CN209190967U - Prefabricated rain cover girder pours mold - Google Patents
Prefabricated rain cover girder pours mold Download PDFInfo
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- CN209190967U CN209190967U CN201821177950.1U CN201821177950U CN209190967U CN 209190967 U CN209190967 U CN 209190967U CN 201821177950 U CN201821177950 U CN 201821177950U CN 209190967 U CN209190967 U CN 209190967U
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Abstract
The utility model discloses a kind of prefabricated rain cover girders to pour mold, it is related to building industrialization manufacturing technology field, its key points of the technical solution are that including that bed die, the first side mode being arranged on bed die and the second side mode and the first side mode of setting and the second side mode two sides two be fixed together vertical with the first side mode and the second side mode hold mould；It further includes third side mode that prefabricated rain cover girder, which pours mold, is provided between the second side mode and third side mode by the closed cover board in gap between the two.The utility model, which solves, is carried out in two steps the process of casting concrete, so that the need of work that pours of staff spends longer time, to which the efficiency of rain cover girder prefabricated component production is not very high problem, by being provided between the second side mode and third side mode by the closed cover board in gap between the two, the producing efficiency of Lai Tigao rain cover girder prefabricated component.
Description
Technical field
The utility model relates to building industrialization manufacturing technology field, in particular to a kind of prefabricated rain cover girder pours mould
Tool.
Background technique
Canopy is at building entrance and top layer balcony top to rain cover, and protective door is outer from rain erosion and people
Do not dripped when passing in and out and drenched and horizontal member that aerial junk injures by a crashing object.
Rain cover girder for building is divided into according to production technology difference cast-in-place builds rain cover girder and prefabricated rain cover girder.It is wherein cast-in-place to build rain
Peng Liang needs live formwork, assembling reinforcement, pouring concrete, demoulding etc., and field procedure is more, and amount of support is big, and the structure construction stage is very
Hardly possible is current, and consuming is a large amount of artificial, while generating a large amount of building waste.With the continuous propulsion of building industrialization, prefabricated canopy
Beam is widely used, and the standardisation requirements degree of prefabricated rain cover girder is higher, for the standardization for improving prefabricated rain cover girder, batch metaplasia
It produces, mold is poured using prefabricated rain cover girder and produces prefabricated rain cover girder.
Existing prefabricated rain cover girder pours mold 1 and rain cover girder prefabricated component 2 as shown in Figure 1 and Figure 2, and prefabricated rain cover girder pours
Mold 1 is mainly including bed die 101, the first side mode 102 being arranged on bed die 101 and the second side mode 103 and the first side of setting
Mould 102 and 103 two sides of the second side mode and the first side mode 102 and the second side mode 103 are fixed together by the way that bolt is vertical
Two end moulds 104 are held and are bolted to connection together between mould 104 and bed die 101, wherein the first side mode 102 and second
The length of side mode 103 is identical, and the width of the first side mode 102 is greater than the second side mode 103.The whole L-shaped template of mould 104 is held, point
For transverse mode 1041 and perpendicular mould 1042, the of same size of the width of mould 1042 and the first side mode 102 is erected, the width of transverse mode 1041 and the
Two side modes 103 it is of same size.During installation, the first side mode 102 and the second side mode 103 are first bolted by staff
It is connected on bed die 101, and is to be arranged in parallel between the first side mode 102 and the second side mode 103；Then staff is by two
End mould 104 is respectively fixedly connected at the both ends of the first side mode 102 and the second side mode 103, during installation, holds the perpendicular mould of mould 104
1042 one end are fixedly connected with the first side mode 102, and one end of transverse mode 1041 is fixedly connected with the second side mode 103, to complete the
One side mode 102, the second side mode 103, the arrangement for holding mould 104 and bed die 101.
It further includes third side mode 105 that prefabricated rain cover girder, which pours mold 1, the length of third side mode 105 and the second side mode 103 and
The length of first side mode 102 is identical, and the width of third side mode 105 is set as being equal to the between the width of the second side mode 103
The width of one side mode 102.The both ends of third side mode 105 are bolted to connection on the mould 104 of end, and third side mode 105 exists
Be parallel to each other when arrangement with the first side mode 102 and the second side mode 103, third side mode 105 towards the face of the first side mode 102 be plane
And the side contacts with perpendicular mould 1042 far from the first side mode 102.And it is arranged between the second side mode 103 and third side mode 105
There is the support rod 106 being supported to third side mode 105, is provided between the second side mode 103 and the first side mode 102 by second
The split bolt 107 that side mode 103 and the first side mode 102 tense.
As shown in Figure 1 and Figure 2, prefabricated rain cover girder pours will place reinforced frame in casting concrete in mold 1.Therefore exist
In use, staff first first arranges the first side mode 102, the second side mode 103, end mould 104 and bed die 101, then by steel
Ledges is placed between the first side mode 102 and the second side mode 103, and then third side mode 105 is arranged on the mould 104 of end, and adds
With fixation, to complete the arrangement (referring to Fig.1) that prefabricated rain cover girder pours mold 1.Mold 1 is poured completing prefabricated rain cover girder
Cloth postpones, and staff pours concreting in mold 1 to prefabricated rain cover girder, carries out the production of rain cover girder prefabricated component 2.?
When casting concrete, then the first casting concrete between the second side mode 103 and third side mode 105 of staff carries out coagulation
The levelling work of soil, at this time prefabricated rain cover girder pour the concrete poured in mold 1 with a thickness of being no more than the second side mode 103
Width, after the concrete sizing poured, staff's casting concrete between the first side mode 102 and third side mode 105 again,
After concrete is formed completely, prefabricated rain cover girder is poured mold 1 and removed by staff, produces rain cover girder prefabricated component 2(reference
Fig. 2).Wherein, the process of casting concrete is divided into two steps to carry out, can effectively prevents concrete occur when primary concreting
From the case where outflow between the second side mode 103 and third side mode 105, facilitate the production of rain cover girder prefabricated component 2.
In the production of actual rain cover girder prefabricated component 2, when process of concreting, is divided into the progress of two steps, so that after
The pouring of the concrete of one step, which needs the concrete poured until previous step tentatively be formed later, just can be carried out, and prevent from pouring to reach
The concrete built is from the effect flowed out between the second side mode 103 and third side mode 105.But it is divided to two for the process of casting concrete
Step carries out, so that the need of work that pours of staff spends longer time, so that the efficiency that rain cover girder prefabricated component 2 makes is not
It is very high.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of prefabricated rain cover girders to pour mould
Tool, by being provided between the second side mode and third side mode by the closed cover board in gap between the two, allows staff pouring
It can directly be poured between the first side mode and third side mode when building concrete, so as to disposably complete concrete
It pours, the producing efficiency of Lai Tigao rain cover girder prefabricated component.
The above-mentioned purpose of the utility model has the technical scheme that
A kind of prefabricated rain cover girder pours mold, including bed die, the first side mode being arranged on bed die and the second side mode and
First side mode is set and the second side mode two sides two be fixed together vertical with the first side mode and the second side mode hold mould；
End mould is fixed together with bed die；First side mode is identical with the length of the second side mode, and the width of the first side mode
Degree is greater than the second side mode；Mould integrally L-shaped template is held, transverse mode and perpendicular mould are divided into, erects the width and the width phase of the first side mode of mould
Together, the width of transverse mode and the second side mode is of same size；
It further includes third side mode, the length of third side mode and the second side mode and the first side mode that prefabricated rain cover girder, which pours mold,
Length is identical, and the width of third side mode is set as being equal to the width of the first side mode between the width of the second side mode；Third side
The both ends of mould are fixedly connected on the mould of end, and third side mode is parallel to each other in arrangement with the first side mode and the second side mode, third
The face of side mode the first side mode of direction is plane and the side contacts with perpendicular mould far from the first side mode；
It is provided between the second side mode and third side mode by the closed cover board in gap between the two.
By using above-mentioned technical proposal, during installation, the first side mode and the second side mode are first passed through bolt by staff
It is fixedly connected on bed die, and is to be arranged in parallel between the first side mode and the second side mode；Then staff is by two end moulds
It is respectively fixedly connected at the both ends of the first side mode and the second side mode, during installation, perpendicular mould one end of mould is held to fix with the first side mode
Connection, one end of transverse mode are fixedly connected with the second side mode, to complete the first side mode, the second side mode, the arrangement for holding mould and bed die.
When in use, staff first first arranges the first side mode, the second side mode, end mould and bed die, is then placed on reinforced frame
Between first side mode and the second side mode, then third side mode is arranged on the mould of end, and is fixed, to complete prefabricated canopy
Beam pours the arrangement of mold.It is postponed completing the cloth that prefabricated rain cover girder pours mold, staff is by concreting to prefabricated
Rain cover girder pours in mold, carries out the production of rain cover girder prefabricated component.In casting concrete, staff first the second side mode with
Then casting concrete between third side mode carries out the work of concrete leveling, prefabricated rain cover girder, which pours in mold, at this time pours
Concrete with a thickness of be no more than the second side mode width, then the gap lid between the second side mode and third side mode is set
There is cover board, by the way that cover board is arranged, the gap between the second side mode and third side mode is closed, under the barrier effect of cover board, work
Making personnel can directly pour concrete between the second side mode and third side mode, only need when pouring to the second side mode and
Concrete between third side mode carries out levelling work, does not need at the beginning of waiting the concrete between the second side mode and third side mode
Step sizing can be poured directly, so that used time when staff's casting concrete is shorter, so that it is beam prefabricated to improve canopy
The producing efficiency of part.After concrete is formed completely, prefabricated rain cover girder is poured mold and removed by staff, produces rain cover girder
Prefabricated component.Wherein, the process of casting concrete is divided into two steps to carry out, can effectively prevents coagulation occur when primary concreting
The case where soil flows out between the second side mode and third side mode, facilitates the production of rain cover girder prefabricated component.
The utility model is further arranged to: the length of cover board is greater than the length of the second side mode of the first side mode, and width
Greater than the distance between the second side mode and third side mode.
By using above-mentioned technical proposal, when so that cover board being placed between the second side mode and third side mode, the two of cover board
End is overlapped on two end moulds, and cover board is also overlapped in the second side mode.When cover board is overlapped in end mould and the second side mode, cover board
Bottom surface and the second side mode and hold the upper surface of mould to be bonded, allow casting concrete when concrete will not be from the second side mode and third side
Gap outflow between mould, and the bottom surface of cover board is bonded with the upper surface of the second side mode and end mould, and concrete is allowed to be not easy from lid
It is flowed out at plate and the second side mode and end mould contact position.In addition, being adjacent between cover board and third side mode one in cover board installation
It rises, prevents concrete from flowing out between cover board and third side mode.
The utility model is further arranged to: being provided between cover board and third side mode and is determined cover board installation site
The positioning component of position；
Positioning component includes that the mounting post that protrusion is arranged in third side mode and setting cooperate with mounting post on the cover board
The mounting ring of connection, during installation, mounting ring is set in mounting post；
Third side mode is arranged in when cover plate lid is set at the position of cover board in mounting post, and mounting ring is arranged on the cover board
Position it is corresponding with the position of mounting post.
By using above-mentioned technical proposal, when cover plate lid being located on the gap between the second side mode and third side mode,
Staff only needs for mounting ring to be directed at mounting post, and then mounting ring is set in mounting post, so that it may so that cover board is pacified
It fills in place, without staff in the position for spending time de-regulation cover board, to improve canopy again
The producing efficiency of beam prefabricated part.
The utility model is further arranged to: at least two groups positioning component is provided between cover board and third side mode.
By using above-mentioned technical proposal, so that the more convenient installation of cover board is in place, it is not in single positioning
The case where component can not position cover board.
The utility model is further arranged to: being provided between cover board and end mould and the second side mode and is reinforced to cover board
Reinforcement assembly；
Reinforcement assembly include setting limiting slot on the cover board and be arranged in end mould on the face of concrete side with
The gag lever post of limiting slot cooperation, the connection between gag lever post and end mould is rotation connection, and gag lever post is threaded rod, in gag lever post
On be connected with stop nut.
By using above-mentioned technical proposal, when cover plate lid is set, staff can by rotary spacing bar to limit
At the position of slot cooperation, stop nut is then turned, stop nut is allowed to abut with cover board, so that gag lever post is clamped by stop nut
In limiting slot, to allow limit reinforcement assembly that cover board to be connected on the mould of end, reinforced with this to be set to the lid of cover board, thus
So that the installation of cover board is more secured.Then when removing, staff is by adjusting loose stop nut, so that staff will limit
Clamping between position bar and cover board contacts, so that gag lever post to be turned to the position not contact with limiting slot, thus allow cover board and
It is separated between the mould of end.
The utility model is further arranged to: one group of reinforcement assembly is provided between end mould and cover board, in cover board and the
Multiple groups reinforcement assembly is provided between two side modes.
By using above-mentioned technical proposal, so that reinforcement assembly has better consolidation effect for cover board.
The utility model is further arranged to: cover board is set as being made of multiple scoreboards.
By using above-mentioned technical proposal, when lid is set, staff successively by multiple scoreboard lids be located at the second side mode and
The gap of third side mode, so that staff is more convenient in conveying cover plate, relative to longer cover board, multiple scoreboards are more
It is easily placed and transports, moreover it is possible to facilitate staff that cover plate lid is located in the second side mode and third side mode gap.
The utility model is further arranged to: being all provided at the position that each scoreboard is contacted with the second side mode and third side mode
It is equipped with positioning component.
By using above-mentioned technical proposal, make scoreboard convenient for capturing position.
The utility model is further arranged to: being all provided at the position that each scoreboard is contacted with the second side mode and third side mode
It is equipped with reinforcement assembly.
By using above-mentioned technical proposal, staff is facilitated to reinforce cover board.
The utility model is further arranged to: upper lapping plate and lower lapping plate are provided between adjacent scoreboard；
When adjacent scoreboard links together, upper lapping plate is overlapped on lower lapping plate, upper lapping plate and lower lapping plate
Shape is identical with structure.
By using above-mentioned technical proposal, the connection type between adjacent scoreboard is set as overlapping, so that adjacent scoreboard
Between connect more secured and close.
In conclusion the utility model has the following beneficial effects:
1, by setting cover board, the gap between the second side mode and third side mode is closed, under the barrier effect of cover board,
Staff can directly pour concrete between the second side mode and third side mode, only need when pouring to the second side mode
Concrete between third side mode carries out levelling work, does not need waiting the concrete between the second side mode and third side mode
Preliminary sizing can be poured directly, so that used time when staff's casting concrete is shorter, so that it is pre- to improve rain cover girder
The producing efficiency of product；
2, by setting positioning component, so that staff is more convenient to carry out covering to cover board to set；
3, by setting reinforcement assembly, so that cover board is more secured when lid is set.
Detailed description of the invention
Fig. 1 is the schematic diagram that prefabricated rain cover girder pours mold in the prior art；
Fig. 2 is the schematic diagram of rain cover girder prefabricated component in the prior art；
Fig. 3 is the schematic diagram that prefabricated rain cover girder pours mold in embodiment 1；
Fig. 4 is the schematic diagram of reinforcement assembly and positioning component in embodiment 1；
Fig. 5 is the schematic diagram that prefabricated rain cover girder pours mold in embodiment 2；
Fig. 6 is the schematic diagram of reinforcement assembly and positioning component in embodiment 2；
Fig. 7 is the schematic diagram that prefabricated rain cover girder pours mold in embodiment 3；
Fig. 8 is the schematic diagram of reinforcement assembly and positioning component in embodiment 3；
Appended drawing reference: 1, prefabricated rain cover girder pours mold；101, bed die；102, the first side mode；103, the second side mode；104,
Hold mould；1041, transverse mode；1042, mould is erected；105, third side mode；106, support rod；107, split bolt；108, cover board；1081,
Scoreboard；1082, upper lapping plate；1083, lower lapping plate；109, positioning component；1091, mounting post；1092, mounting ring；110, add
Gu component；1101, limiting slot；1102, gag lever post；1103, stop nut；2, rain cover girder prefabricated component.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment 1: a kind of prefabricated rain cover girder pours mold, as shown in Figure 3, Figure 4, including bed die 101, is arranged in bed die
The first side mode 102 and the second side mode 103 and the first side mode 102 of setting and 103 two sides of the second side mode and the first side mode on 101
102 and second side mode 103 pass through two end moulds 104 being vertically fixed together of bolt, between end mould 104 and bed die 101
It is bolted to connection together, wherein the first side mode 102 is identical with the length of the second side mode 103, and the first side mode 102
Width be greater than the second side mode 103.The whole L-shaped template of mould 104 is held, is divided into transverse mode 1041 and perpendicular mould 1042, erects mould 1042
Width is of same size with the first side mode 102, and the width of transverse mode 1041 is of same size with the second side mode 103.During installation, work
Make personnel first the first side mode 102 and the second side mode 103 are bolted to connection on bed die 101, and the first side mode 102
And second between side mode 103 to be arranged in parallel；Then two end moulds 104 are respectively fixedly connected in the first side mode by staff
102 and second side mode 103 both ends, during installation, end mould 104 1042 one end of perpendicular mould be fixedly connected with the first side mode 102, cross
One end of mould 1041 is fixedly connected with the second side mode 103, to complete the first side mode 102, the second side mode 103, end mould 104 and bottom
The arrangement of mould 101.
It further includes third side mode 105 that prefabricated rain cover girder, which pours mold 1, the length of third side mode 105 and the second side mode 103 and
The length of first side mode 102 is identical, and the width of third side mode 105 is set as being equal to the between the width of the second side mode 103
The width of one side mode 102.The both ends of third side mode 105 are bolted to connection on the mould 104 of end, and third side mode 105 exists
Be parallel to each other when arrangement with the first side mode 102 and the second side mode 103, third side mode 105 towards the face of the first side mode 102 be plane
And the side contacts with perpendicular mould 1042 far from the first side mode 102.And it is arranged between the second side mode 103 and third side mode 105
There is the support rod 106 being supported to third side mode 105, is provided between the second side mode 103 and the first side mode 102 by second
The split bolt 107 that side mode 103 and the first side mode 102 tense.
Prefabricated rain cover girder pours will place reinforced frame in casting concrete in mold 1.Therefore when in use, staff
First the first side mode 102, the second side mode 103, end mould 104 and bed die 101 are first arranged, reinforced frame is then placed on the first side
Between mould 102 and the second side mode 103, then third side mode 105 is arranged on the mould 104 of end, and is fixed, to complete pre-
Rain cover girder processed pours the arrangement (referring to Fig.1) of mold 1.It is postponed completing the cloth that prefabricated rain cover girder pours mold 1, staff will
Concreting pours in mold 1 to prefabricated rain cover girder, carries out the production of rain cover girder prefabricated component 2.In casting concrete, work
The first casting concrete between the second side mode 103 and third side mode 105 of personnel, then carries out the work of concrete leveling, at this time
Prefabricated rain cover girder pour the concrete poured in mold 1 with a thickness of be no more than the second side mode 103 width, in the coagulation poured
After soil sizing, staff's casting concrete between the first side mode 102 and third side mode 105 again is formed completely in concrete
Afterwards, prefabricated rain cover girder is poured mold 1 and removed by staff, produces rain cover girder prefabricated component 2(referring to Fig. 2).Wherein, it will pour
The process of concrete is divided into the progress of two steps, can effectively prevent from occurring concrete when primary concreting from 103 He of the second side mode
The case where flowing out between third side mode 105 facilitates the production of rain cover girder prefabricated component 2.
In the production of actual rain cover girder prefabricated component 2, when process of concreting, is divided into the progress of two steps, so that after
The pouring of the concrete of one step, which needs the concrete poured until previous step tentatively be formed later, just can be carried out, and prevent from pouring to reach
The concrete built is from the effect flowed out between the second side mode 103 and third side mode 105.But it is divided to two for the process of casting concrete
Step carries out, so that the need of work that pours of staff spends longer time, so that the efficiency that rain cover girder prefabricated component 2 makes is not
It is very high.
As shown in Figure 3, Figure 4, in order to improve the manufacture efficiency of rain cover girder prefabricated component 2, in the second side mode 103 and third side mode
It is provided between 105 by the closed cover board 108 in gap between the two, allows staff can be directly from casting concrete
It is poured between one side mode 102 and third side mode 105, so as to disposably complete pouring for concrete, Lai Tigao canopy
The producing efficiency of beam prefabricated part 2.
Specifically, as shown in Figure 3, Figure 4, the length of cover board 108 is greater than the second side mode 103 of the first side mode 102
Length, and width is greater than the distance between the second side mode 103 and third side mode 105, so that cover board 108 is placed on the second side mode
When between 103 and third side mode 105, the both ends of cover board 108 are overlapped on two end moulds 104, and cover board 108 is also overlapped on second
In side mode 103.When cover board 108 is overlapped in end mould 104 and the second side mode 103, the bottom surface of cover board 108 and the second side mode 103 and
Hold mould 104 upper surface fitting, allow casting concrete when concrete will not be between the second side mode 103 and third side mode 105
Gap outflow, and the bottom surface of cover board 108 is bonded with the upper surface of the second side mode 103 and end mould 104, and concrete is allowed to be not easy from lid
It is flowed out at plate 108 and the second side mode 103 and end 104 contact position of mould.In addition, when cover board 108 is installed, cover board 108 and third
It is adjacent between side mode 105 together, prevents concrete from flowing out between cover board 108 and third side mode 105.
By the way that cover board 108 is arranged, the gap between the second side mode 103 and third side mode 105 is closed, in cover board 108
Under barrier effect, staff can directly be poured concrete between the second side mode 103 and third side mode 105, poured
When only need to carry out levelling work to the concrete between the second side mode 103 and third side mode 105, do not need waiting the second side
Concrete between mould 103 and third side mode 105 is tentatively formed and can directly be poured, so that staff's casting concrete
When used time it is shorter, to improve the producing efficiency of rain cover girder prefabricated component 2.
As shown in Figure 3, Figure 4, in order to enable the lid of cover board 108 is being located at the first side mode 102 and third side mode by staff
When between 105, cover board 108 can directly be covered to the position progress for setting and not needing to spend the time in place to cover board 108
It adjusts, at least two groups positioning positioned to 108 installation site of cover board is provided between cover board 108 and third side mode 105
Component 109.
As shown in Figure 3, Figure 4, positioning component 109 include the mounting post 1091 that is arranged in third side mode 105 of protrusion and
The mounting ring 1092 being cooperatively connected on cover board 108 with mounting post 1091 is set, and during installation, mounting ring 1092 is set in installation
On column 1091.Wherein, mounting post 1091 be arranged in the lid of cover board 108 when setting third side mode 105 at the position of cover board 108, and
And the position that mounting ring 1092 is arranged on cover board 108 is corresponding with the position of mounting post 1091.Therefore it is located at by the lid of cover board 108
When on the gap between the second side mode 103 and third side mode 105, staff only needs mounting ring 1092 being directed at mounting post
1091, then mounting ring 1092 is set in mounting post 1091, so that it may so that the installation of cover board 108 is in place, from
Without staff in the position for spending time de-regulation cover board 108, to improve the production of rain cover girder prefabricated component 2 again
Efficiency.In addition, so that the more convenient installation of cover board 108 is in place, being not in by the way that multiple positioning components 109 are arranged
The case where single positioning component 109 can not position cover board 108.
As shown in Figure 3, Figure 4, in actual concreting process, the power that concrete can be impacted to cover board 108 1,
So that cover board 108 tilts, causes cover board 108 possibly can not stop to concrete, cause concrete from the second side mode
It is flowed out again between 103 and third side mode 105.Therefore in order to enable cover board 108 is more secured when lid is set, cover board 108 with
The reinforcement assembly 110 reinforced to cover board 108 is provided between end mould 104 and the second side mode 103.
As shown in Figure 3, Figure 4, by taking the reinforcement assembly 110 being connected to cover board 108 on the mould 104 of end as an example, reinforcement assembly 110
Including the limiting slot 1101 being arranged on cover board 108 and it is arranged on the face for holding mould 104 to deviate from concrete side and limiting slot
The gag lever post 1102 of 1101 cooperations, the connection between gag lever post 1102 and end mould 104 is rotation connection, and gag lever post 1102 is spiral shell
Rasp bar is connected with stop nut 1103 on gag lever post 1102.When the lid of cover board 108 is set, staff can be by turning
Dynamic gag lever post 1102 arrives at position cooperate with limiting slot 1101, then turns stop nut 1103, allow stop nut 1103 and
Cover board 108 abuts, so that gag lever post 1102 is connected in limiting slot 1101 by stop nut 1103, limits reinforcement assembly to allow
110 are connected to cover board 108 on the mould 104 of end, are reinforced with this to set to the lid of cover board 108, so that the peace of cover board 108
It fills more secured.Then when removing, staff is by adjusting loose stop nut 1103, so that staff is by gag lever post 1102
Clamping between cover board 108 contacts, so that gag lever post 1102 turned to the position not contacted with limiting slot 1101, to allow
It is separated between cover board 108 and end mould 104.
As shown in Figure 3, Figure 4, in order to enable reinforcement assembly 110 has better consolidation effect for cover board 108, in end mould
One group of reinforcement assembly 110 is provided between 104 and cover board 108, being provided with multiple groups between cover board 108 and the second side mode 103 adds
Gu component 110.
The specifically used method of the present embodiment is that when in use, staff is first by the first side mode 102, the second side mode
103, it holds mould 104 and bed die 101 first to arrange, then reinforced frame is placed between the first side mode 102 and the second side mode 103,
Then third side mode 105 is arranged on the mould 104 of end, and is fixed, to complete the arrangement that prefabricated rain cover girder pours mold 1
(referring to Fig.1).It is postponed completing the cloth that prefabricated rain cover girder pours mold 1, staff is by concreting to prefabricated rain cover girder
It pours in mold 1, carries out the production of rain cover girder prefabricated component 2.In casting concrete, staff first the second side mode 103 with
Then casting concrete between third side mode 105 carries out the work of concrete leveling, prefabricated rain cover girder pours in mold 1 at this time
The concrete poured with a thickness of the width for being no more than the second side mode 103, then the second side mode 103 and third side mode 105 it
Between gap be covered with cover board 108, by be arranged cover board 108, by the gap between the second side mode 103 and third side mode 105
Closing, under the barrier effect of cover board 108, staff can be directly by concrete from the second side mode 103 and third side mode 105
Between pour, only need to carry out levelling work to the concrete between the second side mode 103 and third side mode 105 when pouring, no
It needs that the concrete between the second side mode 103 and third side mode 105 is being waited tentatively to be formed and can directly be poured, so that work
Used time when making personnel's casting concrete is shorter, to improve the producing efficiency of rain cover girder prefabricated component 2.It is formed completely in concrete
Afterwards, prefabricated rain cover girder is poured mold 1 and removed by staff, produces rain cover girder prefabricated component 2(referring to Fig. 2).Wherein, it will pour
The process of concrete is divided into the progress of two steps, can effectively prevent from occurring concrete when primary concreting from 103 He of the second side mode
The case where flowing out between third side mode 105 facilitates the production of rain cover girder prefabricated component 2.
Embodiment 2: a kind of prefabricated rain cover girder pours mold, the present embodiment the difference from embodiment 1 is that, such as Fig. 5, Fig. 6
It is shown, the lid of cover board 108 is located on 105 gap of the second side mode 103 and third side mode in order to facilitate staff, by cover board 108
It is set as being made of multiple scoreboards 1081.Therefore when lid is set, multiple scoreboards 1081 lid is successively located at the second side by staff
The gap of mould 103 and third side mode 105, so that staff is more convenient in conveying cover plate 108, relative to longer lid
Plate 108, multiple scoreboards 1081 are easier to place and transport.
It is more convenient when being located on the gap of the second side mode 103 and third side mode 105 in order to facilitate the lid of scoreboard 1081 to find position accurately
Set, be provided at the position that each scoreboard 1081 is contacted with the second side mode 103 and third side mode 105 positioning component 109 and
Reinforcement assembly 110 had both made scoreboard 1081 convenient for capturing position, staff is also facilitated to reinforce cover board 108.
Embodiment 3: a kind of prefabricated rain cover girder pours mold, the present embodiment the difference from example 2 is that, such as Fig. 7, Fig. 8
It is shown, in order to enable what is connected between adjacent scoreboard 1081 is more secured and close, by the connection side between adjacent scoreboard 1081
Formula is set as overlapping, and in order to keep concordant between adjacent scoreboard 1081, is provided with upper overlap joint between adjacent scoreboard 1081
Plate 1082 and lower lapping plate 1083.When adjacent scoreboard 1081 links together, upper lapping plate 1082 is overlapped on lower lapping plate
On 1083.Wherein, upper lapping plate 1082 is identical as the shape of lower lapping plate 1083 and structure.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (10)
1. a kind of prefabricated rain cover girder pours mold, including bed die (101), the first side mode (102) being arranged on bed die (101) and
Second side mode (103) and setting the first side mode (102) and the second side mode (103) two sides and the first side mode (102) and the second side
Two end moulds (104) that mould (103) is vertically fixed together；
End mould (104) is fixed together with bed die (101)；The length phase of first side mode (102) and the second side mode (103)
Together, and the width of the first side mode (102) is greater than the second side mode (103)；Mould (104) whole L-shaped template is held, transverse mode is divided into
(1041) width and of same size, the width of transverse mode (1041) of the first side mode (102) of mould (1042) are erected in (1042) He Shumo
It is of same size with the second side mode (103)；
It further includes third side mode (105), the length and the second side mode of third side mode (105) that prefabricated rain cover girder, which pours mold (1),
(103) identical with the length of the first side mode (102), and the width of third side mode (105) is set as the width with the second side mode (103)
It is equal to the width of the first side mode (102) between degree；The both ends of third side mode (105) are fixedly connected on end mould (104), and third
Side mode (105) is parallel to each other in arrangement with the first side mode (102) and the second side mode (103), third side mode (105) direction first
The face of side mode (102) is plane and the side contacts with perpendicular mould (1042) far from the first side mode (102)；
It is characterized by: being provided between the second side mode (103) and third side mode (105) by the closed lid in gap between the two
Plate (108).
2. prefabricated rain cover girder according to claim 1 pours mold, it is characterised in that: the length of cover board (108) is greater than the
The length of the second side mode (103) of one side mode (102), and width is greater than between the second side mode (103) and third side mode (105)
Distance.
3. prefabricated rain cover girder according to claim 2 pours mold, it is characterised in that: in cover board (108) and third side mode
(105) positioning component (109) positioned to cover board (108) installation site is provided between；
Positioning component (109) includes the mounting post (1091) that protrusion is arranged on third side mode (105) and is arranged in cover board
(108) mounting ring (1092) being cooperatively connected on mounting post (1091), during installation, mounting ring (1092) is set in mounting post
(1091) on；
Mounting post (1091) is arranged when cover board (108) lid is set at position of the third side mode (105) close to cover board (108), and
The position that mounting ring (1092) is arranged on cover board (108) is corresponding with the position of mounting post (1091).
4. prefabricated rain cover girder according to claim 3 pours mold, it is characterised in that: in cover board (108) and third side mode
(105) at least two groups positioning component (109) are provided between.
5. prefabricated rain cover girder according to claim 4 pours mold, it is characterised in that: in cover board (108) and end mould (104)
And second be provided with the reinforcement assembly (110) reinforced to cover board (108) between side mode (103)；
Reinforcement assembly (110) includes the limiting slot (1101) being arranged on cover board (108) and is arranged at end mould (104) away from mixed
Gag lever post (1102) on the face of solidifying soil side with limiting slot (1101) cooperation, between gag lever post (1102) and end mould (104)
It is connected as being rotatablely connected, and gag lever post (1102) is threaded rod, is connected with stop nut on gag lever post (1102)
(1103).
6. prefabricated rain cover girder according to claim 5 pours mold, it is characterised in that: in end mould (104) and cover board (108)
Between be provided with one group of reinforcement assembly (110), be provided with multiple groups reinforcement assembly between cover board (108) and the second side mode (103)
(110).
7. prefabricated rain cover girder according to claim 6 pours mold, it is characterised in that: cover board (108) is set as by multiple
Scoreboard (1081) composition.
8. prefabricated rain cover girder according to claim 7 pours mold, it is characterised in that: in each scoreboard (1081) and second
Positioning component (109) are provided at the position of side mode (103) and third side mode (105) contact.
9. prefabricated rain cover girder according to claim 8 pours mold, it is characterised in that: in each scoreboard (1081) and second
Reinforcement assembly (110) are provided at the position of side mode (103) and third side mode (105) contact.
10. prefabricated rain cover girder according to claim 9 pours mold, it is characterised in that: between adjacent scoreboard (1081)
It is provided with lapping plate (1082) and lower lapping plate (1083)；
When adjacent scoreboard (1081) links together, upper lapping plate (1082) is overlapped on lower lapping plate (1083), upper overlap joint
Plate (1082) is identical as the shape of lower lapping plate (1083) and structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821177950.1U CN209190967U (en) | 2018-07-24 | 2018-07-24 | Prefabricated rain cover girder pours mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821177950.1U CN209190967U (en) | 2018-07-24 | 2018-07-24 | Prefabricated rain cover girder pours mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209190967U true CN209190967U (en) | 2019-08-02 |
Family
ID=67403354
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821177950.1U Active CN209190967U (en) | 2018-07-24 | 2018-07-24 | Prefabricated rain cover girder pours mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209190967U (en) |
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2018
- 2018-07-24 CN CN201821177950.1U patent/CN209190967U/en active Active
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