CN206655461U - Tunnel mould form removal platform - Google Patents
Tunnel mould form removal platform Download PDFInfo
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- CN206655461U CN206655461U CN201720355694.XU CN201720355694U CN206655461U CN 206655461 U CN206655461 U CN 206655461U CN 201720355694 U CN201720355694 U CN 201720355694U CN 206655461 U CN206655461 U CN 206655461U
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- crossbeam
- railing
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Abstract
Tunnel mould form removal platform, including landing slab, railing and two supports are the utility model is related to, support includes column and crossbeam, crossbeam stage casing is connected to column upper end, be connected to diagonal brace between column lower end and crossbeam both ends, two support parallel arrangements, between setting structure support member；Crossbeam one end is provided with bracket protruding upward, and railing is arranged on the crossbeam other end, and railing is hinged with crossbeam；Landing slab is also respectively provided with suspension ring across being laid on the crossbeam of two supports on the crossbeam of two supports, suspension ring expose from landing slab.This tunnel mould form removal platform, it is integral type structure, whole platform can be hoisted to the floor operation of needs with tower crane, platform lower can be supported on the floor, and upper bracket is supported in upper strata underfloor.After platform use, next station can be hoisted to again, saved cumbersome platform building demolishing process, energy accelerating construction progress, also saved Master Cost.
Description
Technical field
Field of house buildings is the utility model is related to, after particularly being poured using tunnel mould completion building, for removing
The platform of tunnel mould.
Background technology
Existing building constructions are typically to go out wall die cavity, then the building technology of pouring reinforcement concrete using template Da.
Tunnel mould is then a kind of efficient template that can shorten the duration, and tunnel die topography is in square tunnel-type, after the completion of multiple tunnel die combinations
Wall and floor can be gone out with one-time-concreting, after first floor room structure pours solidification, each tunnel mould need to be removed and lifted to building
Plate last layer, continue to pour the Rotating fields of building second, by that analogy.
When the tunnel mould for carrying out more than the second layer is removed, it is necessary to build special form removal platform for operating personnel, tear open
Mould platform is typically that storied building structure periphery is arranged in the form of steel pipe outrigger platform plate.After the completion of operating personnel's form removal, need
The temporary platform is removed, continues to build again in third layer, so operates repeatedly, not only to expend substantial amounts of human and material resources,
And construction risk is big, cost is high.
Utility model content
Technical problem to be solved in the utility model is：A kind of tunnel mould form removal platform is provided, can be with tower crane by form removal
Platform is hoisted to the floor operation of needs, saves cumbersome assembling and disassembling process, energy accelerating construction progress, saves expense.
Technical scheme is used by the utility model solves its technical problem：
Tunnel mould form removal platform, including landing slab, railing and two supports, the support include the column that is vertically laid out and
The crossbeam of landscape layout, the crossbeam stage casing are connected to column upper end, are connected between column lower end and crossbeam both ends tiltedly
Support, two support parallel arrangements, and it is provided with structural support between two supports；
Crossbeam one end is provided with bracket protruding upward, and the railing is arranged on the crossbeam other end, and railing is cut with scissors with crossbeam
Connect, jointed shaft is perpendicular to plane where the column and crossbeam of support；
The landing slab is across being laid on the crossbeam of two supports, and the region between railing and column, two
Suspension ring are also respectively provided with the crossbeam of support, the landing slab is provided with suspension ring hole, and the suspension ring expose from suspension ring hole.
Further, in addition to beam channel, the beam channel top have fluting, and across the crossbeam in two supports
On, the landing slab bottom is provided with the square bar of protrusion, and side's bar is embedded in the fluting of beam channel.
Further, the railing structure be hinged with crossbeam is：
One end end face of the crossbeam away from bracket is provided with vertically extending guardrail base, and the guardrail base section is groove
Shape, and slit opening deviates from the bracket, the railing bottom is provided with railing connecting rod, and the railing connecting rod is located at railing
In the flute profile of seat, the position in the flute profile of guardrail base below railing connection boom end is provided with railing baffle plate, the crossbeam
The position of railing is provided with hinge, the hinge is V-shaped, and V-shaped lower position is pin joint, V-shaped upper one end
The railing connecting rod lower end is connected, the V-shaped top other end connects the crossbeam.
Further, the column bottom is provided with base.
The beneficial effects of the utility model are：This tunnel mould form removal platform, is integral type structure, can will entirely be put down with tower crane
Platform is hoisted to the floor operation of needs, and platform lower can be supported on the floor, and upper bracket is supported in upper strata floor
Under.After platform use, next station can be hoisted to again, saves cumbersome platform building demolishing process, can accelerate construction
Progress, also save Master Cost.
Brief description of the drawings
Fig. 1 is the schematic diagram of mould form removal platform in tunnel of the present utility model；
Fig. 2 is the schematic diagram at another visual angle of tunnel mould form removal platform of the present utility model；
Fig. 3 is the enlarged schematic partial view of mould form removal platform in tunnel of the present utility model；
Fig. 4 is the enlarged schematic partial view at another visual angle of tunnel mould form removal platform of the present utility model；
Fig. 5 is schematic diagram when tunnel mould form removal platform of the present utility model uses；
Reference is in figure：Support 1, column 11, base 111, diagonal brace 12, crossbeam 13, bracket 131, landing slab 2, side
Bar 21, beam channel 22, railing 3, guardrail base 31, railing connecting rod 32, railing baffle plate 33, hinge 4, suspension ring 5, template 8, concrete
Framework 9, pre-buried part 91.
Embodiment
The utility model is further illustrated with reference to the accompanying drawings and examples：
Tunnel mould form removal platform, including landing slab 2, railing 3 and two supports 1, what the support 1 included vertically being laid out stands
Post 11 and the crossbeam of landscape layout 13, the stage casing of crossbeam 13 are connected to the upper end of column 11, the lower end of column 11 and the both ends of crossbeam 13
Between be connected to diagonal brace 12, two parallel arrangements of support 1, and be provided with structural support between two supports 1；
The one end of crossbeam 13 is provided with bracket 131 protruding upward, and the railing 3 is arranged on the other end of crossbeam 13, and railing 3
Be hinged, column 11 and crossbeam 13 place plane of the jointed shaft perpendicular to support 1 with crossbeam 13；
The landing slab 2 is across being laid on the crossbeam 13 of two supports 1, and the area between railing 3 and column 11
Domain, is also respectively provided with suspension ring 5 on the crossbeam 13 of two supports 1, and the landing slab 2 is provided with suspension ring hole, and the suspension ring 5 are from hanging
Annular distance exposes.
This tunnel mould form removal platform, suitable for tunnel mould striking job, as shown in figure 1, the 11 vertical cloth of column of support 1
Office, the landscape layout of crossbeam 13, the both sides of column 11 set diagonal brace 12 respectively, and column 11, crossbeam 13, the connection of diagonal brace 12 form stabilization
Triangular structure.
Two parallel arrangements of support 1, are the triangular structure parallel arrangement of two supports 1, and are set between two supports 1
Structural support, such as transverse support bar, bridging etc. are equipped with, two combinations of support 1 is formed firm overall structure.
The one end of crossbeam 13 sets bracket 131, and the other end sets the railing 3, and railing 3 is be hinged with crossbeam 13, and railing 3 can be with
Rotated around jointed shaft, open and close function can be realized.
Landing slab 2 is across being laid on the crossbeam 13 of two supports 1, and available for workmen's standing at work, suspension ring 5 are from flat
The suspension ring hole of platen 2 is exposed, and is hooked for boom hoisting and is sling whole platform.
This form removal platform application method can be, as shown in figure 5, the concrete frame 9 of solidification has been poured for building, should
Concrete frame 9 has two layers up and down, and upper strata needs form removal 8, then the suspension ring 5 of form removal platform can be hooked with tower crane, transports
It is placed in the understructure of concrete frame 9, the base 111 of the lower end of form removal platform column 11 is supported on ground, and crossbeam 13 is right
The bracket 131 at end is supported on the ceiling of the understructure of concrete frame 9, then platform can be stablized and place, can be with landing slab 2
The people that stands constructs.Using the articulated structure of railing 3, railing 3 can be allowed to be turned on and off, as shown in figure 5, railing 3, which is in, closes shape
State, there is protective action to the personnel on landing slab 2, can be according to circumstances anchored at steel cable one end on wall, the other end with
Railing 3 is bound or railing 3 is locked in into closed position using lockset；Railing 3 can also be allowed in an open position, just
Deviate from large-sized template 8 from the superstructure of concrete frame 9, can be preferably to allow the upper surface of landing slab 2 and the layer
Floor is concordant, template 8 is directly slided to landing slab 2 from floor.
To ensure safety, it can also be and pre-buried part 91 is set on concrete frame 9, connect pre-buried part respectively with iron chains
91 and form removal platform.
After template 8 is removed, unclamp the iron chains of form removal platform and concrete frame 9, then can with tower crane by platform again
Secondary sling moves to next station, such as moves in the last layer structure of concrete frame 9, prepares third layer operation.Using this platform,
Cumbersome platform building installation process can be saved, accelerating construction progress, also saves Master Cost.
The mode that landing slab 2 is arranged on crossbeam 2 can be the various ways such as welding, bolt installation, can be preferably
Also including beam channel 22, the top of beam channel 22 has a fluting, and across on the crossbeam 13 of two supports 1, the platform
The bottom of plate 2 is provided with the square bar 21 of protrusion, and side's bar 21 is embedded in the fluting of beam channel 22.
As shown in figure 3, landing slab 2 and square bar 21 can use plank material, crossbeam is arranged in a manner of riveting, bolt etc.
In 2 beam channel 22.
Preferably, it can also be that the bottom of column 11 is provided with base 111.The size of base 111 can be slightly larger than column 11
End size, for forming stable support, it is preferred that can be that the bottom of base 111 sets soft anti-skidding material, such as base
111 can be one section of channel-section steel that Open Side Down, and wooden unit is embedded in channel-section steel opening.
The articulated structure of railing 3 is used to realize that railing 3 is turned on and off function, can use various ways, such as column
Bar 3 directly uses hinge with support 1, and railing 3 can be rotated around bearing pin.
Preferably, the structure be hinged with crossbeam 13 of railing 3 can be：
One end end face of the crossbeam 13 away from bracket 131 is provided with vertically extending guardrail base 31, the guardrail base 31
Section is flute profile, and slit opening deviates from the bracket 131, and the bottom of railing 3 is provided with railing connecting rod 32, the railing
Connecting rod 32 is located in the flute profile of guardrail base 31, and the position in the flute profile of guardrail base 31 below the end of railing connecting rod 32 is set
It is equipped with railing baffle plate 33, the crossbeam 13 is provided with hinge 4 close to the position of railing 3, and the hinge 4 is V-shaped, under V-shaped
Position is set to pin joint, and V-shaped upper one end connects the lower end of railing connecting rod 32, described in the connection of the V-shaped top other end
Crossbeam 13.
As shown in figure 3, hinge 4 is V-shaped, V-shaped lower position is pin joint, is the both ends of V-shaped in pin joint
Rotation connection, the lower end of the one end of hinge 4 connection railing connecting rod 32, other end connecting cross beam 13, then railing 3 can be around pin joint turn
It is dynamic, realize open and close function.
When railing 3 is closed, the railing connecting rod 32 of the bottom of railing 3 is just put into the flute profile of guardrail base 31, then may be used
With iron chains or lockset locking railing 3 position, protective action is played to workmen.When railing 3 is opened, railing connecting rod 32 supports
On railing baffle plate 33, it is easy to large scale form removable to depart from.
Claims (4)
1. tunnel mould form removal platform, it is characterised in that including landing slab (2), railing (3) and two supports (1), the support
(1) crossbeam (13) for column (11) and the landscape layout being vertically laid out is included, crossbeam (13) stage casing is connected to column (11)
Upper end, is connected to diagonal brace (12) between column (11) lower end and crossbeam (13) both ends, two support (1) parallel arrangements, and
Structural support is provided between two supports (1)；
Crossbeam (13) one end is provided with bracket protruding upward (131), and the railing (3) is arranged on crossbeam (13) other end, and
Railing (3) is be hinged with crossbeam (13), and jointed shaft is perpendicular to plane where the column (11) and crossbeam (13) of support (1)；
The landing slab (2) across being laid on the crossbeam (13) of two supports (1), and positioned at railing (3) and column (11) it
Between region, be also respectively provided with suspension ring (5) on the crossbeam (13) of two supports (1), the landing slab (2) is provided with suspension ring
Hole, the suspension ring (5) are exposed from suspension ring hole.
2. mould form removal platform in tunnel as claimed in claim 1, it is characterised in that also including beam channel (22), the beam channel
(22) top has fluting, and on the crossbeam (13) in two supports (1), landing slab (2) bottom is provided with protrusion
Square bar (21), side's bar (21) is embedded in the fluting of beam channel (22).
3. mould form removal platform in tunnel as claimed in claim 1, it is characterised in that the railing (3) is hinged with crossbeam (13)
Structure is：
One end end face of the crossbeam (13) away from bracket (131) is provided with vertically extending guardrail base (31), the guardrail base
(31) section is flute profile, and slit opening deviates from the bracket (131), and railing (3) bottom is provided with railing connecting rod
(32), the railing connecting rod (32) is located in the flute profile of guardrail base (31), is connected in the flute profile of guardrail base (31) positioned at railing
Position below bar (32) end is provided with railing baffle plate (33), and the crossbeam (13) sets hinged close to the position of railing (3)
Chain (4), the hinge (4) are V-shaped, and V-shaped lower position is pin joint, and V-shaped upper one end connects the railing connection
Bar (32) lower end, the V-shaped top other end connect the crossbeam (13).
4. mould form removal platform in tunnel as claimed in claim 1, it is characterised in that column (11) bottom is provided with base
(111)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720355694.XU CN206655461U (en) | 2017-04-06 | 2017-04-06 | Tunnel mould form removal platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720355694.XU CN206655461U (en) | 2017-04-06 | 2017-04-06 | Tunnel mould form removal platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206655461U true CN206655461U (en) | 2017-11-21 |
Family
ID=60317114
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720355694.XU Active CN206655461U (en) | 2017-04-06 | 2017-04-06 | Tunnel mould form removal platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206655461U (en) |
-
2017
- 2017-04-06 CN CN201720355694.XU patent/CN206655461U/en active Active
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