CN109515977A - Piling bin and its manufacture craft and stacking method for prefabricated components - Google Patents
Piling bin and its manufacture craft and stacking method for prefabricated components Download PDFInfo
- Publication number
- CN109515977A CN109515977A CN201811535382.2A CN201811535382A CN109515977A CN 109515977 A CN109515977 A CN 109515977A CN 201811535382 A CN201811535382 A CN 201811535382A CN 109515977 A CN109515977 A CN 109515977A
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- CN
- China
- Prior art keywords
- supporting frame
- prefabricated components
- piling bin
- ledges
- column
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D61/00—External frames or supports adapted to be assembled around, or applied to, articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23P—METAL-WORKING NOT OTHERWISE PROVIDED FOR; COMBINED OPERATIONS; UNIVERSAL MACHINE TOOLS
- B23P15/00—Making specific metal objects by operations not covered by a single other subclass or a group in this subclass
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D21/00—Nestable, stackable or joinable containers; Containers of variable capacity
- B65D21/02—Containers specially shaped, or provided with fittings or attachments, to facilitate nesting, stacking, or joining together
- B65D21/0209—Containers specially shaped, or provided with fittings or attachments, to facilitate nesting, stacking, or joining together stackable or joined together one-upon-the-other in the upright or upside-down position
- B65D21/0212—Containers presenting local stacking elements protruding from the upper or lower edge of a side wall, e.g. handles, lugs, ribs, grooves
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Stackable Containers (AREA)
Abstract
The invention discloses a kind of piling bins for prefabricated components, including supporting frame, ledges and column, the ledges is fixed in the supporting frame, and multiple columns are laid in the top of the supporting frame, wherein four columns are set to the corner of the supporting frame；Locating piece is equipped at the top of multiple columns；Supporting frame bottom is laid with multiple feets, wherein four feets are corresponding with the position for the column that supporting frame corner is arranged in, and the bottom of four feets is equipped with the limiting slot to match with the locating piece；It is equipped with lifting lug on one group of relative side of the supporting frame, and the lifting lug is located at the both ends of this group of relative side.Prefabricated components are stacked with level, while can carry out stacking saving placement place between piling bin, the advantages of being readily transported.The invention also discloses a kind of manufacture crafts of piling bin for prefabricated components.The invention also discloses a kind of stacking methods of piling bin for prefabricated components.
Description
Technical field
The present invention relates to assembled architecture technical field of transportation, it particularly relates to a kind of stacking for prefabricated components
Frame and its manufacture craft and stacking method.
Background technique
General all lie down of prefabricated panel production at present carries out in automatic assembly line die station, and traditional method is that component pours
After the completion of complete concrete curing, by panel turnover machine by wallboard hold up come, then stockyard is transported to by component transfer cart and is stored, then
According to component conveying plan, one piece one piece of wallboard is hung on bulk transport frame, finally transports to construction site and is lifted.
Chinese invention patent CN201521031476.8 discloses a kind of prefabricated component pallet comprising horizontally disposed bottom
Frame, the chassis include the more crossbeams that two stringers and both ends are fixedly connected with the stringer, on the crossbeam or crossbeam
Side is additionally provided with partition, and the partition is equipped with several slots, is equipped in the slot moveable for preventing prefabricated component from inclining
Intubation, the one or both sides of the intubation are additionally provided with the clamp device for reinforcing intubation.
Chinese invention patent CN201720810570.6 discloses a kind of vertical prefabricated panel pallet comprising bottom shelf
One group or more of turnable frame body is arranged on the bottom frame body and the level being arranged on the turnable frame body is solid in body
Fixed rope, the turnable frame body includes the lateral frame for two L-type structures being inclined on bottom frame body left and right ends
With two vertical framves being arranged in parallel in the middle part of the bottom frame body, each vertical frame top is rolled to adjacent side frame one
Tiltedly setting, vertical frame top is fixedly connected with lateral frame top.
Chinese invention patent application CN201610159931.5 discloses a kind of concrete prefabricated element pallet comprising
Frame and inserted link limiting slot may be reversed；The turnable frame includes: chassis；It is respectively arranged on the two of the chassis both ends
A vertical frame in end；And it is vertical against frame in the middle part of the chassis, it is described vertically against the both ends of frame
It is connected to two vertical frames in end；The inserted link limiting slot is set in the chassis and positioned at described vertical
Against the side of frame.
To prefabricated panel using vertical transport, this vertical transport is primarily present for above-mentioned three patents or patent application
The main problem of following four:
1, for component by repeatedly transhipment, production efficiency is low, and component is easy breakage.When concrete component reaches lifting intensity
Afterwards, wall plate member is erected by panel turnover machine by flat turn, and component is lifted on the transfer cart that frame is leaned on triangular aslant by purlin vehicle after erectting
On, transfer cart is transferred to component stockyard, then lifting component may be reversed on frame to stockyard, when unit in charge of construction needs component, then
By on lifting component to platform trailer square frame, finally transports to construction site and lifted.Horizontal member such as superimposed sheet and building
Ladder needs one piece of block to lift to transfer car(buggy) after produce, and transfer car(buggy) is transported to stockyard, needs one piece of block to lift and is placed on stockyard, when need to be transported to
When construction site, one piece of block is needed to lift to platform trailer, under efficiency is very low.
2, stockyard utilization rate is very low.Stockyard requirement is larger in major part assembled type concrete prefabricated part factory at present, and one
As the area ratio in situation production plant and stockyard be 1:2, stockyard occupied area is larger, in the situation that land resource is more and more nervous
Under, stockyard component reserves how are improved, cost of founding the factory is saved, becomes the most concerned problem of assembled type concrete prefabricated part enterprise
3, the frequent super high and overrun of component conveying, while transport member center of gravity is higher, there is very big security risk.City at present
Common platform trailer terrain clearance is 1.2-1.5m on face, and the vertical members height such as wallboard is generally 3-3.5m and (reinforcing bar is added to stretch
Length out), rectangular pallet bottom level and chock side's height are added, total height is substantially all more than highway bridge and culvert limit for height
4.5m, it is extremely inconvenient to come to conveyer belt, while transport vehicle center of gravity is integrally higher, easily turns on one's side, brings in zig zag section
Great security risk.
4, it puts down fortune component and directly lifts by crane upper ring, erect component and come, component is very easy to damage.Component is being holded up
In the process, concrete and rotation foot position concrete damage frequent occurrence at hanging ring, and unit in charge of construction is caused to need mending concrete,
It is additional to increase workload and cost, also decline component presentation quality.
Summary of the invention
To solve problems of the prior art, the present invention provides a kind of piling bin for prefabricated components and its production
There is level to stack prefabricated components for technique and stacking method, while can carry out stacking saving placement place between piling bin, be convenient for
The advantages of transport.
To achieve the above object, the technical solution adopted by the present invention is that: a kind of piling bin for prefabricated components, including hold
Weight frame, ledges and column, the supporting frame are in rectangle, and the ledges is fixed in the supporting frame, multiple described vertical
Column is laid in the top of the supporting frame, wherein four columns are set to the corner of the supporting frame；It is multiple described vertical
Locating piece is equipped at the top of column, the locating piece is in frustum type；The supporting frame bottom is laid with multiple feets, wherein
Four feets are corresponding with the position for the column that supporting frame corner is arranged in, and the bottom of four feets be equipped with it is described
The limiting slot that locating piece matches；It is equipped with lifting lug on one group of relative side of the supporting frame, and the lifting lug is located at the group
The both ends of relative side.
It is being welded on supporting frame side by ledges welding and supporting frame, then by lifting lug using preceding, while in load-bearing
The corner of frame is equipped with column, and column can play a position-limiting action to the prefabricated components being placed on piling bin, in load-bearing
Welding ledges is to improve the service life of piling bin in order to enable whole load-bearing capacity is stronger in frame；When being piled on piling bin
When prefabricated components transport or the space is insufficient, after being connect by hoisting device with the lifting lug on piling bin, by piling bin
The top for being put into another piling bin is sling, convenient transportation reduces the place occupied when stacking simultaneously.
Preferably, the supporting frame is welded by H profile steel, and is equipped with and is added between the bottom and top of the supporting frame
Strengthening tendons, the reinforcing rib are vertical with the transverse bar of the supporting frame；The corner of the supporting frame is equipped with gusset.
It is the overall weight in order to mitigate piling bin that supporting frame, which uses H profile steel, while in order to keep its load-bearing capacity stronger
It is welded with reinforcing rib between the bottom and top of supporting frame, avoids causing supporting frame deflection mistake during transportation
Greatly；Influence its service life.
Preferably, the gusset is triangular in shape, the two of them side of the gusset and adjacent the two of the supporting frame
Side is affixed.
Gusset is set in the corner of supporting frame, and the gusset is in triangular form, further increases the carrying of supporting frame
Ability.
Preferably, the ledges is at least 2, and the ledges is set in the supporting frame；The ledges includes two C
Fashioned iron and auxiliary bar, two C-type steels are disposed opposite to each other, and are connected with the auxiliary bar between two C-type steels.
Ledges is welded by 2 C-type steels and auxiliary bar, with stable work that is light-weight, while having certain again
With.
Preferably, the spacing between 2 ledges is 900mm-1000mm.
The distance between two ledges are arranged to 900mm-1000mm, at the same supporting frame bottom be equipped with at ledges
Feet on same straight line matches with the supporting point of haulage vehicle.
Preferably, the height of the column is between 750mm-1300mm.
Convenient for being limited to the prefabricated components being placed on piling bin.
A kind of manufacture craft of the piling bin as described above for prefabricated components, includes the following steps:
S1: steel are divided by design size, and carry out soldering；
S2: feet is welded on the bottom of supporting frame by the welding of feet；
S3: the side of the lower part of lifting lug and supporting frame is welded in the welding of lifting lug；
S4: column is welded on four corners of supporting frame by the welding of column, and by the upper part of lifting lug and column
Welding；
S5: the welding of locating piece；
S6: ledges is welded in supporting frame by the welding of ledges；
S7: monnolithic case preservative treatment.
Preferably, further include following steps between step S6 and step S7:
S6A: gusset is welded in the corner of supporting frame by the welding of gusset；
S6B: heat treatment, using localized hyperthermia's tempering.
Concrete operating principle:
Supporting frame is welded first, in the welding for carrying out feet, supporting frame is supported one convenient for feet
Point, convenient for welding lifting lug, lifting lug and supporting frame welding after, carry out column welding, column welding after carry out lifting lug with
Locating piece, is welded on column by the welding of column again later, is positioned when convenient for stacking, after these are all welded
The welding for carrying out ledges and gusset, increases the load-bearing capacity of entire piling bin, then carries out localized hyperthermia's tempering, eliminates
The stress of each pad finally carries out preservative treatment, extends the service life of piling bin.
A kind of stacking method of the piling bin as described above for prefabricated components, includes the following steps:
S1, by the prefabricated components of production, level is overlayed on piling bin one by one, is led between neighbouring two blocks of prefabricated components
Crossing that cushion block separates will be on the prefabricated hanged placing flat piling bin of prefabricated components；
S2, the piling bin carry out level for being stacked with prefabricated components is stacked, stacks at least 1 layer of the number of plies.
Concrete operating principle:
Prefabricated components are deposited on piling bin, and are separated between the prefabricated components by cushion block convenient for hanged, the same to time
Occupied area is saved, and can be stacked between piling bin and piling bin, generally stacks the number of plies between 2-6 layers, convenient for hanged.
The beneficial effects of the present invention are:
(1) it is being welded on supporting frame side by ledges welding and supporting frame, then by lifting lug using preceding, while held
The corner of weight frame is equipped with column, and column can play a position-limiting action to the prefabricated components being placed on piling bin, hold
Welding ledges is to improve the service life of piling bin in order to enable whole load-bearing capacity is stronger in weight frame；When being put on piling bin
When full prefabricated components transport or the space is insufficient, after being connect by hoisting device with the lifting lug on piling bin, it will stack
Frame slings the top for being put into another piling bin, and convenient transportation reduces the place occupied when stacking simultaneously；
(2) it is the overall weight in order to mitigate piling bin that supporting frame, which uses H profile steel, while in order to make its load-bearing capacity more
It is welded with reinforcing rib between the bottom and top of supporting frame by force, avoids causing supporting frame deflection mistake during transportation
Greatly；Influence its service life；
(3) gusset is set in the corner of supporting frame, and the gusset is in triangular form, further increases holding for supporting frame
Loading capability；
(4) ledges is welded by 2 C-type steels and auxiliary bar, with light-weight, while having certain stabilization again
Effect；
(5) the distance between two ledges are arranged to 900mm-1000mm, while are equipped with and muscle in supporting frame bottom
Frame is in the feet on same straight line, matches with the supporting point of haulage vehicle；
(6) height of column is between 750mm-1300mm；Convenient for limiting the prefabricated components being placed on piling bin
Position；
(7) supporting frame is welded first, in the welding for carrying out feet, supporting frame is supported one convenient for feet
Part after lifting lug and supporting frame welding, is carrying out lifting lug after the welding for carrying out column, column welding convenient for welding lifting lug
With the welding of column, locating piece being welded on column again later, being positioned when convenient for stacking, after these are all welded
In the welding for carrying out ledges and gusset, increase the load-bearing capacity of entire piling bin, then carries out localized hyperthermia's tempering, disappear
The stress of pad unless each finally carries out preservative treatment, extends the service life of piling bin；
(8) prefabricated components are deposited on piling bin, and are separated between the prefabricated components by cushion block convenient for hanged, simultaneously
Occupied area is saved, and can be stacked between piling bin and piling bin, generally stacks the number of plies between 2-6 layers, convenient for hanged.
Detailed description of the invention
Fig. 1 is the schematic view of the front view of the embodiment of the piling bin of the present invention for prefabricated components；
Fig. 2 is the left view structural representation of the embodiment of the piling bin of the present invention for prefabricated components；
Fig. 3 is the overlooking structure diagram of the embodiment of the piling bin of the present invention for prefabricated components；
Description of symbols:
1, supporting frame；2, ledges；3, column；4, locating piece；5, feet；6, limiting slot；7, lifting lug；8, reinforcing rib；9,
Gusset；10, C-type steel；11, auxiliary bar.
Specific embodiment
The embodiment of the present invention is described in detail with reference to the accompanying drawing.
Embodiment 1:
As shown in Figure 1-3, a kind of piling bin for prefabricated components, including supporting frame 1, ledges 2 and column 3, it is described
Supporting frame 1 is in rectangle, and the ledges 2 is fixed in the supporting frame 1, and multiple columns 3 are laid in the load-bearing
The top of frame 1, wherein four columns 3 are set to the corner of the supporting frame 1；The top of multiple columns 3 is equipped with
Locating piece 4, the locating piece 4 are in frustum type；1 bottom of supporting frame is laid with multiple feets 5, wherein four feets 5
It is corresponding with the position of column 3 that 1 corner of supporting frame is arranged in, and the bottom of four feets 5 is equipped with and the positioning
The limiting slot 6 that part 4 matches；Lifting lug 7 is equipped on one group of relative side of the supporting frame 1, and the lifting lug 7 is located at the group
The both ends of relative side.
It is being welded on 1 side of supporting frame by the welding of ledges 2 and supporting frame 1, then by 4 lifting lugs 7 using preceding, simultaneously
4 columns 3 are welded in 4 corners of supporting frame 1, while lifting lug 7 is located at a part of column 3 and column 3 carries out
Soldering, while column 3 can play a position-limiting action to the prefabricated components being placed on piling bin, in supporting frame 1
Welding ledges 2 is to improve the service life of piling bin in order to enable whole load-bearing capacity is stronger；When piling prefabricated structure on piling bin
When part transport or the space is insufficient, after being connect by hoisting device with the lifting lug 7 on piling bin, piling bin is sling and is put
To the top of another piling bin, convenient transportation reduces the place occupied when stacking simultaneously, wherein the load-bearing frame in the present embodiment
Frame 1 is in rectangle, in other embodiments can be circle, diamond shape, triangle or other geometries.
Embodiment 2:
As shown in Figure 1-3, the present embodiment is on the basis of embodiment 1, the supporting frame 1 welded by H profile steel 10C and
At, and reinforcing rib 8 is equipped between the bottom and top of the supporting frame 1, the transverse bar of the reinforcing rib 8 and the supporting frame 1
Vertically；The corner of the supporting frame 1 is equipped with gusset 9.
It is the overall weight in order to mitigate piling bin that supporting frame 1, which uses H profile steel 10C, while in order to make its load-bearing capacity
It is stronger that reinforcing rib 8 is welded between the bottom and top of supporting frame 1, it avoids that supporting frame 1 is caused to become during transportation
Shape amount is excessive；Its service life is influenced, the supporting frame 1 in the present embodiment uses H profile steel 10C, can be in other embodiments C
Fashioned iron 10C or other steel pipes.
Embodiment 3:
As shown in Figure 1-3, the present embodiment is on the basis of embodiment 1, the gusset 9 is triangular in shape, the gusset 9 its
In two sides and the adjacent two sides of the supporting frame 1 it is affixed.
Gusset 9 is set in the corner of supporting frame 1, and the gusset 9 is in triangular form, further increases supporting frame 1
Bearing capacity, while the gusset 9 is twenty percent structure, same gusset 9, bottom are welded in the top and top of two adjacent H profile steel 10C
Same gusset 9 is welded in portion and bottom.
Embodiment 4:
As shown in Figure 1-3, the present embodiment is on the basis of embodiment 1, the ledges 2 is at least 2, and the ledges 2 is set
In in the supporting frame 1；The ledges 2 includes two C-type steel 10C and auxiliary bar 11, and two C-type steel 10C are opposite
Setting, and the auxiliary bar 11 is connected between two C-type steel 10C.
Ledges 2 is welded by 2 C-type steel 10C and auxiliary bar 11, with light-weight, while being had again certain
The number of stabilization, ledges 2 can be set according to the specific length of supporting frame 1.
Embodiment 5:
As shown in Figure 1-3, the present embodiment is on the basis of embodiment 1, the spacing between 2 ledges 2 is 900mm.
The distance between two ledges 2 are arranged to 900mm, while being equipped in 1 bottom of supporting frame and being in same with ledges 2
Feet 5 on one straight line, matches with the supporting point of haulage vehicle.
Embodiment 6:
As shown in Figure 1-3, the present embodiment is on the basis of embodiment 1, the spacing between 2 ledges 2 is 950mm.
The distance between two ledges 2 are arranged to 950mm, while being equipped in 1 bottom of supporting frame and being in same with ledges 2
Feet 5 on one straight line, matches with the supporting point of haulage vehicle.
Embodiment 7:
As shown in Figure 1-3, the present embodiment is on the basis of embodiment 1, the spacing between 2 ledges 2 is 1000mm.
The distance between two ledges 2 are arranged to 1000mm, while being equipped in 1 bottom of supporting frame and being in ledges 2
Feet 5 on same straight line, matches with the supporting point of haulage vehicle.
Embodiment 8:
As shown in Figure 1-3, the present embodiment is on the basis of embodiment 1, the height of the column 3 is 750mm.
Convenient for being limited to the prefabricated components being placed on piling bin.
Embodiment 9:
As shown in Figure 1-3, the present embodiment is on the basis of embodiment 1, the height of the column 3 is 1000mm.
Convenient for being limited to the prefabricated components being placed on piling bin.
Embodiment 10:
As shown in Figure 1-3, the present embodiment is on the basis of embodiment 1, the height of the column 3 is 1300mm.
Convenient for being limited to the prefabricated components being placed on piling bin.
Embodiment 11:
As shown in Figure 1-3, a kind of manufacture craft of the piling bin for prefabricated components as described in embodiment 1-10, including
Following steps:
S1: steel are divided by design size, and carry out soldering；
S2: feet 5 is welded on the bottom of supporting frame 1 by the welding of feet 5；
S3: the side of the lower part of lifting lug 7 and supporting frame 1 is welded in the welding of lifting lug 7；
S4: column 3 is welded on four corners of supporting frame 1 by the welding of column 3, and by the upper part of lifting lug 7 with
Column 3 welds；
S5: the welding of locating piece 4；
S6: ledges 2 is welded in supporting frame 1 by the welding of ledges 2；
S7: monnolithic case preservative treatment.
Preferably, further include following steps between step S6 and step S7:
S6A: gusset 9 is welded in the corner of supporting frame 1 by the welding of gusset 9；
S6B: heat treatment, using localized hyperthermia's tempering.
Concrete operating principle:
Supporting frame 1 is welded first, in the welding for carrying out feet 5, is supported supporting frame 1 convenient for feet 5
A part, convenient for welding lifting lug 7, after lifting lug 7 and supporting frame 1 weld, in the welding for carrying out column 3, column 3 weld after into
Locating piece 4 being welded on column 3 again later, being positioned when convenient for stacking, all by these by the welding of row lifting lug 7 and column 3
In the welding for carrying out ledges 2 and gusset 9 after being welded, increase the load-bearing capacity of entire piling bin, it is high then to carry out part
Warm tempering eliminates the stress of each pad, finally carries out preservative treatment, extends the service life of piling bin.
Embodiment 13:
As shown in Figure 1-3, a kind of stacking method of the piling bin for prefabricated components as described in embodiment 1-10, including
Following steps:
S1, by the prefabricated components of production, level is overlayed on piling bin one by one, is led between neighbouring two blocks of prefabricated components
Crossing that cushion block separates will be on the prefabricated hanged placing flat piling bin of prefabricated components；
S2, the piling bin carry out level for being stacked with prefabricated components is stacked, stacks at least 1 layer of the number of plies.
Concrete operating principle:
Prefabricated components are deposited on piling bin, and are separated between the prefabricated components by cushion block convenient for hanged, the same to time
Occupied area is saved, and can be stacked between piling bin and piling bin, generally stacks the number of plies between 2-6 layers, convenient for hanged.
A specific embodiment of the invention above described embodiment only expresses, the description thereof is more specific and detailed, but simultaneously
Limitations on the scope of the patent of the present invention therefore cannot be interpreted as.It should be pointed out that for those of ordinary skill in the art
For, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to guarantor of the invention
Protect range.
Claims (9)
1. a kind of piling bin for prefabricated components, which is characterized in that including supporting frame, ledges and column, the load-bearing frame
Frame is in rectangle, and the ledges is fixed in the supporting frame, and multiple columns are laid in the top of the supporting frame,
Wherein four columns are set to the corner of the supporting frame；Locating piece, the positioning are equipped at the top of multiple columns
Part is in frustum type；The supporting frame bottom is laid with multiple feets, wherein four feets and setting are in supporting frame corner
The position of the column at place is corresponding, and the bottom of four feets is equipped with the limiting slot to match with the locating piece；It is described to hold
It is equipped with lifting lug on one group of relative side of weight frame, and the lifting lug is located at the both ends of this group of relative side.
2. the piling bin according to claim 1 for prefabricated components, which is characterized in that the supporting frame is by H profile steel
It is welded, and is equipped with reinforcing rib, the cross of the reinforcing rib and the supporting frame between the bottom and top of the supporting frame
Muscle is vertical；The corner of the supporting frame is equipped with gusset.
3. the piling bin according to claim 2 for prefabricated components, which is characterized in that the gusset is triangular in shape, institute
Stating the two of them side of gusset, adjacent two sides are affixed with the supporting frame.
4. the piling bin according to claim 1 for prefabricated components, which is characterized in that the ledges is at least 2, and
The ledges is set in the supporting frame；The ledges includes two C-type steels and auxiliary bar, and two C-type steels are set opposite to each other
It sets, and is connected with the auxiliary bar between two C-type steels.
5. the piling bin according to claim 4 for prefabricated components, which is characterized in that between 2 ledges
Away from for 900mm-1000mm.
6. the piling bin according to claim 1 for prefabricated components, which is characterized in that the height of the column exists
Between 750mm-1300mm.
7. a kind of manufacture craft of the piling bin for prefabricated components as described in claim 1-6, which is characterized in that including such as
Lower step:
S1: steel are divided by design size, and carry out soldering；
S2: feet is welded on the bottom of supporting frame by the welding of feet；
S3: the side of the lower part of lifting lug and supporting frame is welded in the welding of lifting lug；
S4: column is welded on four corners of supporting frame, and the upper part of lifting lug and column is welded by the welding of column
It connects；
S5: the welding of locating piece；
S6: ledges is welded in supporting frame by the welding of ledges；
S7: monnolithic case preservative treatment.
8. the manufacture craft of the piling bin according to claim 7 for prefabricated components, which is characterized in that in step S6 and
Further include following steps between step S7:
S6A: gusset is welded in the corner of supporting frame by the welding of gusset；
S6B: heat treatment, using localized hyperthermia's tempering.
9. a kind of stacking method of the piling bin for prefabricated components as described in claim 1-6, which is characterized in that including such as
Lower step:
S1, by the prefabricated components of production, level is overlayed on piling bin one by one, passes through pad between neighbouring two blocks of prefabricated components
Block separates will be on the prefabricated hanged placing flat piling bin of prefabricated components；
S2, the piling bin carry out level for being stacked with prefabricated components is stacked, stacks at least 1 layer of the number of plies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811535382.2A CN109515977A (en) | 2018-12-14 | 2018-12-14 | Piling bin and its manufacture craft and stacking method for prefabricated components |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811535382.2A CN109515977A (en) | 2018-12-14 | 2018-12-14 | Piling bin and its manufacture craft and stacking method for prefabricated components |
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| CN109515977A true CN109515977A (en) | 2019-03-26 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110921047A (en) * | 2019-11-28 | 2020-03-27 | 中国二十冶集团有限公司 | Stackable formwork transporting and stacking rack and using method thereof |
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| CN201301080Y (en) * | 2008-06-13 | 2009-09-02 | 华为技术有限公司 | Detachable opening-type frame packing turnover frame |
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| CN110921047A (en) * | 2019-11-28 | 2020-03-27 | 中国二十冶集团有限公司 | Stackable formwork transporting and stacking rack and using method thereof |
| CN110921047B (en) * | 2019-11-28 | 2021-08-13 | 中国二十冶集团有限公司 | Stackable formwork transporting and stacking rack and using method thereof |
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