CN208992874U - A kind of precast concrete plate Vertical Combination pours mold - Google Patents
A kind of precast concrete plate Vertical Combination pours mold Download PDFInfo
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- CN208992874U CN208992874U CN201821077450.0U CN201821077450U CN208992874U CN 208992874 U CN208992874 U CN 208992874U CN 201821077450 U CN201821077450 U CN 201821077450U CN 208992874 U CN208992874 U CN 208992874U
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Abstract
The utility model discloses a kind of precast concrete plate Vertical Combinations to pour mold, it is suitable for the concrete plate-type component that prefabricated all kinds of architectural engineerings of manufacture use, including external wall insulation, the prefabricated of integrated board is filled in double optic panels and load-bearing, it includes vertical template and the blocky model adjustment part being arranged between vertical template, the blocky model adjustment part includes the joist and vertical gear of width and plate-type component consistency of thickness, the two can adjust the height and width of plate-type component, the vertical template of two sides is fixed by split bolt, can in the model space that the vertical template of blocky model adjustment part and two sides surrounds the plate-type component of one or more prefabricated different size simultaneously, the utility model design science is novel, high production efficiency, occupied area is small, branch is torn open conveniently, no material consumption, convenient for the component installation and concreting of component inside, And energy self-vibration autotrophy, self-contained smooth surface, high-quality and efficient manufacturing method is provided for Prefabricated slab type component, there is necessity of popularization.
Description
Technical field
The utility model relates to the plate production field of architectural engineering, specifically a kind of precast concrete plate is vertical
Pour composable mold.
Background technique
Assembled architecture is with short construction period, it is desirable that manufacture production capacity is high-quality quick and guarantees to assemble smooth, safety in place
The characteristics of, therefore, the manufacture precision of prefabricated components is required extra-high.However, classic flat-plate method for prefabricating is difficult to meet production capacity
With the requirement of manufacture precision.The wall of prefabricated plates is high, wall is wide and wall thickness has design difference, generally utilizes classic flat-plate now
Die station prefabricated components, need on platform position formwork could Prefabrication concrete component, exist take up a large area, technique stream
High shortcoming that journey is complicated, molding is many kinds of, circulation material waste is serious, production efficiency is low, maintenance is consumed energy.Need to be created
The mold of new higher quality replaces traditional Prefabrication mode, makes a precast concrete assembled architecture upper new high degree again.
Utility model content
The utility model technical issues that need to address are to provide that a kind of precast concrete plate is vertical to pour composable mold,
The plate-type component of different size can be produced simultaneously, and each component part of mold can be repeatedly utilized so that without consumptive material, self-contained light
Face, occupied area be small, high production efficiency.
In order to solve the above technical problems, the technical scheme adopted by the utility model is:
The utility model includes several vertical templates in the same plane and arranged in parallel, adjacent vertical template
Between plate face within the scope of be equipped with the blocky model adjustment part of adjustable plate-type component size, be located at blocky model adjustment part two sides
Vertical template between fixed by split bolt;The blocky model adjustment part includes width and plate-type component consistency of thickness
Joist and vertical gear, the vertical gear are fixed on joist, and the lower section of the joist is equipped with the adjustment of adjustment joist height and position
Mandril, the plate-type component are prefabricated in joist, in the model space that the vertical template of vertical gear and two sides surrounds.
The utility model further improvement lies in that: the vertical gear include two pieces while vertical gear and positioned at while stand isolation between shelves
Vertical gear, the top of the joist are equipped with time joist, and the secondary joist is that segmented is arranged, side stand shelves be isolated stand between shelves and
It is equipped with time joist between the adjacent vertical shelves of isolation, is equipped with the secondary adjustment for adjusting secondary joist height between every section joist and joist
Mandril.
Further improvement of the utility model is: the vertical template includes steel skeleton and is fixed at steel skeleton two
The panel of side, the steel skeleton include upper ledge, lower frame and the frame being arranged between upper ledge, lower frame, on the upper ledge and frame
Equipped with to lifting lug is drawn, opening up drawknot hole on described pair of drawings lifting lug, the split bolt by be arranged on vertical template to drawing
Lifting lug fixes adjacent vertical template.
Further improvement of the utility model is: upright bar and the cross with steel skeleton equivalent width are equipped in the steel skeleton
Bar, the upright bar are evenly arranged between upper ledge and lower frame, and the both ends of upright bar are fixedly connected with upper ledge, lower frame, and the cross bar is equal
Cloth is between upper ledge and lower frame, and cross bar is fixedly connected with frame, upright bar.
Further improvement of the utility model is: the steel skeleton be equipped with steam-cured pipe, the import of the steam-cured pipe with
The outlet of steam generation facility, the outlet of steam-cured pipe and the inlet communication of water tank, the outlet of water tank and steam generation facility
Inlet communication.
Further improvement of the utility model is: the steam-cured pipe is uniformly arranged on inside vertical template and passes through upright bar
And frame, it is located at the adjacent steam-cured pipe portion in the same side and is connected to by connecting tube.
The utility model is furthermore that: the through-hole across steam-cured pipe is offered in the upright bar, frame.
Further improvement of the utility model is: the bottom of the lower frame is equipped with top tight pieces.
Further improvement of the utility model is: the panel is smooth plane.
By adopting the above-described technical solution, the beneficial effect that the utility model obtains is:
The utility model is structurally reasonable, and design science is novel, and originality is high.Compared with classic flat-plate die station, occupied area
Small, concentration constructs scientific and reasonable, simple and practical, production and is not necessarily to consumptive material, is conducive to factory scale production, is convenient for conserving, energy conservation subtracts
Row, quality height are easily installed, high production efficiency.
It is collectively formed and plate-type component outer dimension one between the adjacent vertical template existed side by side with blocky model adjustment part
The model space of cause is plate-type component after casting concrete into the model space, by adjusting support depth of beam and founds gear
Between left and right away from complete plate-type component specification requirement, can simultaneously prefabricated one piece or one piece or more different size plate-type component.It should
Mold branch is torn open conveniently, and no material consumption covers the installation of frame convenient for insulating layer of external wall, reinforcing bar and built-in fitting and precast concrete hole and mixes
Solidifying soil pours, the integrated concentration of muti-piece Side by side groupings pours, whole muti-piece plate all realizes automatic jolt ramming, while prefabricated
Plate-type component is indeformable and inherent quality and appearance reach Specification Design requirement.It is the method for vertical formed by integrally casting manufacture, obvious
Better than the prefabricated mode of tradition.
The setting of steam-cured pipe heats to concrete, greatly shortens the setting time of concrete, and high-quality and efficient.In synthesis
It states, which is that the production of the board-like component of precast concrete opens new approaches, is opened up for the sound development of the industry
New method has the necessity widelyd popularize.
Detailed description of the invention
Fig. 1 is the combination station schematic cross-sectional view of the utility model;
Fig. 2 is the schematic view of the front view of the utility model template Yu blocky model adjustment part;
Fig. 3 is the schematic view of the front view of the utility model template;
Fig. 4 is the schematic diagram of internal structure of the utility model template.
Wherein, 1, vertical template;1-1, to draw lifting lug;1-2, panel;1-3, drawknot hole;1-4, steam-cured pipe;1-5, connection
Pipe;1-6, upper ledge;1-7, frame;1-8, lower frame;1-9, cross bar;1-10, upright bar;11, split bolt;12, top tight pieces;13,
Joist;13-1, secondary joist;14, mandril is adjusted;14-1, secondary adjustment mandril;15, Bian Lidang;16, vertical shelves are isolated;17, board-like structure
Part;18, the model space.
Specific embodiment
The utility model is described in further details below with reference to embodiment:
A kind of precast concrete plate Vertical Combination pours mold, and structure is as depicted in figs. 1 and 2 comprising vertical template 1
And the blocky model adjustment part between vertical template 1 within the scope of plate face is set, the blocky model adjustment part is fixed at
It adjusts on mandril 14.The blocky model adjustment part can be adjusted according to the outer dimension of plate-type component 17, as long as board-like structure
The size of part 17 is not more than the plate face of vertical template 1, can prefabricated one piece or one piece or more of plate-type component 17 simultaneously.
Vertical template 1 of the blocky model adjustment part by two sides clamps, and the vertical template 1 of two sides passes through split bolt 11
Fixed closure, vertical template 1 be equipped with to drawing lifting lug 1-1, by split bolt 11 on two sides vertical template 1 to drawing lifting lug
Blocky model adjustment part is clamped between the vertical template 1 of two sides by 1-1 fixation, in blocky model adjustment part and two side-stand type moulds
Casting concrete forms plate-type component 17 in the model space 18 that plate 1 is formed.
As shown in figure 3, the vertical template 1 includes steel skeleton and the panel 1-2 for being fixed at steel skeleton two sides, it is described
Panel 1-2 is equipped with smooth surface to make the smooth plate-type component 17 in surface.Panel 1-2 can be the gold such as steel plate, galvanized sheet
The plate for belonging to plate or other materials is made.The steel skeleton includes upper ledge 1-6, lower frame 1-8 and is arranged in upper ledge 1-6, lower frame
Frame 1-7, the upper ledge 1-6 and frame 1-7 between 1-8 are equipped with to lifting lug 1-1 is drawn, and are opened up on described couple of drawing lifting lug 1-1
Drawknot hole 1-3, split bolt 11 is fixed by adjacent vertical template 1 by the drawknot hole 1-3, and the bottom of lower frame 1-8 is equipped with
Top tight pieces 12 hold out against lower frame 1-8 by top tight pieces 12, realize the tight closure between vertical template 1 and vertical template 1.
As shown in Fig. 2, the blocky model adjustment part includes the joist 13 of width and 17 consistency of thickness of plate-type component and stands
Gear, the vertical gear include the vertical gear 15 in side and the vertical gear 16 of isolation, and the vertical gear 15 in the side and the vertical gear 16 of isolation are fixed at joist 13
On, the joist 13 is fixed on the adjustable adjustment mandril 14 of height, adjusts joist 13 by adjusting mandril 14
Height meets the height dimension requirement of plate-type component 17.The plate-type component 17 is enclosed in blocky model adjustment part and vertical template 1
At the model space 18 in it is pre-formed.
When wanting prefabricated plate-type component 17 consistent with the maximum length volume size of vertical template 1, according to plate-type component
17 thickness selects the joist 13 and Bian Li shelves 15 of corresponding width dimensions, and the height of joist 13 is adjusted by adjusting mandril 14,
Then shelves 15 are found in the both ends fixed edge of joist 13, founds the model space that shelves 15, joist 13 and two sides vertical template 1 surround on side
Casting concrete can be prepared by wanting prefabricated plate-type component 17 in 18;When wanting the size of prefabricated plate-type component 17 to be shorter than vertical mould
When the width dimensions of plate 1, joist 13 and vertical shelves are chosen as required, and the height of joist 13 is adjusted by adjustment mandril 14, is being held in the palm later
One end fixed edge of beam 13 founds shelves 15, and fixes one or more in 17 respective width position of plate-type component and vertical shelves 16 are isolated,
Joist 13, side found shelves 15, isolation is found casting concrete in the model space 18 that shelves 16 are surrounded with two sides vertical template 1 and be can be prepared by
Want prefabricated plate-type component 17.
Above structure setting can simultaneously prefabricated one piece or one piece or more same thickness, mutually level plate-type component 17,
While the plate-type component 6 of prefabricated different height, same thickness, it needs to add secondary joist 13-1 in the top of joist 13, it is described secondary
Joist 13-1 subsection setup, side are stood between shelves 15 and the vertical shelves 16 of isolation and are equipped between the vertical shelves 16 of adjacent isolation corresponding board-like
The secondary joist 13-1 of 17 length of component is equipped with time for adjusting time joist 13-1 height between every section joist 13-1 and joist 13
Mandril 14-1 is adjusted, in the model space 18 that shelves 15 are found on secondary joist 13-1, side, the vertical shelves 16 of isolation are surrounded with two sides vertical template 1
Interior casting concrete can be prepared by wanting prefabricated plate-type component 17.It in this way can be simultaneously within the scope of the same plate face of vertical template 1
The plate-type component 17 of prefabricated two pieces and two pieces or more same thickness, different height.
To the plate-type component 17 of prefabricated different-thickness, the plate of different in width can be respectively set between each vertical template 1
Block models adjustment part is able to satisfy within the scope of the different plate faces of vertical template 1 while raw with the model space 18 of obtained different in width
The plate-type component 17 for producing different-thickness, in this way, same thickness, difference can be produced simultaneously within the scope of the same plate face of vertical template 1
The muti-piece plate-type component 17 of height can produce different-thickness within the scope of the different plate faces of vertical template 1 simultaneously, different height
Plate-type component 17.As long as can be expired according to the width dimensions for wanting the thickness of prefabricated plate-type component 17 to adjust blocky model adjustment part
Foot requires, so the combination pours mold and can produce the plate-type component 17 of any specification within the scope of 1 plate face of vertical template simultaneously.With
The production of Conventional plate-type component 17 is compared, and not only production efficiency significantly improves, and also eliminates a large amount of provisional branch demoulding tool system
Make, is worth advocating energetically.
As it can be seen that not needing to use as using plate die station various types of in 17 manufacturing process of plate-type component
Matched template and accessory, adjust plate-type component 17 height will on the basis of the upper plane of upper ledge 4-7, in the height of vertical template 4
It spends and adjusts joist 13 in range.The height for reaching the requirement of plate-type component 17 by adjusting the height of joist 13, in vertical template 1
In width range of capacity, according to wanting the width of Prefabricated slab type component 17 to set the block number of plate-type component 17, according to plate-type component 17
Block number determine the radical that vertical shelves 16 are isolated, the vertical gear 16 of setting isolation and the vertical gear 15 in side, vertical gear 16 is isolated be isolated to stand and keeps off 16
Spacing meets the width requirement of one or more Prefabricated slab type component 17.Vertical template 1 is arranged on vibration device, vibration device
The vibration wave of generation passes to vertical template 1 and passes to concrete between vertical template 1 again, and the compactness for meeting concrete is wanted
It asks, it is ensured that the quality requirement of Prefabricated slab type component 17.
Steel skeleton is equipped in the vertical template 1, as shown in figure 4, being equipped in the steel skeleton circumferential side frame and steel skeleton
The smooth frame 1-6 for being fixed on steel skeleton of the upright bar 1-10 and cross bar 1-9 of equivalent width, panel 1-2, lower frame 1-8, upright bar 1-10 and
Two-sided flat and smooth vertical template 1 has been made in the two sides of cross bar 1-9, and the upright bar 1-10 is evenly arranged on upper ledge 1-6 and lower frame 1-
Between 8, and the both ends of upright bar 1-10 are fixedly connected with upper ledge 1-6, lower frame 1-8, the cross bar 1-9 be evenly arranged on upper ledge 1-6 and
Between lower frame 1-8, and cross bar 1-9 is fixedly connected with frame 1-7, upright bar 1-10.
As shown in figure 4, the inside of vertical template 1 is arranged in the steam-cured pipe 1-4, heat passes through the reinforcing bar of vertical template 1
Frame, panel 1-2 and air constitute heat dissipation carrier, vertical template 1 has had both the function of radiator and transferred heat to coagulation
Soil.The import of the steam-cured pipe 1-4 and the outlet of steam generation facility, the outlet of the steam-cured pipe 1-4 and water tank into
Mouth connection, the outlet of the water tank and the inlet communication of steam generation facility, the steam-cured pipe 1-4 are the heating of plate-type component 17
Curing means, the steam-cured pipe 1-4 be arranged in guarantee plate-type component 17 quality under the premise of, accelerate concrete solidification speed
Degree, shortens the setting time of concrete, the production efficiency of plate-type component 17 significantly improves.
The steam-cured pipe 1-4 is uniformly arranged on the steel skeleton inside vertical template 1 and passes through upright bar 1-10 and frame 1-
The channel passed through for steam-cured pipe 1-4 can be opened up on 7, the upright bar 1-10 and frame 1-7, can also the upright bar 1-10,
Open up through-hole on frame 1-7, the through-hole is passed through for steam-cured pipe 1-4, the both ends of the steam-cured pipe 1-4 by connecting tube 1-5 according to
Secondary connection.In this way, the steam that steam generation facility generates enters the general import of curing means through its outlet, then sequentially enter uniformly
It is mixed for what is poured in blocky model adjustment part that steam in the steam-cured pipe 1-4 being distributed in steel skeleton, steam-cured pipe 1-4 releases heat
Coagulate the heating maintenance of soil.
In process of production, first be fixedly mounted vertical template 1, according to want the size of Prefabricated slab type component 17 in vertical template
The fixed blocky model adjustment part with 17 consistency of thickness of plate-type component in 1 ash face, first passes through adjustment mandril 14 to adjust joist
13 height is simultaneously fixed by joist 13, later, is fixedly connected with the vertical gear 15 in side with joist 13 in the edge of vertical template 1, root
According to the width dimensions of plate-type component 17 in the vertical gear 15 of the fixed vertical gear 16 of isolation in the corresponding position of joist 13 or another side, according to pre-
After the size of plate-type component 17 processed fixes the adjustment of blocky model adjustment part, in the region that blocky model adjustment part surrounds
It successively installs: vertical by another piece after precast concrete sash, insulating layer of external wall, reinforcing bar, embedded part, the processes such as lay the line
Template 1 abuts against the other side of the blocky model adjustment part fixed, and with split bolt 11 by draw lifting lug 1-1 fix and
Top tight pieces 1-12 is held out against, and adjacent vertical template 1 is fixed, and so on form a complete vertical die assembly,
On assembly plane form with identical plate-type component prefabricated components cross-sectional dimensions, quantity trellis concreting mouth,
It is made as shown in Figure 1, the vibration wave that the vibration device of 1 lower section of vertical template generates is passed by vertical template 1 while pouring
To concrete by its vibratory compaction, concreting is completed, after the time of resting arrives, and is opened steam curing device, is passed through steam-cured pipe 1-4
The heat of interior vapor evolution passes to concrete heating, concrete component setting time under the action of high temperature by template agents
The manufacturing speed and Solidification Quality for greatly shortening, effectively shortening the turnaround time of equipment, improve component.Steam-cured pipe 1-4's
The setting time for accelerating concrete is set, the production efficiency of plate-type component 17 is improved.
Plate-type component 17 by original plane distributing die station it is prefabricated to be changed to existing Vertical Combination prefabricated, the production method by
Plane die station land occupation originally is changed to the land occupation of component upright section, and not only production takes up little area, and high production efficiency and significantly subtracts
Equipment investment is lacked, has been capable of the quality of general warranty plate-type component 17, economic value and social benefit with higher meet society
The trend that can develop.
Finally it should be noted that: above-described embodiment is the utility model and the citing done to clearly illustrate, right absolutely not
The restriction of embodiment.For those of ordinary skill in the art, other can also be made on the basis of the above description
Various forms of variations or variation can not carry out exhaustion to all embodiments herein, and extended from this aobvious and easy
The variation or variation seen are still fallen among the protection scope of the utility model.
Claims (9)
1. a kind of precast concrete plate Vertical Combination pours mold, it is characterised in that: including in the same plane and mutual
Several vertical templates (1) disposed in parallel are equipped with adjustable plate-type component within the scope of plate face between adjacent vertical template (1)
(17) the blocky model adjustment part of size passes through split bolt between the vertical template (1) of blocky model adjustment part two sides
(11) fixed;
The blocky model adjustment part includes the joist (13) and vertical gear of width and plate-type component (17) consistency of thickness, the vertical gear
It is fixed on joist (13), the lower section of the joist (13) is equipped with the adjustment mandril of adjustment joist (13) height and position
(14), the prefabricated model space (18) surrounded in the vertical template (1) of joist (13), vertical gear and two sides of the plate-type component (17)
It is interior.
2. a kind of precast concrete plate Vertical Combination according to claim 1 pours mold, it is characterised in that: described vertical
Gear includes that shelves (16) are stood in two pieces of isolation stood between shelves (15) when standing shelves (15) and being located at, and the top of the joist (13) is equipped with
Secondary joist (13-1), the secondary joist (13-1) be segmented setting, side stand shelves (15) be isolated stand shelves (16) between and phase
Neighbour, which is isolated between vertical shelves (16), is equipped with time joist (13-1), is equipped with adjustment between every section joist (13-1) and joist (13)
The secondary adjustment mandril (14-1) of secondary joist (13-1) height.
3. a kind of precast concrete plate Vertical Combination according to claim 1 pours mold, it is characterised in that: described vertical
Formula template (1) includes steel skeleton and the panel (1-2) for being fixed at steel skeleton two sides, the steel skeleton include upper ledge (1-6),
Lower frame (1-8) and the frame (1-7) being arranged between upper ledge (1-6), lower frame (1-8), the upper ledge (1-6) and frame (1-7)
It is equipped with to lifting lug (1-1) is drawn, is opened up drawknot hole (1-3) on described pair of drawing lifting lug (1-1), the split bolt (11) is by setting
It sets to lifting lug (1-1) is drawn that adjacent vertical template (1) is fixed on vertical template (1).
4. a kind of precast concrete plate Vertical Combination according to claim 3 pours mold, it is characterised in that: the steel
It is equipped with upright bar (1-10) and cross bar (1-9), the upright bar (1-10) with steel skeleton equivalent width in skeleton and is evenly arranged on upper ledge (1-
6) between lower frame (1-8), and the both ends of upright bar (1-10) are fixedly connected with upper ledge (1-6), lower frame (1-8), the cross bar
(1-9) is evenly arranged between upper ledge (1-6) and lower frame (1-8), and cross bar (1-9) is fixed with frame (1-7), upright bar (1-10) and connected
It connects.
5. a kind of precast concrete plate Vertical Combination according to claim 3 pours mold, it is characterised in that: the steel
Skeleton is equipped with steam-cured pipe (1-4), the import of the steam-cured pipe (1-4) and the outlet of steam generation facility, steam-cured pipe (1-
4) inlet communication of outlet and water tank, the outlet of water tank and the inlet communication of steam generation facility.
6. a kind of precast concrete plate Vertical Combination according to claim 5 pours mold, it is characterised in that: the steaming
It supports pipe (1-4) to be uniformly arranged on vertical template (1) inside and pass through upright bar (1-10) and frame (1-7), it is adjacent to be located at the same side
The end of steam-cured pipe (1-4) is connected to by connecting tube (1-5).
7. a kind of precast concrete plate Vertical Combination according to claim 6 pours mold, it is characterised in that: described vertical
The through-hole across steam-cured pipe (1-4) is offered on bar (1-10), frame (1-7).
8. pouring mold according to a kind of described in any item precast concrete plate Vertical Combinations of claim 3-7, feature exists
In: the bottom of the lower frame (1-8) is equipped with top tight pieces (12).
9. a kind of precast concrete plate Vertical Combination according to claim 3 pours mold, it is characterised in that: the face
Plate (1-2) is smooth plane.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821077450.0U CN208992874U (en) | 2018-07-09 | 2018-07-09 | A kind of precast concrete plate Vertical Combination pours mold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821077450.0U CN208992874U (en) | 2018-07-09 | 2018-07-09 | A kind of precast concrete plate Vertical Combination pours mold |
Publications (1)
Publication Number | Publication Date |
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CN208992874U true CN208992874U (en) | 2019-06-18 |
Family
ID=66796223
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201821077450.0U Active CN208992874U (en) | 2018-07-09 | 2018-07-09 | A kind of precast concrete plate Vertical Combination pours mold |
Country Status (1)
Country | Link |
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CN (1) | CN208992874U (en) |
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2018
- 2018-07-09 CN CN201821077450.0U patent/CN208992874U/en active Active
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Effective date of registration: 20200201 Address after: 057250 Hebei, Handan, Quzhou County, new modern industrial park, southern section of Shuguang Road South Patentee after: Quzhou County and new building materials Co. Ltd. Address before: 057250 South District of Quzhou Economic Development Zone, Handan City, Hebei Province (in the courtyard of Quzhou County and Sheng New Building Materials Co., Ltd.) Patentee before: Quzhou Hesheng New Building Installation Co., Ltd. |
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