Vertical range between adjacent two rows connecting hole group is 50 ~ 100mm, and the distance between described connecting hole is 30 ~ 60mm.
Preferably, the strengthening groove punch forming, the strengthening groove are in arcuation, the back side of the strengthening groove protrusion mainboard,
The vertical range of the arc apex distance mainboard of the strengthening groove is 5 ~ 20mm.
Preferably, the connection sheet includes four monomers being connected, and the connection sheet passes through punch forming, two monomers
Between connection arc constitute a semicircle, the connection arc is to lower recess.
Preferably, first solenoid valve, second solenoid valve and third solenoid valve are two five-way electromagnetic valves.
Preferably, the ontology includes long-armed, a galianconism, an arc side, described long-armed to be connected with galianconism by arc side
It connects, the long-armed upper setting is provided with a hole on the galianconism there are two hole.
Preferably, for the floor using C-type steel as ontology, the ontology back side is provided with two rows of circular holes, the ontology
Row's slotted eye is provided at two sides and positive two sides.
Preferably, the stair include side plate, the pedal of handrail and setting between the side plates, the side plate and girder
Structure is consistent, and the pedal as matrix, is welded with square tube, the height of the square tube at described matrix front openings using C-type steel
Degree is equal to or less than the thickness of matrix.
The present invention also provides a kind of installation building modes of modular platform, which comprises the following steps:
1) pre-manufactured: according to live absolute altitude, area, length and width, the quantity of required platform unit is calculated, according to platform
Column, girder, strutbeam one, strutbeam two, connection sheet, guardrail, stair and the floor of the good corresponding number of the quantity configuration of unit；
2) it conveys: being delivered to job location after configured all parts subregion is packaged；
3) assemble: 1, it is first that column is good according to position cloth according to scene, at this time can by column by expansion bolt and ground into
Row is affixed, or does not do rigid connection；
2, using crane or fork truck, girder is raised to column top, is attached girder and column using connection sheet,
It by between bolt or pin insertion connection sheet and girder and column, completes to fix, after girder assembly is completed, successively fill
It with strutbeam one and strutbeam two, is fixed using connection sheet, forms crossbeam frame；
3, stair and crossbeam frame are attached in corresponding position；
4, a fence unit is assembled on the girder of side, i.e., is attached two upright bars by bolt and girder, then
It is packed into fender rod between two upright bars, unilateral limit is completed, floor is then promoted to crossbeam frame top, floor is against
Guardrail is placed, and guarantees the depth of parallelism, floor is successively paved with entire crossbeam frame, completes the installation structure of entire modular platform
It builds.
Compared with the prior art, the invention has the following advantages:
The present invention has carried out modular design to integral steel platform, and the work of similar welding machine etc is not needed during assembled in situ
Tool is processed, very big to shorten assembly time, while assembling process becomes very simple, do not need professional person's cooperation or
Person, which does not need to give some on the spot guidance, can be completed assembly, be assembled using Modular Flexible, the design of crossbeam and floor is more closed
Reason, in the case where same bearer ability, the present invention can reduce the weight of integral steel platform, greatly facilitate transport and
Assembly.Platform modules component uses process for cold stamping shaping, passes through acid washing phosphorization later, and electrostatic spraying is meeting mechanics
It is required that while, shape is more aesthetically pleasing, structure flexible design, and safety, intensity is reasonable, and stability is superior, while crossbeam, floor etc.
C fashioned iron is all made of as matrix, under the design, so that mass production may be implemented in all parts, passes through mass production
While greatly accelerating production efficiency, material has greatly been saved, compared to production technology on the market, 20% left side can be saved
Right raw materials for production, greatly reduce the production cost of enterprise.The most it will be evident that between each connection of the present invention by bolt or
Person's pin is fixed, and without the welding at the scene of carrying out, dismounting is very convenient, and particularly suitable and outer vent enterprise is saving
In the case where transport space, client is also facilitated to carry out free assembly.
Detailed description of the invention
Fig. 1 is front view of the invention；
Top view when Fig. 2 is unassembled floor of the invention；
Top view when Fig. 3 is present invention assembly floor；
Fig. 4 is the side view of floor of the present invention；
Fig. 5 is the expanded schematic diagram of floor of the present invention；
Fig. 6 is the side view of stair of the present invention；
Fig. 7 is the schematic diagram of pedal of the present invention；
Fig. 8 is the schematic diagram of connection sheet of the present invention；
Fig. 9 is the side view of girder of the present invention；
Figure 10 is the side view of girder of the present invention；
Figure 11 is the schematic diagram of guardrail of the present invention；
Figure 12 is the schematic diagram of upright bar of the present invention；
Figure 13 is overall structure Finite element analysis results figure of the present invention；
Figure 14 is column Finite element analysis results figure of the present invention.
Specific embodiment
Technical solution in the embodiment of the present invention is illustrated with reference to the accompanying drawing:
As shown in Fig. 1 ~ 3, the present invention provides a kind of modular platform, by least one platform unit 1, guardrail 2 and at least
One stair 3 is constituted, and the single platform unit 1 includes four columns 11, crossbeam frame 12 and at least four floors 13；Institute
It states column 11 symmetrically and is vertically arranged in the plane, be attached between the column 11 and plane by bolt, the crossbeam
Frame 12 includes girder 121, strutbeam 1 and strutbeam 2 123, and four girders 121 are arranged between four columns 11, shape
At main body frame, the strutbeam 1 is set in parallel between parallel two girders 121 in the frame, the strutbeam 2 123
Between strutbeam 1 and between strutbeam 1 and girder 121, the strutbeam 2 123 and strutbeam 1 are perpendicular for setting；
The girder 121, strutbeam 1, strutbeam 2 123 are in symmetrical structure, including a mainboard 4 and both side plate 5, two sides
Plate 5 is located at 4 left and right end portions two sides of mainboard and perpendicular with the mainboard 4, is provided on the mainboard 4 parallel multiple rows of
Connecting hole group 6, the connecting hole group 6 include at least one connecting hole 7, be provided on the mainboard 4 at least two it is parallel plus
Strong slot 8；The girder 121 and column 11, girder 121 and strutbeam 1, girder 121 and strutbeam 2 123 and strutbeam 1
It is attached by connection sheet 9 between strutbeam 2 123, the connection sheet 9 includes at least two sequentially connected connections
Monomer 91, the connection monomer 91 include ontology 91a and from the outwardly extending connection arc 91b in the two sides ontology 91a, the ontology
91a is substantially L-shape, is provided with hole in the ontology 91a two arms, carries out the connection between various components using connection sheet,
Whole assembly is more convenient, without welding or beats threaded hole, and the standardization of products, automation, production is more quick, utilizes mold
Die cast greatly reduces process flow, improves production efficiency, reduces the production cost of enterprise.
As shown in Figure 11 ~ 12, in 1 surrounding of platform unit, the guardrail 2 passes through connector and girder for the setting of guardrail 2
121 are connected, and the guardrail 2 includes upright bar 21 and the fender rod 22 being arranged between upright bar 21, and 21 tail portion of upright bar is set
Be equipped with multiple connecting holes 2 23, the connecting hole 2 23 is matched with connecting hole 7, connector insertion connecting hole 2 23 and
In corresponding connecting hole 7,21 two sides of upright bar are provided with multiple through-holes 24, and what be can be inserted into the through-hole 24 is provided with plug-in unit
25, the plug-in unit 25 is set in the left and right ends of fender rod 22, and the assembly method of plug-in is also used between guardrail, abandoned with
Toward the phenomenon that guardrail welding, packed and transported is greatly facilitated, reduces transportation cost, while assembly is more flexible, moulding is more
It is beautiful.
As shown in Fig. 1 ~ 3, column 11 is square hollow steel pipe, and 11 bottom of column is provided with fixinig plate, the fixation
It is welded with the floor of triangle between 11 4 side of piece and column, through-hole, the through-hole and expansion are provided on the fixinig plate
Bolt matches, fixinig plate there are two settings on 11 side wall of column, is provided with lifting hole(eyelet), two columns 11 on the fixinig plate
Between reinforcing bar is connected with by lifting hole(eyelet), two reinforcing bars are distributed in X-shaped, the reinforcing bar between left and right sides column 11
Length between 4000 ~ 5000mm, reinforce between 5000 ~ 6000mm by the length of the reinforcing bar between front and rear sides column 11
Bar can be assembled or be abandoned with unrestricted choice, mainly pass through bearing article to determine whether needing to be attached.
As shown in Fig. 9 ~ 10,7 group 6 of connecting hole is provided with four rows, and the connecting hole is separately positioned on the upper of strengthening groove 8 for 7 group 6
Lower two sides, the vertical range between adjacent 7 groups 6 of connecting hole of two rows are 50 ~ 100mm, the distance between described connecting hole 7 is 30 ~
60mm, 8 punch forming of strengthening groove, the strengthening groove 8 are in arcuation, and the strengthening groove 8 protrudes the back side of mainboard 4, described to add
The vertical range of the arc apex distance mainboard 4 of strong slot 8 is 5 ~ 20mm, is integrally an integral structure, passes through bending technique and drilling technology
It is made, simple process, structural strength is high, long service life, while enhancing intensity using strengthening groove.
As shown in figure 8, the connection sheet 9 includes four monomers being connected, the connection sheet 9 is by punch forming, two
Connection arc 91b between a monomer constitutes a semicircle, and for the connection arc 91b to lower recess, the ontology 91a includes one long
Arm, a galianconism, an arc side, described long-armed and galianconism are attached by arc side, and there are two holes for the long-armed upper setting, described short
It is provided with a hole on arm, facilitates girder, strutbeam one, the connection between strutbeam two, structurally reasonable, moulding is more aesthetically pleasing.
As shown in Fig. 4 ~ 5, floor 13 is uniformly laid in crossbeam frame 12, and 13 surface of floor is provided with multiple and connects
The hole that hole 7 matches is connect, for the floor 13 using C-type steel as ontology, the ontology back side is provided with two rows of circular holes 131,
Row's slotted eye 132, the setting in various holes, in the side of playing are provided at the ontology two sides and positive two sides
Just while being linked and packed, ventilation effect is also improved.
As shown in Fig. 6 ~ 7, the stair 3 include side plate 31, the pedal 33 of handrail 32 and setting between the side plates, institute
It is consistent with main beam structure to state side plate, the pedal using C-type steel as matrix 331, the side of being welded at described matrix front openings
Pipe 332, the height of the square tube 332 are equal to or less than the thickness of matrix 331, ensure that the intensity of pedal.
Meanwhile as shown in Figure 13 ~ 14, the present invention has also carried out finite element analysis, including overall structure using ANSYS software
And the analysis of column monomer；When being analyzed, apply the following conditions using ANSYS: the ux of constraint column lowermost end node,
Uy, uz, rotx, roty, rotz freedom degree, the load of steel platform are mainly structure gravitational load, the constant load for loading cargo, meter
It being loaded when calculation by fully loaded situation, 800kg/ square metres of steel platform main load, other region load are 300kg/ square metres, according to
Specification GB50018-2002 table 4.2.1 regulation, tension, resistance to compression and the bending strength design value of Q235 steel are 205Mpa, structure
Global finite element von Mises Stress Map is as shown in figure 13, maximum stress 162.8Mpa, be less than 205Mpa, structure tension,
Resistance to compression and bending strength are met the requirements；Meanwhile column finite element von Mises Stress Map is as shown in figure 14, maximum stress is
134.8Mpa is less than 205Mpa, shows that column tension, resistance to compression and bending strength are met the requirements.
Meanwhile the present invention also provides the installation building mode of the modular platform, mainly comprise the steps that
1) pre-manufactured: according to live absolute altitude, area, length and width, the quantity of required platform unit is calculated, according to platform
Column 11, girder 121, strutbeam 1, strutbeam 2 123, connection sheet 9, the guardrail 2, building of the good corresponding number of the quantity configuration of unit
Ladder 3 and floor 13；
2) it conveys: being delivered to job location after configured all parts subregion is packaged；
3) it assembles: 1, it is first that column 11 is good according to position cloth according to scene, column 11 can be passed through into expansion bolt and ground at this time
Face progress is affixed, or does not do rigid connection；
2, using crane or fork truck, girder 121 is raised to 11 top of column, using connection sheet 9 by girder 121 and column
11 are attached, and by between bolt or pin insertion connection sheet 9 and girder 121 and column 11, complete to fix, by girder
After 121 assembly are completed, strutbeam 1 and strutbeam 2 123 are successively assembled, is fixed using connection sheet 9, forms crossbeam
Frame 12；
3, stair 3 and crossbeam frame 12 are attached in corresponding position；
4, guardrail Unit 2 is assembled on the girder 121 of side, i.e., carries out two upright bars 21 with girder 121 by bolt
Connection is so packed into fender rod 22 between latter two upright bar 21, completes unilateral limit, floor 13 is then promoted to crossbeam frame
Floor 13 is against guardrail 2 and placed by 12 tops, guarantees the depth of parallelism, floor 13 is successively paved with entire crossbeam frame 12, complete
It is constructed at the installation of entire modular platform.
Easy for installation, transport is quick, is very suitable for exporting, foreign businessman is facilitated voluntarily to assemble, while greatly reducing fortune
Defeated expense
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto, and it is any
Within the technical scope of the present disclosure, any changes or substitutions that can be easily thought of by those familiar with the art, all answers
It is included within the scope of the present invention.
In the above-described embodiment, strengthening groove is not limited to arc, for example, can be " Qian " font.
Hole on floor 13 is not limited to circular hole or elliptical aperture, for example, can be strip hole, meet ventilation and
Condition of contact.
The connection type of column and plane is not limited to expansion bolt, for example, can be screw, meets condition of contact
?.
Claims (10)
1. a kind of modular platform, which is characterized in that it is made of at least one platform unit, guardrail and at least one stair,
The single platform unit includes four columns, crossbeam frame and at least four floors；
The column is symmetrical and is vertically arranged in the plane, is attached between the column and plane by bolt,
The crossbeam frame includes girder, strutbeam one and strutbeam two, and four girders are arranged between four columns, forms master
Body frame, the strutbeam one are set in parallel between parallel two girders in the frame, and the strutbeam two is arranged in strutbeam one
Between and strutbeam one and girder between, the strutbeam two and strutbeam one are perpendicular；
The girder, strutbeam one, strutbeam two are in symmetrical structure, including a mainboard and both side plate, two side plates are located at
Mainboard left and right end portions two sides and perpendicular with the mainboard, are provided with parallel multiple rows of connecting hole group on the mainboard,
The connecting hole group includes at least one connecting hole, and at least two parallel strengthening grooves are provided on the mainboard；
Pass through connection between the girder and column, girder and strutbeam one, girder and strutbeam two and strutbeam one and strutbeam two
Piece is attached, and the connection sheet includes at least two sequentially connected connection monomers, the connection monomer include ontology with
And from the outwardly extending connection arc in ontology two sides, the ontology is substantially L-shape, is provided with hole in the ontology two arms；
The guardrail is arranged in platform unit surrounding, and the guardrail is connected by connector with girder, and the guardrail includes vertical
Bar and the fender rod being arranged between upright bar, the upright bar tail portion are provided with multiple connecting holes two, the connecting hole two and company
It connects hole to match, in the connector insertion connecting hole two and corresponding connecting hole, the upright bar two sides are provided with multiple logical
Hole, what be can be inserted into the through-hole is provided with plug-in unit, and the plug-in unit is set in the left and right ends of fender rod；
The floor is uniformly laid in crossbeam frame, and the slab surfaces are provided with multiple holes matched with connecting hole.
2. a kind of modular platform according to claim 1, which is characterized in that the column is square hollow steel pipe, described
Column bottom is provided with fixinig plate, and the floor of triangle, the fixinig plate are welded between four side of the fixinig plate and column
On be provided with through-hole, the through-hole is matched with expansion bolt.
3. a kind of modular platform according to claim 1, which is characterized in that there are two fixed for setting on the column side wall
Piece, is provided with lifting hole(eyelet) on the fixinig plate, is connected with reinforcing bar by lifting hole(eyelet) between two columns, two reinforcing bars are in X
Shape is distributed, reinforcing of the length of the reinforcing bar between the column of the left and right sides between 4000 ~ 5000mm, between the column of front and rear sides
The length of bar is between 5000 ~ 6000mm.
4. a kind of modular platform according to claim 1, which is characterized in that the connecting hole group is provided with four rows, described
Connecting hole group is separately positioned on the two sides up and down of strengthening groove, and the vertical range between adjacent two rows connecting hole group is 50 ~ 100mm,
The distance between described connecting hole is 30 ~ 60mm.
5. a kind of modular platform according to claim 1, which is characterized in that the strengthening groove punch forming, the reinforcement
Slot is in arcuation, and the back side of the strengthening groove protrusion mainboard, the vertical range of the arc apex distance mainboard of the strengthening groove is 5 ~ 20mm.
6. a kind of modular platform according to claim, which is characterized in that the connection sheet includes four lists being connected
Body, for the connection sheet by punch forming, the connection arc between two monomers constitutes a semicircle, and the connection arc is to recessed
It falls into.
7. a kind of modular platform according to claim 1, which is characterized in that the ontology includes long-armed, a galianconism, one
Arc side, described long-armed and galianconism are attached by arc side, and the long-armed upper setting is provided with one on the galianconism there are two hole
A hole.
8. a kind of modular platform according to claim 1, which is characterized in that the floor is using C-type steel as ontology, institute
It states the ontology back side and is provided with two rows of circular holes, row ellipse is provided at the ontology two sides and positive two sides
Hole.
9. a kind of modular platform according to claim 1, which is characterized in that the stair include side plate, handrail, Yi Jishe
Pedal between the side plates is set, the side plate is consistent with main beam structure, and the pedal is using C-type steel as matrix, described matrix
Square tube is welded at front openings, the height of the square tube is equal to or less than the thickness of matrix.
10. a kind of installation building mode of modular platform, which comprises the following steps:
1) pre-manufactured: according to live absolute altitude, area, length and width, the quantity of required platform unit is calculated, according to platform
Column, girder, strutbeam one, strutbeam two, connection sheet, guardrail, stair and the floor of the good corresponding number of the quantity configuration of unit；
2) it conveys: being delivered to job location after configured all parts subregion is packaged；
3) assemble: 1, it is first that column is good according to position cloth according to scene, at this time can by column by expansion bolt and ground into
Row is affixed, or does not do rigid connection；
2, using crane or fork truck, girder is raised to column top, is attached girder and column using connection sheet,
It by between bolt or pin insertion connection sheet and girder and column, completes to fix, after girder assembly is completed, successively fill
It with strutbeam one and strutbeam two, is fixed using connection sheet, forms crossbeam frame；
3, stair and crossbeam frame are attached in corresponding position；
4, a fence unit is assembled on the girder of side, i.e., is attached two upright bars by bolt and girder, then
It is packed into fender rod between two upright bars, unilateral limit is completed, floor is then promoted to crossbeam frame top, floor is against
Guardrail is placed, and guarantees the depth of parallelism, floor is successively paved with entire crossbeam frame, completes the installation structure of entire modular platform
It builds.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711474912.2A CN108979103A (en) | 2018-08-23 | 2018-08-23 | A kind of modular platform and its installation building mode |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711474912.2A CN108979103A (en) | 2018-08-23 | 2018-08-23 | A kind of modular platform and its installation building mode |
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| Publication Number | Publication Date |
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| CN108979103A true CN108979103A (en) | 2018-12-11 |
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| CN201711474912.2A Pending CN108979103A (en) | 2018-08-23 | 2018-08-23 | A kind of modular platform and its installation building mode |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629436A (en) * | 2019-01-10 | 2019-04-16 | 中铁十六局集团第三工程有限公司 | A kind of box assembled exit passageway and its assembly method |
| CN111236693A (en) * | 2020-03-16 | 2020-06-05 | 中国建筑第四工程局有限公司 | Assembled construction channel capable of being turned over and assembling method |
| CN113494126A (en) * | 2021-06-28 | 2021-10-12 | 五冶集团上海有限公司 | Construction method of engineering observation platform combined with office area packaging room |
-
2018
- 2018-08-23 CN CN201711474912.2A patent/CN108979103A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629436A (en) * | 2019-01-10 | 2019-04-16 | 中铁十六局集团第三工程有限公司 | A kind of box assembled exit passageway and its assembly method |
| CN111236693A (en) * | 2020-03-16 | 2020-06-05 | 中国建筑第四工程局有限公司 | Assembled construction channel capable of being turned over and assembling method |
| CN113494126A (en) * | 2021-06-28 | 2021-10-12 | 五冶集团上海有限公司 | Construction method of engineering observation platform combined with office area packaging room |
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