CN214739885U - Constructional column pouring mold - Google Patents
Constructional column pouring mold Download PDFInfo
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- CN214739885U CN214739885U CN202120199347.9U CN202120199347U CN214739885U CN 214739885 U CN214739885 U CN 214739885U CN 202120199347 U CN202120199347 U CN 202120199347U CN 214739885 U CN214739885 U CN 214739885U
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Abstract
The utility model belongs to the technical field of the construction, a constructional column pouring mould is disclosed, including two at least fixed die plates, rotatory template component, dog and supporting component. Through setting up the breach on the fixed die plate top, be convenient for to holding the intracavity concreting. After concrete placement below the breach is accomplished, rotate the rotating die board, make the rotating die board shelter from the breach gradually, continue simultaneously to holding intracavity concreting, shelter from the breach completely until the rotating die board, the concrete is full of completely and holds the chamber to make the constructional column once pour the completion. Through rotatory supporting component, make the dog butt in supporting component and the rotatory template outside to support rotatory template, thereby make rotatory template can effectively shutoff breach before the concrete condenses. Need not carry out secondary manual work and pour and repair to the constructional column for the construction progress, and avoided secondary to pour and produced the construction joint, effectively improved the structural strength of constructional column.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a constructional column pouring mould.
Background
After the construction of the main structure of the construction project is finished, the construction operation of the indoor filler wall is required, and after the construction of the filler wall is finished, constructional columns are required to be poured at the corners of the filler wall, the middle part of the filler wall with the wall length of more than 5 m or twice the floor height, the end parts of the filler wall without the tension knot with the main body, the door and window openings with the width of more than 2.1 m and the like.
In the existing constructional column pouring mould, a gap of 200-300 m needs to be reserved between the top of the template on one side and the top beam, and a pump pipe extends into the mould from the gap for pouring concrete. Because leave the gap between the template of one side and the back timber, lead to the concrete can't pour to the top, need demolish the mould after the concrete reaches certain intensity, carry out artifical secondary to the constructional column top and pour to repair and level. Because the number of the parts needing to be provided with the constructional column is large, secondary pouring and repairing of the constructional column can seriously affect the construction progress. In addition, the secondary pouring causes construction joints to be generated on the constructional column, and the structural strength of the constructional column is affected.
Therefore, a constructional column pouring mold is needed to solve the above problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a constructional column pouring mold, the constructional column is once pour and is accomplished, does not need the secondary manual work to pour for the construction progress improves the structural strength of constructional column.
To achieve the purpose, the utility model adopts the following technical proposal:
the utility model provides a constructional column pouring mould which characterized in that includes:
the top end of one of the fixed templates is provided with a notch, and the notch is used for pouring concrete into the accommodating cavity;
the rotating template assembly can seal the gap and comprises a rotating template which is arranged in a rotating mode, and the rotating template can rotate to the position where the inner surface of the rotating template is coplanar with the inner surface of the fixed template below the gap so as to seal at least the top end of the gap;
a stopper fixed to an outer side of the rotary die plate;
and the supporting component can rotate relative to the fixed template, and can abut against the stop block so that the rotating template blocks the notch.
Preferably, the stopper is provided in plurality, the stoppers are provided at intervals in a direction perpendicular to the rotation axis of the rotary die plate, and the support member can abut against different stoppers.
Preferably, the stoppers are spaced apart from each other in a direction parallel to the rotation axis of the rotary die plate, and the support member is slidable in a direction parallel to the rotation axis of the rotary die plate to abut against the different stoppers.
Preferably, the top end of the rotary formwork is provided with an overflow port, and the overflow port is used for overflowing the concrete.
Preferably, the rotating template assembly further comprises a connecting template, the connecting template is fixedly connected with the fixed template, and the rotating template is rotatably connected with the connecting template.
Preferably, the connection template includes:
the inner surface of the first connecting part is coplanar with the inner surface of the fixed template below the first connecting part, and the bottom surface of the first connecting part is abutted against the upper surface of the fixed template below the first connecting part;
and the inner surface of the second connecting part is attached to the outer surface of the fixed template, and the second connecting part is fixedly connected with the first connecting part and the fixed template.
Preferably, the support assembly comprises:
the rotating rod is arranged on the first connecting part, can slide along the direction parallel to the rotating axis of the rotating template, and can rotate relative to the connecting template around the axis parallel to the rotating axis of the rotating template;
the bracing piece, its perpendicular to the dwang, the one end of bracing piece is fixed in on the dwang, the other end can with the dog butt.
Preferably, the constructional column pouring mold further comprises hinge rings, at least two hinge rings are fixedly arranged on the outer surface of the first connecting portion at intervals along the length direction of the rotating rod, and the rotating rod penetrates through the hinge rings.
Preferably, the constructional column casting mould further comprises a counter-pulling assembly, the counter-pulling assembly comprising:
the vertical rib is arranged on the outer side of the fixed template and used for supporting the fixed template;
the fastening pressure rod is arranged on the outer side of the vertical rib and forms an included angle with the vertical rib;
the opposite-pulling bolt penetrates through the two opposite fixed templates, and two ends of the opposite-pulling bolt respectively act on the fastening pressure rods on the outer sides of the two opposite fixed templates, so that the fastening pressure rods drive the vertical ribs to abut against the fixed templates.
Preferably, at least part of the inner surface of the vertical rib is attached to the outer surface of the second connecting part, and the fastening pressure rod drives the vertical rib to fasten the second connecting part on the fixed template.
The utility model has the advantages that:
the utility model provides a constructional column pouring mould, including two at least fixed die plates, rotatory template component, dog and supporting component. Through setting up the breach on the fixed die plate top, be convenient for to holding the intracavity concreting. Rotatory template component can the breach on shutoff fixed die plate top, and rotatory template component includes the rotatory rotating die board that sets up, and after concrete placement in breach below accomplished, rotate the rotating die board, make the rotating die board shelter from the breach gradually, continue simultaneously to holding intracavity concreting, shelter from the breach completely until the rotating die board, the concrete is full of completely and holds the chamber to make the constructional column pour the completion once. Through rotatory supporting component, make the dog butt in supporting component and the rotatory template outside to support rotatory template, thereby make rotatory template can effectively shutoff breach before the concrete condenses. And (5) removing the constructional column pouring mold after the concrete reaches a certain strength, and finishing the constructional column pouring. Need not carry out secondary manual work to the constructional column and pour and repair, improved the efficiency of construction for the construction progress has been avoided secondary to pour and has produced the construction joint, has effectively improved the structural strength of constructional column.
Drawings
Fig. 1 is a schematic structural view of a constructional column pouring mold provided by an embodiment of the present invention;
fig. 2 is a schematic structural diagram of a part of a constructional column pouring mold provided by the embodiment of the invention;
fig. 3 is a schematic structural view of a part of a constructional column pouring mold provided by the embodiment of the invention;
fig. 4 is a schematic view of a first constructional column pouring mold pouring process provided by the embodiment of the invention;
fig. 5 is the utility model provides a constructional column pouring mould pouring process schematic diagram two.
In the figure:
1. fixing the template; 2. an accommodating chamber;
3. rotating the template assembly; 31. rotating the template; 311. an overflow port;
32. connecting the templates; 321. a first connection portion; 322. a second connecting portion;
4. a stopper;
5. a support assembly; 51. rotating the rod; 52. a support bar;
6. hinging a ring;
7. a counter-pull assembly; 71. a vertical rib; 72. fastening the pressure lever; 73. and (4) oppositely pulling the bolts.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the invention and are not limiting of the invention. It should be further noted that, for the convenience of description, only some of the structures related to the present invention are shown in the drawings, not all of the structures.
In the description of the present invention, unless expressly stated or limited otherwise, the terms "connected," "connected," and "fixed" are to be construed broadly, e.g., as meaning permanently connected, detachably connected, or integral to one another; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
In the description of the present embodiment, the terms "upper", "lower", "right", etc. are used in an orientation or positional relationship based on that shown in the drawings only for convenience of description and simplicity of operation, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used only for descriptive purposes and are not intended to have a special meaning.
As shown in fig. 1, the utility model provides a constructional column pouring mould, including two fixed die plates 1, rotatory template component 3, dog 4 and supporting component 5. Fixed die plate 1 forms with the wall body cooperation and holds chamber 2, and fixed die plate 1 top is seted up jaggedly, and the breach is used for to holding 2 interior concretings in the chamber. Rotatory template component 3 can the shutoff breach, and rotatory template component 3 is including the rotatory template 31 that sets up, and rotatory template 31 can rotate to the internal surface and the fixed die plate 1's of breach below internal surface coplane department to the part on at least shutoff breach top. The stopper 4 is fixed to the outside of the rotary die plate 31. The supporting component 5 can rotate relative to the fixed template 1, and the supporting component 5 can abut against the stop block 4, so that the rotating template 31 blocks the gap.
Through set up the breach on 1 top of fixed die plate, be convenient for to holding 2 concretings in the chamber. After concrete pouring below the notch is completed, the rotating template 31 is rotated upwards, the rotating template 31 gradually shields the notch, concrete continues to be poured into the accommodating cavity 2 until the rotating template 31 completely shields the notch, and the concrete can be completely filled in the accommodating cavity 2, so that the constructional column is poured at one time. By rotating the support unit 5, the support unit 5 is brought into contact with the stopper 4 on the outer side of the rotary die plate 31 to support the rotary die plate 31, and the rotary die plate 31 can effectively close the notch. Demolish the constructional column and pour the mould after the concrete reaches certain intensity, the constructional column is pour and is accomplished, need not carry out secondary manual work and pour and repair to the constructional column, has improved the efficiency of construction for the construction progress, and avoided secondary to pour and produced the construction joint, effectively improved the structural strength of constructional column.
Optionally, as shown in fig. 3, the top end of the rotary formwork 31 is provided with an overflow port 311, and the overflow port 311 is used for overflowing concrete. Through set up overflow mouth 311 at the top of rotatory template 31 to when rotatory template 31 rotated to its internal surface and the internal surface of fixed die plate 1 near the coplane position, the unnecessary concrete in holding chamber 2 can flow out through overflow mouth 311, thereby avoids the too much concrete that leads to the last time to holding the intracavity 2 and to rotate rotatory template 31 to the internal surface coplane department of fixed die plate 1 below its internal surface and the breach. Specifically, in the present embodiment, the rotary die plate 31, the overflow opening 311 is provided in the middle of the top end of the rotary die plate 31. The overflow opening 311 is a square with a side length of 50mm to 100mm, and specifically, in the present embodiment, the side length of the overflow opening 311 is 50 mm.
Optionally, as shown in fig. 1 to 3, the rotating template assembly 3 further includes a connecting template 32, the rotating template 31 can rotate relative to the connecting template 32, and the connecting template 32 is fixedly connected to the fixed template 1. The rotating template 31 is matched with the connecting template 32 to block the gap at the top end of the fixed template 1.
Alternatively, as shown in fig. 1 to 3, the connection template 32 includes a first connection portion 321 and a second connection portion 322, and the second connection portion 322 is fixedly connected to the first connection portion 321. The second connection portion 322 and the first connection portion 321 may be connected by a connector such as a screw, or may be integrally formed, specifically, in this embodiment, the second connection portion 322 and the first connection portion 321 are integrally formed. The first connecting portion 321 is hinged to the rotary die plate 31, specifically, in the present embodiment, the bottom end of the rotary die plate 31 is hinged to the top end of the first connecting portion 321, and when the rotary die plate 31 cooperates with the first connecting portion 321 to completely block the gap, the bottom surface of the rotary die plate 31 abuts against the upper surface of the first connecting portion 321, so as to avoid the existence of a gap between the rotary die plate 31 and the first connecting portion 321, which results in the existence of a protrusion on the surface of the construction column. The inner surface of the first connecting portion 321 is coplanar with the inner surface of the fixed die plate 1 therebelow, so that the unevenness of the surface of the constructional column caused by the non-coplanarity between the first connecting portion 321 and the fixed die plate 1 is avoided. The bottom surface of the first connecting portion 321 abuts against the upper surface of the fixed template 1 below the first connecting portion 321, so that the situation that the surface of the constructional column is raised due to a gap between the first connecting portion 321 and the fixed template 1 is avoided. The second connecting portion 322 is fixedly connected with the fixed die plate 1. The inner surface of the second connecting part 322 is attached to the outer surface of the fixed template 1, so that the second connecting part 322 is fixed to the fixed template 1 conveniently. The material of the rotating die plate assembly 3 can be selected as required, specifically, in this embodiment, the rotating die plate assembly 3 is made of an aluminum alloy material, the thicknesses of the rotating die plate 31, the first connecting portions 321 and the second connecting portions 322 are 10mm, the widths of the rotating die plate 31, the first connecting portions 321 and the second connecting portions 322 are 400mm, the heights of the first connecting portions 321 and the second connecting portions 322 are 150mm, and the height of the rotating die plate 31 is 200 mm. The rotary formwork component 3 can be suitable for constructional columns with various specifications and sizes with the width of 100mm-400mm, and can be used circularly.
Alternatively, as shown in fig. 3 to 5, the stoppers 4 are provided in plurality, the stoppers 4 are provided at intervals in a direction perpendicular to the rotation axis of the rotary die plate 31, and the support member 5 can abut against different stoppers 4. Specifically, in this embodiment, when the supporting component 5 abuts against the stopper 4 farthest from the rotation axis of the rotating mold plate 31, the rotating mold plate 31 is perpendicular to the fixed mold plate 1, and when the supporting component 5 abuts against the stopper 4 closest to the rotation axis of the rotating mold plate 31, the rotating mold plate 31 is parallel to the fixed mold plate 1, and at this time, the rotating mold plate 31 cooperates with the connecting mold plate 32 to complete the shielding of the notch. By sliding the support unit 5 so that the support unit 5 abuts against different stoppers 4, the rotary die plate 31 can be positioned at different positions. When concrete at the notch is poured, the rotating template 31 is rotated upwards by a certain angle, the supporting component 5 is abutted to the corresponding stop block 4, then certain concrete is poured into the accommodating cavity 2, then the rotating template 31 is continuously rotated upwards by a certain angle, the process is repeated until the inner surface of the rotating template 31 is coplanar with the inner surface of the fixed template 1 and the inner surface of the first connecting part 321, and at the moment, the rotating template 31 is matched with the connecting template 32 to completely shield the notch. Preferably, the stops 4 are spaced apart in a direction parallel to the axis of rotation of the rotating platen 31, the support assembly 5 being able to slide in a direction parallel to the axis of rotation of the rotating platen 31 to abut against the different stops 4. Specifically, in the present embodiment, the stoppers 4 are provided in five, and the distance from the left to the right of the five stoppers 4 from the rotation axis of the rotary die plate 31 is continuously decreased. Through setting up dog 4 along the direction interval that is on a parallel with rotatory template 31 axis of rotation, make a plurality of dogs 4 each other not shelter from, through making supporting component 5 can slide along the direction that is on a parallel with rotatory template 31 axis of rotation, make things convenient for supporting component 5 and different dog 4 butt.
Optionally, the support assembly 5 comprises a turning rod 51 and a support rod 52. The rotating lever 51 is provided on the first connecting portion 321, and the rotating lever 51 is slidable in a direction parallel to the rotation axis of the rotary die plate 31 and is rotatable relative to the connecting die plate 32 about an axis parallel to the rotation axis of the rotary die plate 31. The support rod 52 is perpendicular to the pivot rod 51, and one end of the support rod 52 is fixed to the pivot rod 51 and the other end thereof can abut against the stopper 4. The material and length of the rotating rod 51 and the supporting rod 52 can be selected according to the requirement, and specifically, in the present embodiment, the rotating rod 51 and the supporting rod 52 are both aluminum alloy round tubes.
Optionally, the constructional column casting mold further includes two hinge rings 6, and at least two hinge rings 6 are fixedly arranged on the outer surface of the first connecting portion 321 at intervals along the length direction of the rotating rod 51, specifically, in this embodiment, two hinge rings 6 are provided. The rotating rod 51 is arranged in the hinge ring 6 in a penetrating way. Through wearing to establish dwang 51 in hinge 6, make dwang 51 can enough rotate for first connecting portion 321 around the axis that is on a parallel with rotatory template 31 axis of rotation to realize bracing piece 52 and dog 4 butt through rotatory dwang 51, can follow the direction that is on a parallel with rotatory template 31 axis of rotation again and slide, thereby realize bracing piece 52 and the dog 4 butt of difference.
Optionally, the construction column casting mould further comprises a counter-pull assembly 7. The split assembly 7 includes a vertical rib 71, a fastening strut 72, and a split bolt 73. The vertical ribs 71 are arranged on the outer side of the fixed template 1 and used for supporting the fixed template 1, so that the structural strength of the fixed template 1 is improved, and the problem that the pouring quality of the constructional column is influenced by bending and breaking of the fixed template 1 in the pouring process of the constructional column is avoided. Specifically, in the present embodiment, the vertical ribs 71 are made of wood. The fastening pressure lever 72 is arranged outside the vertical rib 71 and forms an included angle with the vertical rib 71. Specifically, in the present embodiment, the fastening struts 72 are perpendicular to the vertical ribs 71, and the fastening struts 72 are made of steel pipes. The fixed die plate 1 is made of a multi-layered die plate. The split bolt 73 penetrates through the two opposite fixed templates 1, and two ends of the split bolt 73 respectively act on the fastening pressure rods 72 on the outer sides of the two opposite fixed templates 1, so that the fastening pressure rods 72 drive the vertical ribs 71 to abut against the fixed templates 1. Through two fixed formworks 1 of two fixed mode that the split bolt 73 fixed set up relatively, make fixed mode 1 can cooperate the wall body to form the constructional column and pour required chamber 2 that holds.
Optionally, at least part of the inner surface of the vertical rib 71 is attached to the outer surface of the second connection portion 322, and the fastening strut 72 drives the vertical rib 71 to fasten the second connection portion 322 to the fixed form 1. The second connection portion 322 is fastened to the fixed die plate 1 by the vertical rib 71, and the second connection portion 322 is fixed to the fixed die plate 1. Further, in order to make the connection between the second connection portion 322 and the fixed form 1 more stable, a connection hole is formed in the second connection portion 322, and the split bolt 73 passes through the connection hole in the second connection portion 322, in other embodiments, a fastening member or the like may be used to fix the second connection portion 322 on the fixed form 1.
The working principle is as follows:
the constructional column casting mould provided by the embodiment is firstly built by using the fixed formwork 1, the rotating formwork assembly 3, the supporting assembly 5 and the opposite pulling assembly 7. The supporting rod 52 is abutted against the stop block 4 which is closest to the rotating axis of the rotating template 31, the rotating template 31 is perpendicular to the fixed template 1 at the moment, then concrete is poured into the accommodating cavity 2, after the concrete pouring below the notch is finished, the rotating template 31 is rotated upwards for a certain angle, the supporting rod 52 is abutted against the corresponding stop block 4, then certain concrete is poured into the accommodating cavity 2, then the rotating template 31 is continuously rotated upwards for a certain angle, the process is repeated until the inner surface of the rotating template 31 is coplanar with the inner surface of the fixed template 1 and the inner surface of the first connecting portion 321, the rotating template 31 is matched with the connecting template 32 to completely shield the notch, the concrete can be completely filled in the accommodating cavity 2, and the constructional column is poured at one time. And (5) removing the constructional column pouring mold after the concrete reaches a certain strength, and finishing the constructional column pouring.
It is obvious that the above embodiments of the present invention are only examples for clearly illustrating the present invention, and are not intended to limit the embodiments of the present invention. Numerous obvious variations, rearrangements and substitutions will now occur to those skilled in the art without departing from the scope of the invention. And are neither required nor exhaustive of all embodiments. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.
Claims (10)
1. The utility model provides a constructional column pouring mould which characterized in that includes:
the fixing formwork (1) is matched with a wall body to form an accommodating cavity (2), a notch is formed in the top end of one fixing formwork (1), and concrete is poured into the accommodating cavity (2) through the notch;
the rotating template assembly (3) can block the gap, the rotating template assembly (3) comprises a rotating template (31) which is arranged in a rotating mode, and the rotating template (31) can rotate to the position where the inner surface of the rotating template is coplanar with the inner surface of the fixed template (1) below the gap so as to block at least the top end part of the gap;
a stopper (4) fixed to the outside of the rotary die plate (31);
and the supporting component (5) can rotate relative to the fixed template (1), and the supporting component (5) can be abutted against the stop block (4) so that the rotating template (31) blocks the notch.
2. Constructional column casting mould as claimed in claim 1, wherein said stop blocks (4) are provided in plurality, said stop blocks (4) being spaced apart in a direction perpendicular to the axis of rotation of said rotary formwork (31), said support assembly (5) being capable of abutting against different said stop blocks (4).
3. Construction column casting mould according to claim 2, characterized in that said stops (4) are spaced apart in a direction parallel to the rotation axis of said rotating template (31), said support assembly (5) being slidable in a direction parallel to the rotation axis of said rotating template (31) to abut different said stops (4).
4. The constructional column casting mould as recited in claim 1 wherein the top end of the rotary formwork (31) is provided with an overflow port (311), the overflow port (311) being used for overflowing the concrete.
5. Constructional column casting mould as claimed in claim 4, wherein the rotating formwork assembly (3) further comprises a connecting formwork (32), the connecting formwork (32) being fixedly connected with the fixed formwork (1), the rotating formwork (31) being rotatably connected with the connecting formwork (32).
6. The constructional column casting mould as recited in claim 5, wherein the connecting template (32) comprises:
the first connecting part (321) is hinged with the rotating template (31), the inner surface of the first connecting part (321) is coplanar with the inner surface of the fixed template (1) below the first connecting part, and the bottom surface of the first connecting part (321) is abutted with the upper surface of the fixed template (1) below the first connecting part;
the inner surface of the second connecting part (322) is attached to the outer surface of the fixed template (1), and the second connecting part (322) is fixedly connected with the first connecting part (321) and the second connecting part (322) is fixedly connected with the fixed template (1).
7. Construction column casting mould according to claim 6, characterized in that the support assembly (5) comprises:
a rotating lever (51) provided on the first connecting portion (321), the rotating lever (51) being slidable in a direction parallel to a rotation axis of the rotary die plate (31) and rotatable relative to the connecting die plate (32) about an axis parallel to the rotation axis of the rotary die plate (31);
the supporting rod (52) is perpendicular to the rotating rod (51), one end of the supporting rod (52) is fixed on the rotating rod (51), and the other end of the supporting rod can be abutted to the stop block (4).
8. The constructional column pouring mold as claimed in claim 7, further comprising hinge rings (6), wherein at least two hinge rings (6) are fixedly arranged on the outer surface of the first connecting portion (321) at intervals along the length direction of the rotating rod (51), and the rotating rod (51) is arranged in the hinge rings (6) in a penetrating manner.
9. The constructional column casting mould as claimed in claim 8, further comprising a counter-pull assembly (7), the counter-pull assembly (7) comprising:
a vertical rib (71) provided outside the fixed die plate (1) for supporting the fixed die plate (1);
the fastening pressure lever (72) is arranged outside the vertical rib (71) and forms an included angle with the vertical rib (71);
the split bolt (73) penetrates through the two opposite fixed templates (1), and two ends of the split bolt (73) respectively act on the fastening pressure rods (72) on the outer sides of the two opposite fixed templates (1) so that the fastening pressure rods (72) drive the vertical ribs (71) to abut against the fixed templates (1).
10. The constructional column casting mould as recited in claim 9, wherein at least part of the inner surface of the vertical rib (71) is in contact with the outer surface of the second connecting part (322), and the fastening strut (72) drives the vertical rib (71) to fasten the second connecting part (322) on the fixed formwork (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120199347.9U CN214739885U (en) | 2021-01-25 | 2021-01-25 | Constructional column pouring mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120199347.9U CN214739885U (en) | 2021-01-25 | 2021-01-25 | Constructional column pouring mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214739885U true CN214739885U (en) | 2021-11-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120199347.9U Active CN214739885U (en) | 2021-01-25 | 2021-01-25 | Constructional column pouring mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214739885U (en) |
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2021
- 2021-01-25 CN CN202120199347.9U patent/CN214739885U/en active Active
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