CN207105198U - Concrete prefabricated structure production line and assembling die - Google Patents
Concrete prefabricated structure production line and assembling die Download PDFInfo
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- CN207105198U CN207105198U CN201720765673.5U CN201720765673U CN207105198U CN 207105198 U CN207105198 U CN 207105198U CN 201720765673 U CN201720765673 U CN 201720765673U CN 207105198 U CN207105198 U CN 207105198U
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 28
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 25
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 8
- 239000004540 pour-on Substances 0.000 claims abstract description 6
- 238000003825 pressing Methods 0.000 claims description 27
- 239000000758 substrate Substances 0.000 description 8
- 238000009434 installation Methods 0.000 description 7
- 238000003466 welding Methods 0.000 description 5
- 238000005266 casting Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000002950 deficient Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
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- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model belongs to Architectural Equipment technical field, more particularly to concrete prefabricated structure production line and assembling die.Concrete prefabricated structure assembling die includes at least one basic mould and at least one stopping means.The basic mould includes left mould, right mould and attachment means.The left mould and the right mould are fixedly connected to form an entirety, and middle formation cavity by attachment means.The left mould and the right mould are suitable to be fixed on to pour on pedestal by the stopping means.The utility model can quick-assembling or dismounting, multiple isolated footings are fixed after being connected into production line by stopping means, time saving and energy saving, improve production efficiency.
Description
Technical field
The utility model belongs to Architectural Equipment technical field, more particularly to concrete prefabricated structure production line and combination die
Tool.
Background technology
When building concrete structure, in order to improve speed of application, limited also for construction site is avoided, it is often necessary to
Prefabrication foundation structure, then prefabricated foundation structure is transported to job site, assembled.It is pre- in casting concrete
Need to use mould during foundation structure processed, because concrete foundation planform is special, mould is just served to closing weight during processing
The effect wanted.If mold design is unreasonable, it will result in low production efficiency, the problems such as percent defective is high, add production cost.
The mould used at present, a kind of is wooden, but because plank insufficient strength easily ftractures, percent defective is high, and tears open
Need to carry out destructive dismounting to plank during mould, mould can only be disposable, waste of materials, increases production cost.It is another
Mould uses metallic plate, and the metallic plate of monolithic is spliced into an entirety by bolt and connecting angle iron, but this method is time-consuming takes
Power, the intensity and precision of splicing are difficult to control, and because the quantity of metallic plate is more, dislocation are easily produced during splicing, after pouring
Because the deadweight of concrete can increase deformation, cause the size of concrete foundation structure and intensity uneven, influence quality, drop
Low production efficiency, increase production cost.
Therefore, quick splicing or dismounting are required to when concrete foundation structure is prefabricated and multiple independent bases can be realized
Spacing production line and assembling die are consolidated after plinth series connection.
Utility model content
In view of this, the utility model, which aims to provide, can quickly splice or dismantle and can realize multiple isolated footings
Spacing concrete prefabricated structure production line and assembling die are consolidated after series connection.
To reach above-mentioned purpose, the first aspect of the utility model embodiment, there is provided a kind of concrete prefabricated structure group
Matched moulds has, including:
At least one basic mould, the basic mould include left mould, right mould and attachment means;The left mould and the right side
Mould is fixedly connected to form an entirety, and middle formation cavity by the attachment means;With
At least one stopping means, the left mould and the right mould are suitable to be fixed on to pour base by the stopping means
On seat.
Further, the top of the left mould is formed after being fixedly connected with the top of the right mould by the attachment means
Framework;The middle part of the left mould forms polygonal pyramid after being fixedly connected with the middle part of the right mould by the attachment means,
And the area of the lower port of the polygonal pyramid is more than the area of upper port;The bottom of the left mould and the bottom of the right mould
Framework is formed after being fixedly connected by the attachment means.
Further, the junction of the left mould and the right mould is located at the diagonal of the framework or the polygonal pyramid
On line.
Further, the junction of the left mould and the right mould is provided with side plate, and the side plate is relative to the left side
The entirety that mould and the right mould are formed extends outward;The attachment means are arranged on the side plate.
Further, the attachment means include:
Fixed plate, the number of the fixed plate is two pieces, and is be arranged in parallel;The first end of the fixed plate is fixed on described
On the side plate of left mould;
Bearing pin, the bearing pin passes through the second end of the fixed plate, and can be rotated around the axis of the bearing pin;
Screw rod, the first end of the screw rod are fixed on the bearing pin, and between two pieces of fixed plates;
Baffle plate, the baffle plate pass through the second end of the screw rod, and are abutted against with the side plate of the right mould;With
Nut, the nut match with the screw rod, and the nut makes the side plate of the baffle plate and the right mould
Abut against.
Further, the basic mould also includes:Limiting plate, it is arranged in the left mould and the right mould;The left side
Mould and the right mould are connected by corresponding limiting plate with corresponding stopping means.
Further, the stopping means includes:
Base, the lower end of the base are suitable to be fixed on described pour on pedestal;With
Pressing plate, the first end of the pressing plate are bolted on the upper surface of the base, and the second side pressure is in the limit
On the plate of position.
Further, the limiting plate in the left mould matches connection with stopping means several described;Positioned at described
The limiting plate in right mould matches connection with stopping means several described.
Further, the basic mould also includes the bottom plate for preventing that concrete from overflowing, the bottom of the left mould and described
The bottom of right mould is equipped with the bottom plate, and the bottom plate abuts with the pedestal that pours.
The second aspect of the utility model embodiment, there is provided a kind of concrete prefabricated structure production line, including several
Concrete prefabricated structure assembling die;
On the stopping means between two basic moulds, it is bolted in the middle part of the pressing plate
The upper surface of the base, one end of the pressing plate are pressed on the limiting plate of basic mould described in side, the pressing plate
The other end is pressed on the limiting plate of basic mould described in opposite side.
By adopting the above-described technical solution, the technological progress that the utility model obtains is:
Left mould and right mould are assembled into an entirety, the cavity casting concrete that centre is formed by attachment means.Spacing dress
Put left mould and right mould being fixed on and pour on pedestal, prevent basic mould from moving, concrete is from basic mould when being also prevented from pouring
Overflow and jack up basic mould upwards in bottom.
The junction of left mould and right mould is located on the diagonal of the framework formed or polygonal pyramid, is easy to process, also just
In installation or removal.Attachment means use the form of clamping, rotate screw rod during installation, screw rod is passed through the side plate and right mould of left mould
Side plate, then tightening nut makes baffle plate be abutted with the side plate of right mould;During dismounting, nut and baffle plate are unclamped, screw rod is lifted, left mould
It can be separated with right mould.
The base of stopping means, which is fixed on, to be poured on pedestal, and pressing plate is fixed on base, and end is pressed in left mould and right mould
On limiting plate, left mould and right mould are fixed on and poured on pedestal.During installation, spiral shell is tightened after the end of pressing plate is pressed on limiting plate
Bolt;During dismounting, bolt is unclamped, pressing plate is lifted, it is easy to operate, it is time saving and energy saving.
It is using beneficial effect caused by above-mentioned technical proposal:Can quick-assembling or dismounting, multiple isolated footings
Fixed after being connected into production line by stopping means, it is time saving and energy saving, improve production efficiency.
Brief description of the drawings
Form a part of accompanying drawing of the present utility model to be used for providing further understanding to of the present utility model, do not form
To improper restriction of the present utility model.In the accompanying drawings:
Fig. 1 is the schematic diagram of the assembling die described in the utility model embodiment;
Fig. 2 is the top view of the assembling die described in the utility model embodiment;
Fig. 3 is the schematic diagram of the attachment means described in the utility model embodiment;
Fig. 4 is the front view of the production line described in the utility model embodiment;
Fig. 5 is the top view of the production line described in the utility model embodiment.
Description of reference numerals:
1- bases mould, 2- stopping means, 11- left moulds, 12- right moulds, 13- attachment means, 14- side plates, 15- limiting plates,
16- bottom plates, 21- bases, 22- pressing plates, 131- fixed plates, 132- bearing pins, 133- screw rods, 134- baffle plates, 135- nuts.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below with reference to accompanying drawing and tie
Embodiment is closed, the utility model is further elaborated.Specific illustrative examples described herein and its say
It is bright to be only used for explaining the utility model, it is not used to limit the utility model.
The present embodiment provides a kind of concrete prefabricated structure assembling die, and with reference to shown in Fig. 1 and Fig. 2, the concrete is pre-
Structure assembling die processed includes at least one basic mould 1 and at least one stopping means 2.The basic mould 1 includes left mould
11st, right mould 12 and attachment means 13.The left mould 11 and the right mould 12 by attachment means 13 be fixedly connected to form one it is whole
Body, and middle formation cavity.The left mould 11 and the right mould 12 are suitable to be fixed on to pour pedestal by the stopping means 2
On.
Left mould 11 and right mould 12 are assembled into an entirety, the cavity casting concrete that centre is formed by attachment means 13.
Left mould 11 and right mould 12 are fixed on and poured on pedestal by stopping means 2, prevent basic mould 1 from moving, coagulation when being also prevented from pouring
Soil overflows from the basic bottom of mould 1 and jacks up basic mould 1 upwards.
Left mould 11 and right mould 12 can be integrally formed, and can also use steel plate welding fabrication, shape is according to concrete prefabricated
Depending on structure.During assembling, left mould 11 and right mould 12 are spliced, fixed by attachment means 3, then stopping means 2 is fixed,
Then can casting concrete into the cavity of centre.After concrete dries condensation, stopping means 2 is opened, opens connection dress
Put 3, you can left mould 11 and right mould 12 are taken apart, take out concrete foundation structure.It is easy to operate, can Fast Installation or dismounting,
It is time saving and energy saving, improve production efficiency.
With reference to shown in Fig. 1, the top of the left mould 11 is fixedly connected with the top of the right mould 12 by attachment means 13
After form framework.The middle part of the left mould 11 forms polygon after being fixedly connected with the middle part of the right mould 12 by attachment means 13
Shape cone, and the area of the lower port of the polygonal pyramid is more than the area of upper port.The bottom of the left mould 11 with it is described
The bottom of right mould 12 forms framework after being fixedly connected by attachment means 13.
In the present embodiment, according to production needs, after left mould 11 and the assembly well of right mould 12, framework is formed at top, and middle part is formed
Framework is formed at polygonal pyramid, bottom.Left mould 11 and right mould 12 can be integrally formed, and can also be welded into plurality of steel plates
Type.
With reference to shown in Fig. 1 and Fig. 2, the junction of the left mould 11 and the right mould 12 is located at the framework or described polygon
On the diagonal of shape cone.With reference to shown in Fig. 1 and Fig. 2, the junction of the left mould 11 and the right mould 12 is provided with side plate
14, the entirety that the side plate 14 is formed relative to the left mould 11 and the right mould 12 extends outward;The attachment means 13
It is arranged on the side plate 14.
It is easy to process using above scheme, also allows for installing or removing.By taking welding as an example, left mould 11 or the top of right mould 12
Two pieces of top plates are mutually perpendicular to, and form right angle, junction welding.Two pieces of connecting plates and corresponding top at left mould 11 or the middle part of right mould 12
Angle is formed between plate, and the upper surface of connecting plate and the lower surface of top plate are welded, the junction welding of two pieces of connecting plates.Left mould
11 or two pieces of substrates of the bottom of right mould 12 be mutually perpendicular to, form right angle, junction welding, and substrate be arranged in parallel with top plate, base
Welded with the lower surface of corresponding connecting plate the upper surface of plate.The top plate of left mould 11 is spliced to form framework with the top plate of right mould 12,
The connecting plate of left mould 11 is spliced to form cone with the connecting plate of right mould 12, and the size of the lower surface of cone is bigger than upper surface, left
The substrate of mould 11 is spliced to form framework with the substrate of right mould 12.The junction of the top plate of left mould 11 and the top plate of right mould 12 is located at frame
On the diagonal of body, and the top plate of the left mould 11 of junction and the top plate of right mould 12 weld side plate 14;The connecting plate of left mould 11
It is located at the junction of the connecting plate of right mould 12 on the diagonal of cone, and the connecting plate of the left mould 11 of junction and right mould 12
Connecting plate welds side plate 14;The junction of the substrate of left mould 11 and the substrate of right mould 12 is located on the diagonal of framework, and even
The substrate of the left mould 11 at the place of connecing and the substrate of right mould 12 weld side plate 14.
With reference to shown in Fig. 1 and Fig. 3, the attachment means 13 include fixed plate 131, bearing pin 132, screw rod 133, baffle plate 134
With nut 135.The number of the fixed plate 131 is two pieces, and is be arranged in parallel, and the first end of the fixed plate 131 is fixed on institute
State on the side plate 14 of left mould 11.The bearing pin 132 passes through the second end of the fixed plate 131, and can be around the bearing pin
132 axis rotates.The first end of the screw rod 133 is fixed on the bearing pin 132, and is located at two pieces of fixed plates 131
Between.The baffle plate 134 passes through the second end of the screw rod 133, and is abutted against with the side plate 14 of the right mould 12.It is described
Nut 135 matches with the screw rod 133, and the nut 135 makes the baffle plate 134 and the phase of the side plate 14 of the right mould 12
Abut.
Fixed plate 131 can be fixed on the side plate 14 of left mould 11, can also be fixed on the side plate 14 of right mould 12.When solid
When fixed board 131 is fixed on the side plate 14 of left mould 11, baffle plate 134 and the side plate 14 of right mould 12 abut against;When fixed plate 131 is fixed
When on the side plate 14 of right mould 12, baffle plate 134 and the side plate 14 of left mould 11 abut against.Screw rod 133 is rotated during installation, wears screw rod
The side plate 14 of left mould 11 and the side plate 14 of right mould 12 are crossed, then tightening nut 135 makes baffle plate 134 be abutted with side plate 14;During dismounting, pine
Nut 135 and baffle plate 134 are opened, screw rod 133 is lifted, left mould 11 and right mould 12 can separate.
With reference to shown in Fig. 1 and Fig. 2, the basic mould 1 also includes limiting plate 15, is arranged on the left mould 11 and the right side
On mould 12.The left mould 11 and the right mould 12 are connected by corresponding limiting plate 15 with corresponding stopping means 2.
At present when pouring, the fixed form of conventional basic mould 1 is to be fixed on basic mould 1 by foundation bolt
Pour on pedestal, but this method wastes time and energy, and multiple bolts will be fixed on pedestal to pouring during installation every time;Poured as used
The mode of pedestal pre-embedded anchoring bolts, then it will find bolt hole accurately when installing every time, and the position of basic mould 1 can not adjust,
Limited by place space.Therefore left mould 11 and the right mould 12 are provided with limiting plate 15 in the present embodiment, pass through limiting plate 15
It is connected with stopping means 2, basic mould 1 is fixed on and poured on pedestal, it is time saving and energy saving, improve production efficiency.
With reference to shown in Fig. 1 and Fig. 2, the stopping means 2 includes base 21 and pressing plate 22.The lower end of the base 21 is suitable to
It is fixed on described pour on pedestal.The first end of the pressing plate 22 is bolted on the upper surface of the base 21, and second
Side pressure is on the limiting plate 15.During installation, after basic mould 1 assembles, the end of pressing plate 22 is pressed on limiting plate 15, so
After tighten bolt, basic mould 1 can be fixed;During dismounting, bolt being unclamped, pressing plate 22 is lifted, basic mould 1 is i.e. removable,
It is easy to operate, it is time saving and energy saving.
The limiting plate 15 in the left mould 11 matches connection with stopping means several described 2.Positioned at described
The limiting plate 15 in right mould 12 matches connection with stopping means several described 2.The limiting plate 15 of side can with it is multiple
Stopping means 2 matches, and increases stability.
With reference to shown in Fig. 1 and Fig. 2, the basic mould 1 also includes the bottom plate 16 for preventing that concrete from overflowing, the left mould 11
Bottom and the bottom of the right mould 12 be equipped with the bottom plate 16, the bottom plate 16 abuts with the pedestal that pours.Pressing plate 22
After compressing limiting plate 15, basic mould 1, which is fixed on, to be poured on pedestal, and bottom plate 16 abuts with pouring pedestal.Bottom plate 16 is set to increase
The bottom of basic mould 1 and the contact area for pouring pedestal, prevent a small amount of concrete from overflowing.
The present embodiment also provides a kind of concrete prefabricated structure production line, with reference to shown in Fig. 4 and Fig. 5, concrete prefabricated knot
Structure production line includes several concrete prefabricated structure assembling dies.It is described spacing between two basic moulds 1
On device 2, the middle part of the pressing plate 22 is bolted on the upper surface of the base 21, and one end of the pressing plate 22 is pressed in
Described in side on the limiting plate 15 of basic mould 1, the other end of the pressing plate 22 is pressed in basic mould 1 described in opposite side
On the limiting plate 15.
Several concrete prefabricated structure assembling dies can be connected into production line, spacing between two basic moulds 1
Device 2, the basic mould 1 of both sides can be fixed simultaneously, the middle part of pressing plate 22 is bolted on base 21, both ends difference
Compress the limiting plate 15 of both sides, you can realize.It is easy to operate, it is time saving and energy saving.
Embodiment 1:
Concrete prefabricated structure assembling die includes at least one basic mould 1 and at least one stopping means 2.The base
Plinth mould 1 includes left mould 11, right mould 12 and attachment means 13.The left mould 11 and the right mould 12 are fixed by attachment means 13
Connection forms an entirety, and middle formation cavity.The left mould 11 and the right mould 12 are suitable to by the stopping means 2
It is fixed on and pours on pedestal.
The top of the left mould 11 forms framework after being fixedly connected with the top of the right mould 12 by attachment means 13.Institute
State left mould 11 middle part be fixedly connected with the middle part of the right mould 12 by attachment means 13 after form polygonal pyramid, it is and described
The area of the lower port of polygonal pyramid is more than the area of upper port.The bottom of the left mould 11 and the bottom of the right mould 12 lead to
Cross after attachment means 13 are fixedly connected and form framework.
The junction of the left mould 11 and the right mould 12 is located on the diagonal of the framework or the polygonal pyramid.
The junction of the left mould 11 and the right mould 12 is provided with side plate 14, and the side plate 14 is relative to the left mould
11 and the right mould 12 formed entirety extend outward;The attachment means 13 are arranged on the side plate 14.
The attachment means 13 include fixed plate 131, bearing pin 132, screw rod 133, baffle plate 134 and nut 135.The fixation
Plate 131 it is parallel be provided with two pieces, the first end of the fixed plate 131 is fixed on the side plate 14 of the left mould 11.Institute
The second end that bearing pin 132 passes through the fixed plate 131 is stated, and can be rotated around the axis of the bearing pin 132.The screw rod 133
First end be fixed on the bearing pin 132, and between two pieces of fixed plates 131.The baffle plate 134 passes through the spiral shell
Second end of bar 133, and abutted against with the side plate 14 of the right mould 12.The nut 135 and the phase of screw rod 133
Match somebody with somebody, the nut 135 abuts against the baffle plate 134 and the side plate 14 of the right mould 12.
The basic mould 1 also includes limiting plate 15, is arranged in the left mould 11 and the right mould 12;The left mould 11
It is connected with the right mould 12 by corresponding limiting plate 15 with corresponding stopping means 2.
The stopping means 2 includes base 21 and pressing plate 22.The lower end of the base 21, which is suitable to be fixed on, described pours base
On seat.The first end of the pressing plate 22 is bolted on the upper surface of the base 21, and the second side pressure is in the limiting plate
On 15.
The limiting plate 15 in the left mould 11 matches connection with stopping means several described 2.Positioned at described
The limiting plate 15 in right mould 12 matches connection with stopping means several described 2.
The basic mould 1 also includes the bottom plate 16 for preventing that concrete from overflowing, the bottom of the left mould 11 and the right mould
12 bottom is equipped with the bottom plate 16, and the bottom plate 16 abuts with the pedestal that pours.
Embodiment 2:
Concrete prefabricated structure assembling die includes at least one basic mould 1 and at least one stopping means 2.The base
Plinth mould 1 includes left mould 11, right mould 12 and attachment means 13.The left mould 11 and the right mould 12 are fixed by attachment means 13
Connection forms an entirety, and middle formation cavity.The left mould 11 and the right mould 12 are suitable to by the stopping means 2
It is fixed on and pours on pedestal.
The top of the left mould 11 forms framework after being fixedly connected with the top of the right mould 12 by attachment means 13.Institute
State left mould 11 middle part be fixedly connected with the middle part of the right mould 12 by attachment means 13 after form polygonal pyramid, it is and described
The area of the lower port of polygonal pyramid is more than the area of upper port.The bottom of the left mould 11 and the bottom of the right mould 12 lead to
Cross after attachment means 13 are fixedly connected and form framework.
The junction of the left mould 11 and the right mould 12 is located on the diagonal of the framework or the polygonal pyramid.
Embodiment 3:
Concrete prefabricated structure assembling die includes at least one basic mould 1 and at least one stopping means 2.The base
Plinth mould 1 includes left mould 11, right mould 12 and attachment means 13.The left mould 11 and the right mould 12 are fixed by attachment means 13
Connection forms an entirety, and middle formation cavity.The left mould 11 and the right mould 12 are suitable to by the stopping means 2
It is fixed on and pours on pedestal.
The junction of the left mould 11 and the right mould 12 is provided with side plate 14, and the side plate 14 is relative to the left mould
11 and the right mould 12 formed entirety extend outward;The attachment means 13 are arranged on the side plate 14.
The attachment means 13 include fixed plate 131, bearing pin 132, screw rod 133, baffle plate 134 and nut 135.The fixation
Plate 131 it is parallel be provided with two pieces, the first end of the fixed plate 131 is fixed on the side plate 14 of the left mould 11.Institute
The second end that bearing pin 132 passes through the fixed plate 131 is stated, and can be rotated around the axis of the bearing pin 132.The screw rod 133
First end be fixed on the bearing pin 132, and between two pieces of fixed plates 131.The baffle plate 134 passes through the spiral shell
Second end of bar 133, and abutted against with the side plate 14 of the right mould 12.The nut 135 and the phase of screw rod 133
Match somebody with somebody, the nut 135 abuts against the baffle plate 134 and the side plate 14 of the right mould 12.
Embodiment 4:
Concrete prefabricated structure assembling die includes at least one basic mould 1 and at least one stopping means 2.The base
Plinth mould 1 includes left mould 11, right mould 12 and attachment means 13.The left mould 11 and the right mould 12 are fixed by attachment means 13
Connection forms an entirety, and middle formation cavity.The left mould 11 and the right mould 12 are suitable to by the stopping means 2
It is fixed on and pours on pedestal.
The basic mould 1 also includes limiting plate 15, is arranged in the left mould 11 and the right mould 12;The left mould 11
It is connected with the right mould 12 by corresponding limiting plate 15 with corresponding stopping means 2.
The stopping means 2 includes base 21 and pressing plate 22.The lower end of the base 21, which is suitable to be fixed on, described pours base
On seat.The first end of the pressing plate 22 is bolted on the upper surface of the base 21, and the second side pressure is in the limiting plate
On 15.
The limiting plate 15 in the left mould 11 matches connection with stopping means several described 2.Positioned at described
The limiting plate 15 in right mould 12 matches connection with stopping means several described 2.
Using the technical scheme in the present embodiment, concrete prefabricated structure assembling die can quick-assembling or dismounting, it is more
Individual isolated footing is fixed after being connected into production line by stopping means, time saving and energy saving, improves production efficiency.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, all any modification, equivalent and improvement made etc., the utility model should be included in
Protection domain within.
Claims (10)
1. concrete prefabricated structure assembling die, it is characterised in that including:
At least one basic mould, the basic mould include left mould, right mould and attachment means;The left mould and the right mould are led to
Cross the attachment means and be fixedly connected to form an entirety, and middle formation cavity;With
At least one stopping means, the left mould and the right mould are suitable to be fixed on to pour pedestal by the stopping means
On.
2. concrete prefabricated structure assembling die according to claim 1, it is characterised in that:The top of the left mould and institute
State right mould top be fixedly connected by the attachment means after form framework;The middle part of the left mould and the middle part of the right mould
Polygonal pyramid is formed after being fixedly connected by the attachment means, and the area of the lower port of the polygonal pyramid is more than upper
The area of port;The bottom of the left mould forms framework after being fixedly connected with the bottom of the right mould by the attachment means.
3. concrete prefabricated structure assembling die according to claim 2, it is characterised in that:The left mould and the right mould
Junction be located on the diagonal of the framework or the polygonal pyramid.
4. concrete prefabricated structure assembling die according to claim 1, it is characterised in that:The left mould and the right mould
Junction be provided with side plate, the entirety that the side plate is formed relative to the left mould and the right mould extends outward;Institute
Attachment means are stated to be arranged on the side plate.
5. concrete prefabricated structure assembling die according to claim 4, it is characterised in that the attachment means include:
Fixed plate, the number of the fixed plate is two pieces, and is be arranged in parallel;The first end of the fixed plate is fixed on the left mould
The side plate on;
Bearing pin, the bearing pin passes through the second end of the fixed plate, and can be rotated around the axis of the bearing pin;
Screw rod, the first end of the screw rod are fixed on the bearing pin, and between two pieces of fixed plates;
Baffle plate, the baffle plate pass through the second end of the screw rod, and are abutted against with the side plate of the right mould;With
Nut, the nut match with the screw rod, and the nut makes the baffle plate and the side plate of the right mould offset
Connect.
6. concrete prefabricated structure assembling die according to claim 1, it is characterised in that the basic mould also wraps
Include:Limiting plate, it is arranged in the left mould and the right mould;The left mould and the right mould are by corresponding limiting plate and accordingly
Stopping means be connected.
7. concrete prefabricated structure assembling die according to claim 6, it is characterised in that the stopping means includes:
Base, the lower end of the base are suitable to be fixed on described pour on pedestal;With
Pressing plate, the first end of the pressing plate are bolted on the upper surface of the base, and the second side pressure is in the limiting plate
On.
8. concrete prefabricated structure assembling die according to claim 7, it is characterised in that:Limit in the left mould
Position plate matches connection with stopping means several described;The limiting plate and several described spacing dresses in the right mould
Put matching connection.
9. the concrete prefabricated structure assembling die according to claim any one of 1-8, it is characterised in that:The basic mould
Having also includes the bottom plate for preventing that concrete from overflowing, and the bottom of the bottom of the left mould and the right mould is equipped with the bottom plate, institute
Bottom plate is stated to abut with the pedestal that pours.
10. concrete prefabricated structure production line, it is characterised in that:It is as claimed in claim 7 concrete prefabricated including several
Structure assembling die;
On the stopping means between two basic moulds, it is bolted in the middle part of the pressing plate described
The upper surface of base, one end of the pressing plate are pressed on the limiting plate of basic mould described in side, the pressing plate it is another
Side pressure is on the limiting plate of basic mould described in opposite side.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720765673.5U CN207105198U (en) | 2017-06-28 | 2017-06-28 | Concrete prefabricated structure production line and assembling die |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108999406A (en) * | 2018-08-10 | 2018-12-14 | 郑州工程技术学院 | A kind of build concrete molding machine |
CN109318348A (en) * | 2018-12-12 | 2019-02-12 | 怀化智信能源科技有限公司 | A kind of detachable concrete precast block mold |
CN113733312A (en) * | 2021-09-29 | 2021-12-03 | 上海泰大建筑科技有限公司 | Novel concrete foundation pouring mold |
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2017
- 2017-06-28 CN CN201720765673.5U patent/CN207105198U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108999406A (en) * | 2018-08-10 | 2018-12-14 | 郑州工程技术学院 | A kind of build concrete molding machine |
CN109318348A (en) * | 2018-12-12 | 2019-02-12 | 怀化智信能源科技有限公司 | A kind of detachable concrete precast block mold |
CN109318348B (en) * | 2018-12-12 | 2024-02-23 | 内蒙古鑫垚淼新型建材有限公司 | Detachable concrete prefabricated block mould |
CN113733312A (en) * | 2021-09-29 | 2021-12-03 | 上海泰大建筑科技有限公司 | Novel concrete foundation pouring mold |
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Effective date of registration: 20240913 Address after: 056800 workshop 3, No. 11 Chuangye street, Weixian Economic Development Zone, Handan City, Hebei Province Patentee after: Weixian Shichuang Building Materials Technology Co.,Ltd. Country or region after: China Address before: 056800 11 Chuang Chuang street, Weixian Economic Development Zone, Handan, Hebei Patentee before: HEBEI JINGTONG BUILDING TECHNOLOGY Corp. Country or region before: China |