CN106965298A - Precast concrete mould - Google Patents
Precast concrete mould Download PDFInfo
- Publication number
- CN106965298A CN106965298A CN201710318917.XA CN201710318917A CN106965298A CN 106965298 A CN106965298 A CN 106965298A CN 201710318917 A CN201710318917 A CN 201710318917A CN 106965298 A CN106965298 A CN 106965298A
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- CN
- China
- Prior art keywords
- mould
- side mould
- concrete
- bed die
- precast concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 239000011178 precast concrete Substances 0.000 title claims abstract description 52
- 239000004567 concrete Substances 0.000 claims abstract description 69
- 239000004744 fabric Substances 0.000 claims abstract description 15
- 238000007711 solidification Methods 0.000 claims abstract description 11
- 230000008023 solidification Effects 0.000 claims abstract description 11
- 230000007246 mechanism Effects 0.000 claims description 44
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 238000005452 bending Methods 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 description 7
- 238000009434 installation Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 4
- 239000004927 clay Substances 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
- B28B7/0055—Mould pallets; Mould panels
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The present invention relates to concreting technical field, more particularly to a kind of precast concrete mould.The precast concrete mould includes bed die and the side mould being removably disposed on bed die, and the mould has SBR, three kinds of working conditions of cloth state and form removal state；In form removal state, the concrete prefabricated element of solidification is separated and transported with bed die, multiple spilling through holes are additionally provided with the mould of side, so that concrete can overflow from through hole is overflowed, and solidification forms raised outside the mould of side.Overflowing the setting of through hole can be flowed out Bian Monei concrete and form projection, and concrete component is formed with side mould and integrally used, is not required to pull down side mould from component, eliminates the job step of installing/dismounting side mould, reduce workload.Meanwhile, the roughness when projection outside mould is added outside mould so that the face with projection is undisguised face, eliminates job step and the fund input in the undisguised face of processing and fabricating, reduces cost.
Description
Technical field
The present invention relates to concreting technical field, more particularly to a kind of precast concrete mould.
Background technology
Precast concrete mould is the prefabricated mould for casting concrete.The mould includes bed die and side annular in shape
Mould.Side mould is removably disposed on bed die, and Bian Mo is tabular, its concrete manufactured with the cavity geometry that bed die is surrounded
Component is plate-type component.It is provided with the mould of side and goes out muscle through hole for plug reinforcing bar.The mould has SBR, cloth state
With three kinds of working conditions of form removal state.SBR, i.e., be placed in bottom by bed die, and side mould is placed on bed die, forms closed loop；Cloth
State, i.e., pour into concrete and enrich the closed loop of side mould formation；Form removal state, by the concrete prefabricated element and bed die of solidification
Separate and transport.In cloth state, by material distributing machine by concrete conveyance into mould, treat concrete compaction, solidification after, will
Mould is removed, and component finally is transported into construction site.
Due to component pour to be formed after need to pull down from mould component by beaing the methods such as mould, therefore, install
Dismantle mold work amount big.Because component needs to be connected with other components in building-site, scene needs to carry out interface section
Pour, therefore, component surrounding needs reinforcing bar and is pre-placed, and exposes outside concrete component.Torn open by component from mould
After removing, because the outer wall of component is more smooth, accordingly, it would be desirable to the face being connected between component be made by modes such as washings coarse
Undisguised face, it is otherwise, the intensity for causing cast in situs part is not enough.
From the foregoing, it will be observed that precast concrete mould of the prior art workload in installing/dismounting is big, while dew need to be made
Bone face, cost is higher.
The content of the invention
It is an object of the invention to provide a kind of precast concrete mould, to solve concrete clay model of the prior art
Tool workload in installing/dismounting is big, while undisguised face need to be made, the higher technical problem of cost.
The precast concrete mould that the present invention is provided, the precast concrete mould includes bed die and is removably disposed in
Side mould on the bed die, the mould has SBR, three kinds of working conditions of cloth state and form removal state；In SBR
When, the bed die is placed in bottom, the side mould is placed on the bed die, forms closed loop；In cloth state, concrete is fallen
Enter and enrich the closed loop of the side mould formation；In form removal state, the concrete prefabricated element of solidification is separated with the bed die
And transport, multiple spilling through holes are additionally provided with the side mould, so that concrete can overflow from the spilling through hole, and
Solidification forms raised outside the side mould so that the side mould forms as one with concrete component；In form removal state, the side
Mould is not separated with the concrete component.
Further, the stop part for limiting concrete spill-out is provided with the side mould.
Further, one end of the stop part is fixedly connected with the side mould, and the other end is curved towards the spilling through hole
Song, with relative with least a portion of the spilling through hole.
Further, the stop part is located at outside the side mould, and the one end being connected with the side mould is located at described overflow
The lower section of through hole.
Further, the precast concrete mould also includes the first supporting mechanism, and first supporting mechanism includes the
One support member；First support member is detachably connected with the side mould and the bed die respectively, to support the side mould.
Further, the first support member of first supporting mechanism including connection triangular in shape, the second support member and the
Three support members, second support member and the side mould are detachably connected, and the 3rd support member and the bed die are detachable
Ground is connected.
Further, first supporting mechanism is connected with the side mould and/or the bed die magnetic respectively.
Further, the side mould is made up of the connection of multiple risers.
Further, the precast concrete mould also includes the second supporting mechanism；Second supporting mechanism with it is adjacent
Two risers be detachably connected respectively, to support two adjacent risers.
Further, the precast concrete mould also includes the stirrup being located on the side mould；The stirrup and institute
Side mould is stated to be fixedly connected by fixture.
Further, horizontal ribs and longitudinal reinforced rib are provided with the side mould.
Further, the side mould and the cavity geometry that the bed die is surrounded are tabular, its concrete structure manufactured
Part is plate-type component.
The precast concrete mould that the present invention is provided has SBR, three kinds of work shapes of cloth state and form removal state
State.SBR, i.e., be placed in bottom by bed die, and side mould is placed on bed die 1, forms closed loop；Cloth state, i.e., pour into concrete
And enrich the closed loop of side mould formation；Form removal state, the concrete prefabricated element of solidification is separated and transported with bed die.In cloth-like
During state, concrete is poured into Bian Monei by user, and side mould is enriched, positioned at overflow through hole concrete from overflow through hole
Outflow, and form raised on the outer wall of side mould, Bian Mo is solidified with concrete component and be integrated.In form removal state, coagulation
Native component is not separated with side mould 2, and user only need to pull down from bed die concrete component together with the mould of side, then will be mixed
Solidifying soil component is transported to predeterminated position together with annular edge mould and used.The precast concrete mould that the present invention implements to provide is applied to
Plate-like members are poured.
The precast concrete mould that the present invention is provided, overflowing the setting of through hole can make Bian Monei concrete flow out and be formed
Projection, concrete component is formed with side mould and integrally used, and is not required to pull down side mould from component, is eliminated installing/dismounting side mould
Job step, reduce workload.Meanwhile, the roughness when projection outside mould is added outside mould so that with projection
The face is undisguised face, eliminates job step and the fund input in the undisguised face of processing and fabricating, reduces cost.
Brief description of the drawings
The accompanying drawing for constituting the part of the present invention is used for providing a further understanding of the present invention, schematic reality of the invention
Apply example and its illustrate to be used to explain the present invention, do not constitute inappropriate limitation of the present invention.In the accompanying drawings：
Fig. 1 is the structural representation of precast concrete mould according to embodiments of the present invention；
Fig. 2 be in precast concrete mould according to embodiments of the present invention side mould for it is multiple when structural representation；
Fig. 3 is another structural representation of precast concrete mould according to embodiments of the present invention；
Fig. 4 is the another structural representation of precast concrete mould according to embodiments of the present invention；
Fig. 5 is the structural representation of the first supporting mechanism in precast concrete mould according to embodiments of the present invention；
Fig. 6 is the structural representation of the first supporting mechanism in precast concrete mould according to another embodiment of the present invention；
Fig. 7 is another structural representation of the first supporting mechanism shown in Fig. 6；
Fig. 8 is the structural representation of the second supporting mechanism in precast concrete mould according to embodiments of the present invention；
Fig. 9 is that the structure of horizontal ribs and longitudinal reinforced rib in precast concrete mould according to embodiments of the present invention is shown
It is intended to；
Figure 10 is another structural representation of the horizontal ribs shown in Fig. 9；
Figure 11 is the structural representation of stirrup and fixture in precast concrete mould according to embodiments of the present invention.
In figure：
1- bed dies；2- sides mould；3- overflows through hole；
4- is raised；5- stop parts；The supporting mechanisms of 6- first；
The supporting mechanisms of 7- second；8- longitudinal reinforced ribs；9- transverse direction ribs；
10- stirrups；11- fixtures；21- risers；
The support members of 61- first；The support members of 62- second；The support members of 63- the 3rd.
Embodiment
It should be noted that in the case where not conflicting, the embodiment in the present invention and the feature in embodiment can phases
Mutually combination.Describe the present invention in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
In the description of the invention, it is necessary to illustrate, unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or be integrally connected；Can
To be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected to by intermediary, Ke Yishi
The connection of two element internals.For the ordinary skill in the art, with concrete condition above-mentioned term can be understood at this
Concrete meaning in invention.
Fig. 1 is the structural representation of precast concrete mould according to embodiments of the present invention；Fig. 3 is according to present invention implementation
Another structural representation of the precast concrete mould of example；As shown in figures 1 and 3, the embodiment of the present invention provides a kind of prefabricated mixed
Solidifying clay model tool, the precast concrete mould includes bed die 1 and the side mould 2 being removably disposed on bed die 1, and the mould has standard
Standby state, three kinds of working conditions of cloth state and form removal state；In SBR, bed die 1 is placed in bottom, side mould 2 is placed in
On bed die 1, closed loop is formed；In cloth state, concrete is poured into and enriched the closed loop that side mould 2 is formed；In form removal state,
The concrete prefabricated element of solidification is separated and transported with bed die 1, it is characterised in that multiple overflow is additionally provided with side mould 2 and is led to
Hole 3, so that concrete can overflow from overflowing in through hole 3, and forms projection 4 so that side mould 2 and coagulation in the outer solidification of side mould 2
Native component forms as one；In form removal state, side mould 2 is not separated with concrete component.
The precast concrete mould that the present invention is provided has SBR, three kinds of work shapes of cloth state and form removal state
State.SBR, i.e., be placed in bottom by bed die 1, and side mould 2 is placed on bed die 1, forms closed loop；Cloth state, i.e., fall concrete
Enter and enrich the closed loop of the formation of side mould 2；Form removal state, the concrete prefabricated element of solidification is separated and transported with bed die 1.In cloth
During material state, user pours into concrete in side mould 2, and side mould 2 is enriched, positioned at overflow through hole 3 at concrete from overflow
Go out at through hole 3 and flow out, and projection 4 is formed on the outer wall of side mould 2, side mould 2 is solidified with concrete component and be integrated.In form removal
During state, concrete component is not separated with side mould 2, and user only need to pull down from bed die 1 concrete component together with side mould 2
, concrete component is then transported to predeterminated position together with annular edge mould 2 and used.The present invention implements the prefabricated mixed of offer
Solidifying clay model tool pouring suitable for plate-like members.
The precast concrete mould that the present invention is provided, overflowing the setting of through hole 3 can be such that the concrete in side mould 2 flows out and shape
Into projection 4, concrete component is formed with side mould 2 and integrally used, is not required to pull down side mould 2 from component, eliminates installation and tear open
The job step of side mould 2 is unloaded, workload is reduced.Meanwhile, the roughness when projection 4 outside mould 2 is added outside mould 2 so that
The face with projection 4 is undisguised face, eliminates job step and the fund input in the undisguised face of processing and fabricating, reduces cost.
Wherein, when side mould 2 is square, user can set on square one side and overflow according to actual processing needs
Go out through hole 3, spilling through hole 3 can also be respectively provided with four square sides.
Further, muscle through hole is additionally provided with out on the outer wall of side mould 2, reinforcing bar is located in out in muscle through hole by user,
Then concrete is poured into side mould 2.That is, the mould that the present invention is provided is applied to the production that periphery goes out rib component.
Fig. 2 be in precast concrete mould according to embodiments of the present invention side mould for it is multiple when structural representation；Such as Fig. 2
It is shown, multiple side moulds 2 can be detachably set simultaneously on bed die 1, and multiple side moulds 2 are arranged at intervals.
As shown in figure 3, on the basis of above-described embodiment, further, being provided with and being overflow for limiting concrete on side mould 2
The stop part 5 of output.
In the present embodiment, stop part 5 is set on side mould 2, after concrete is poured into side mould 2, concrete is from spilling
Flowed out at through hole 3, stop part 5 can realize the effect of limitation concrete spill-out, so as to avoid from the coagulation for overflowing the outflow of through hole 3
It is native excessively to drop.
Fig. 4 is the another structural representation of precast concrete mould according to embodiments of the present invention；Wherein, stop part 5 can
(as shown in Figure 4) is arranged in side mould 2, be may also be arranged on outside side mould 2.Preferably, stop part 5 is arranged on outside side mould 2, due to mixed
Solidifying soil flows out from inside to outside from side mould 2, and stop part 5, which is arranged on outside side mould 2, can preferably play barrier effect.
The structure type of stop part 5 can be a variety of, for example, stop part 5 is plate shaped, one end and the side mould 2 of stop part 5
Outer wall, stop part 5 be located at overflow through hole 3 lower section.After concrete flows out from spilling through hole 3, underlying stop part 5
Limitation concrete flowing can be played a part of, so as to limit the spill-out of concrete.
As shown in figure 3, on the basis of above-described embodiment, further, one end of stop part 5 is fixedly connected with side mould 2,
The other end is bent towards through hole 3 is overflowed, with relative with least a portion for overflowing through hole 3.
In the present embodiment, one end of stop part 5 is fixedly connected with side mould 2, and the other end is bent towards through hole 3 is overflowed.When mixed
When the solidifying native spilling through hole 3 from side mould 2 flows out, because stop part 5 is relative with least a portion for overflowing through hole 3 so that resistance
Projection of the stopper 5 on the direction of through hole 3 is overflowed covers some or all of spilling through hole 3, so as to reduce the stream of concrete
Outbound path, limits the spill-out of concrete.
In the present embodiment, the other end of stop part 5 is bent towards through hole 3 is overflowed, and with overflowing at least one of through hole 3
Split-phase pair, such setting can improve the effect that stop part 5 limits concrete spill-out so that the projection 4 outside side mould 2 is default
In volume range.
Wherein, the other end of stop part 5 is bent towards through hole 3 is overflowed, and the end of stop part 5 can be arc, can also
For fold-line-shaped.Preferably, the end of stop part 5 is fold-line-shaped, and the blocking effect of such stop part 5 is preferable.Stop part 5 can be
Tabular, or block.
As shown in figure 3, on the basis of above-described embodiment, further, stop part 5 is located at outside side mould 2, and with side mould 2
One end of connection is located at the lower section for overflowing through hole 3.
In the present embodiment, stop part 5 is arranged on outside side mould 2, and positioned at overflow through hole 3 lower section, when concrete from overflow
Go out after the outflow of through hole 3, flowed on stop part 5, one end that stop part 5 is bent stops that concrete continues flowing, so as to limit mixed
Coagulate the spill-out of soil.After forming projection 4 at spilling through hole 3, stop part 5 can partly cover projection 4, and protection is played to projection 4
Effect, meanwhile, stop part 5 is located at the top of projection 4, can play a part of support protrusion 4.
Wherein, stop part 5 can separately process installation on side mould 2 and be formed, and can also be directly stamped and formed out by side mould 2.It is excellent
Selection of land, stop part 5 is directly stamped and formed out on side mould 2, now, and stop part 5 is that have the parent material of side mould 2 to be formed, such stop part 5
Increase with the bonding strength of side mould 2, while convenient processing.
Fig. 5 is the structural representation of the first supporting mechanism in precast concrete mould according to embodiments of the present invention；Such as Fig. 5
Shown, on the basis of above-described embodiment, further, the precast concrete mould also includes the first supporting mechanism 6, first
Support mechanism 6 includes the first support member 61；First support member 61 is detachably connected with side mould 2 and bed die 1 respectively, with support edge mould
2。
In the present embodiment, the first support member 61 is detachably connected with side mould 2 and bed die 1 respectively, for support edge mould 2.When
After concrete is poured into side mould 2, concrete opposite side mould 2 applies active force outwardly, now, and the first support member 61 plays support
Effect, so as to prevent side mould 2 from toppling over, maintains the steadiness of side mould 2.
Wherein, the first support member 61 can be tabular, or block.First supporting mechanism 6 can be one, also may be used
Think multiple.Preferably, the first supporting mechanism 6 is multiple, and multiple first supporting mechanisms 6 can be arranged at intervals successively, can so be carried
High supporting role, and then improve the steadiness of side mould 2.
Fig. 6 is the structural representation of the first supporting mechanism in precast concrete mould according to another embodiment of the present invention；
Fig. 7 is another structural representation of the first supporting mechanism shown in Fig. 6；As shown in Figure 6 and Figure 7, on the basis of above-described embodiment
On, further, first support member 61 of first supporting mechanism 6 including connection triangular in shape, the second support member 62 and the 3rd
Support member 63, the second support member 62 and side mould 2 are detachably connected, and the 3rd support member 63 and bed die 1 are detachably connected.
In the present embodiment, the first support member 61, the second support member 62 and the connection triangular in shape of the 3rd support member 63, triangle
Structure is relatively firm structure, the steadiness of the first supporting mechanism 6 can be improved, so as to strengthen the support edge mould 2 of the first supporting mechanism 6
Supporting role.
Preferably, the angle that the angle formed between the second support member 62 and the 3rd support member 63 is formed with side mould 2 and bottom
Degree is identical.Now, the second support member 62 can be concordantly close to side mould 2, and the 3rd support member 63 can be concordantly close to bed die 1, can enter
One step improves support effect.For example, when side mould 2 is vertical with bed die 1, being formed between the second support member 62 and the 3rd support member 63
Angle be 90 °, that is, the first support member 61, the second support member 62 and the rectangular triangle connection of the 3rd support member 63.
On the basis of above-described embodiment, further, the first supporting mechanism 6 respectively with side mould 2 and/or the magnetic of bed die 1
Connection.
In the present embodiment, the first supporting mechanism 6 is connected with side mould 2 and the magnetic of bed die 1 respectively, or, the first support machine
Structure 6 is connected with side mould 2 or the magnetic of bed die 1.When in use, user by the first supporting mechanism 6 close to bed die 1 or side mould 2
When, the first supporting mechanism 6 and magnetic force between mould 2 or bed die 1 by the first supporting mechanism 6 adsorb while mould 2 or bed die 1
On, so that the first supporting mechanism 6 be fixedly connected with side mould 2 or bed die 1.
In the present embodiment, the first supporting mechanism 6 only need to be close to or be removed from mould by user with mould, you can real
Both existing installation and removal, convenient use person's operation.Meanwhile, after concreting finishes to form component, the first support machine
After structure 6 is pulled down from mould, due to both be magnetic connection, therefore, while touch or bed die 1 on be not required to thread mill drilling etc. other
Attachment structure, can maintain the flatness of side mould 2 or bed die 1.
As shown in figure 1, on the basis of above-described embodiment, further, side mould 2 is made up of the connection of multiple risers 21.
In the present embodiment, the multiple connection of riser 21 composition side moulds 2, that is, tabular of the side mould 2 for annular so that mould knot
Structure is simple, reduces cost.
Preferably due to the side mould 2 of the present invention is not required to separate with concrete component, therefore, the intensity requirement of opposite side mould 2 compared with
Low, riser 21 is not required to set too thick.Preferably, the thickness of riser 21 is less than 12mm, that is, side mould 2 is sheet member, further drops
Low cost.
Fig. 8 is the structural representation of the second supporting mechanism in precast concrete mould according to embodiments of the present invention；Such as Fig. 8
Shown, on the basis of above-described embodiment, further, the precast concrete mould also includes the second supporting mechanism 7；Second
Support mechanism 7 is detachably connected respectively with two adjacent risers 21, to support two adjacent risers 21.
In the present embodiment, the concrete opposite side mould 2 in side mould 2 applies active force outwardly, and the second supporting mechanism 7 can support
Two adjacent risers 21, so as to avoid side mould 2 from deforming, it is ensured that the shape of concrete component.
Wherein, the second supporting mechanism 7 can be U-shaped, and one end of the second supporting mechanism 7 is connected with one of riser 21,
The other end is connected with adjacent another riser 21.
Preferably, the second supporting mechanism 7 is arranged on the junction of two neighboring riser 21, the second supporting mechanism 7 and riser
21 be that magnetic is connected.
Figure 11 is the structural representation of stirrup and fixture in precast concrete mould according to embodiments of the present invention, is such as schemed
Shown in 11, on the basis of above-described embodiment, further, the precast concrete mould also includes the hoop being located on side mould 2
Muscle 10；Stirrup 10 is fixedly connected with side mould 2 by fixture 11.
In the present embodiment, stirrup 10 is fixedly connected with side mould 2 by fixture 11, stirrup 10 can be strengthened on side mould 2
Steadiness.
Wherein, fixture 11 can be geometrical clamp, and geometrical clamp clamps stirrup 10 with side mould 2, so that by stirrup 10 and side
Mould 2 is fixed.
Fig. 9 is that the structure of horizontal ribs and longitudinal reinforced rib in precast concrete mould according to embodiments of the present invention is shown
It is intended to；As shown in figure 9, on the basis of above-described embodiment, further, horizontal ribs 9 being provided with side mould 2 and longitudinal direction adds
Strong rib 8.
In the present embodiment, horizontal ribs 9 and longitudinal reinforced rib 8 are set on the outer wall of side mould 2, the strong of side mould 2 is improved
Degree, strengthens its rigidity, it is to avoid the stress of side mould 2 is much and damages, and extends the service life of side mould 2.
Preferably, horizontal ribs 9 and longitudinal reinforced rib 8 are multiple；Multiple horizontal ribs 9 with it is multiple longitudinally reinforced
Rib 8 is staggered on the outer wall of side mould 2.Further, a transverse direction is provided between two adjacent longitudinal reinforced ribs 8 to add
A longitudinal reinforced rib 8 is provided between strong rib 9, two adjacent horizontal ribs 9, can so make side mould 2 in longitudinal direction and horizontal stroke
Upward stiffening effect is identical, and the strengthened rigidity of side mould 2 is uniform.
Figure 10 is another structural representation of the horizontal ribs shown in Fig. 9；As shown in Figure 10, it is preferable that laterally strengthen
Rib 9 is directly stamped and formed out with longitudinal reinforced rib 8 by side mould 2, and horizontal ribs 9 is formed with longitudinally reinforced by the parent material of side mould 2, side
Just process.
As shown in figure 1, on the basis of above-described embodiment, further, the cavity geometry that side mould 2 is surrounded with bed die 1
For tabular, its concrete component manufactured is plate-type component.
In the present embodiment, side mould 2 is formed as tabular with the cavity that bed die 1 is surrounded, that is, side mould 2 is away from bed die 1 one
The end face and plane at end, and the end end face is parallel with bed die 1, so as to after concrete is poured into side mould 2, form plate-type component.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God is with principle, and any modification, equivalent substitution and improvements made etc. should be included in the scope of the protection.
Claims (12)
1. a kind of precast concrete mould, including bed die and the side mould being removably disposed on the bed die, the mould have standard
Standby state, three kinds of working conditions of cloth state and form removal state；In SBR, the bed die is placed in bottom, the side
Mould is placed on the bed die, forms closed loop；In cloth state, concrete is poured into and the closed loop of the side mould formation is enriched；
In form removal state, the concrete prefabricated element of solidification is separated and transported with the bed die, it is characterised in that on the side mould
Multiple spilling through holes are additionally provided with, so that concrete can overflow from the spilling through hole, and shape are solidified outside the side mould
Into projection so that the side mould forms as one with concrete component；In form removal state, the side mould and the concrete structure
Part is not separated.
2. precast concrete mould according to claim 1, it is characterised in that be provided with the side mould for limiting mixed
The stop part of solidifying soil spill-out.
3. precast concrete mould according to claim 2, it is characterised in that one end of the stop part and the side mould
It is fixedly connected, the other end is towards the spilling through hole bending, with relative with least a portion of the spilling through hole.
4. precast concrete mould according to claim 3, it is characterised in that the stop part is located at outside the side mould,
And the one end being connected with the side mould is located at the lower section of the spilling through hole.
5. precast concrete mould according to claim 1, it is characterised in that also including the first supporting mechanism, described
One supporting mechanism includes the first support member；First support member is detachably connected with the side mould and the bed die respectively,
To support the side mould.
6. precast concrete mould according to claim 5, it is characterised in that first supporting mechanism includes being in triangle
The first support member, the second support member and the 3rd support member of shape connection, second support member removably connect with the side mould
Connect, the 3rd support member and the bed die are detachably connected.
7. precast concrete mould according to claim 5, it is characterised in that first supporting mechanism respectively with it is described
Side mould and/or bed die magnetic connection.
8. precast concrete mould according to claim 1, it is characterised in that the side mould is by multiple riser connection groups
Into.
9. precast concrete mould according to claim 8, it is characterised in that also including the second supporting mechanism；Described
Two supporting mechanisms are detachably connected respectively with two adjacent risers, to support two adjacent risers.
10. the precast concrete mould according to claim any one of 1-9, it is characterised in that also described including being located in
Stirrup on the mould of side；The stirrup is fixedly connected with the side mould by fixture.
11. precast concrete mould according to claim 1, it is characterised in that be provided with horizontal reinforcement on the side mould
Rib and longitudinal reinforced rib.
12. precast concrete mould according to claim 1, it is characterised in that the side mould is surrounded with the bed die
Cavity geometry be tabular, its manufacture concrete component be plate-type component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710318917.XA CN106965298A (en) | 2017-05-08 | 2017-05-08 | Precast concrete mould |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710318917.XA CN106965298A (en) | 2017-05-08 | 2017-05-08 | Precast concrete mould |
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| Publication Number | Publication Date |
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| CN106965298A true CN106965298A (en) | 2017-07-21 |
Family
ID=59331226
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710318917.XA Pending CN106965298A (en) | 2017-05-08 | 2017-05-08 | Precast concrete mould |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107379223A (en) * | 2017-07-24 | 2017-11-24 | 湖南远大工程设计有限公司 | Precast concrete mat surface production die assembly |
| CN108638322A (en) * | 2018-05-10 | 2018-10-12 | 无锡市政设计研究院有限公司 | Prefabricated post concreting method in a kind of assembled architecture |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05133028A (en) * | 1991-11-11 | 1993-05-28 | Tadashi Harada | Lath form panel and form using this panel |
| JP2001026933A (en) * | 1999-07-13 | 2001-01-30 | Gps:Kk | Extremely thin metal form panel, form using it and construction method of foundation |
| CN2462005Y (en) * | 2000-05-27 | 2001-11-28 | 黄衍心 | Improved Dinas bricks |
| CN101831985A (en) * | 2010-06-04 | 2010-09-15 | 北京万科企业有限公司 | Precast concrete wallboard and preparation method thereof |
| CN201633114U (en) * | 2010-01-19 | 2010-11-17 | 黑龙江宇辉新型建筑材料有限公司 | Combined one-step molding architectural component mould capable of making reinforcing steel bars exposed |
| CN102285000A (en) * | 2011-05-19 | 2011-12-21 | 黑龙江宇辉新型建筑材料有限公司 | Free-combination pull-in type mould for processing building parts and processing method |
| US20120192522A1 (en) * | 2011-02-02 | 2012-08-02 | Jay Johnson | Molds for producing concrete blocks with roughened surfaces; blocks made therefrom; and methods of use |
| CN202467194U (en) * | 2012-03-16 | 2012-10-03 | 黑龙江宇辉新型建筑材料有限公司 | Magnetic right-angle fixer used for fixing combined template |
| CN104308988A (en) * | 2014-10-16 | 2015-01-28 | 三一汽车制造有限公司 | Method for producing precast concrete |
| CN104328907A (en) * | 2014-11-05 | 2015-02-04 | 北方重工集团有限公司 | Concrete magnetic side form with form removal device |
| CN105799044A (en) * | 2014-12-29 | 2016-07-27 | 潼南县梓潼镇大桥预制厂 | Improved preformed unit die |
| CN205668316U (en) * | 2016-05-31 | 2016-11-02 | 西安建构实业有限责任公司 | A kind of composite assembly precast concrete plate mould of simple in construction |
| CN206703246U (en) * | 2017-05-08 | 2017-12-05 | 湖南三一快而居住宅工业有限公司 | Precast concrete mould |
-
2017
- 2017-05-08 CN CN201710318917.XA patent/CN106965298A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05133028A (en) * | 1991-11-11 | 1993-05-28 | Tadashi Harada | Lath form panel and form using this panel |
| JP2001026933A (en) * | 1999-07-13 | 2001-01-30 | Gps:Kk | Extremely thin metal form panel, form using it and construction method of foundation |
| CN2462005Y (en) * | 2000-05-27 | 2001-11-28 | 黄衍心 | Improved Dinas bricks |
| CN201633114U (en) * | 2010-01-19 | 2010-11-17 | 黑龙江宇辉新型建筑材料有限公司 | Combined one-step molding architectural component mould capable of making reinforcing steel bars exposed |
| CN101831985A (en) * | 2010-06-04 | 2010-09-15 | 北京万科企业有限公司 | Precast concrete wallboard and preparation method thereof |
| US20120192522A1 (en) * | 2011-02-02 | 2012-08-02 | Jay Johnson | Molds for producing concrete blocks with roughened surfaces; blocks made therefrom; and methods of use |
| CN102285000A (en) * | 2011-05-19 | 2011-12-21 | 黑龙江宇辉新型建筑材料有限公司 | Free-combination pull-in type mould for processing building parts and processing method |
| CN202467194U (en) * | 2012-03-16 | 2012-10-03 | 黑龙江宇辉新型建筑材料有限公司 | Magnetic right-angle fixer used for fixing combined template |
| CN104308988A (en) * | 2014-10-16 | 2015-01-28 | 三一汽车制造有限公司 | Method for producing precast concrete |
| CN104328907A (en) * | 2014-11-05 | 2015-02-04 | 北方重工集团有限公司 | Concrete magnetic side form with form removal device |
| CN105799044A (en) * | 2014-12-29 | 2016-07-27 | 潼南县梓潼镇大桥预制厂 | Improved preformed unit die |
| CN205668316U (en) * | 2016-05-31 | 2016-11-02 | 西安建构实业有限责任公司 | A kind of composite assembly precast concrete plate mould of simple in construction |
| CN206703246U (en) * | 2017-05-08 | 2017-12-05 | 湖南三一快而居住宅工业有限公司 | Precast concrete mould |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107379223A (en) * | 2017-07-24 | 2017-11-24 | 湖南远大工程设计有限公司 | Precast concrete mat surface production die assembly |
| CN108638322A (en) * | 2018-05-10 | 2018-10-12 | 无锡市政设计研究院有限公司 | Prefabricated post concreting method in a kind of assembled architecture |
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Effective date of registration: 20221024 Address after: 519031 Room 105, No. 6, Baohua Road, Hengqin New District, Zhuhai City, Guangdong Province - 67054 (centralized office area) Applicant after: Zhuhai Zhuxiang Cloud Technology Co.,Ltd. Address before: 410000 Hunan Changsha Economic and Technological Development Zone No. 129 South Section of Huangxing Avenue, Huanli Street Applicant before: Hunan Sany Building Co.,Ltd. |
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Application publication date: 20170721 |