CN213999890U - Special-shaped pile forming area and special-shaped pile mold set thereof - Google Patents
Special-shaped pile forming area and special-shaped pile mold set thereof Download PDFInfo
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- CN213999890U CN213999890U CN202022511279.3U CN202022511279U CN213999890U CN 213999890 U CN213999890 U CN 213999890U CN 202022511279 U CN202022511279 U CN 202022511279U CN 213999890 U CN213999890 U CN 213999890U
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Abstract
The utility model discloses a heterotypic stake shaping district and heterotypic stake mould group thereof. A plurality of special-shaped pile mould groups are arranged in sequence along the transverse direction to form a special-shaped pile forming area, and each special-shaped pile mould group comprises at least two special-shaped pile moulds which are arranged in sequence along the transverse direction. The special-shaped pile moulds comprise coarse mould cavity sections and fine mould cavity sections which are alternately distributed along the longitudinal direction, wherein the adjacent special-shaped pile moulds are connected and fixed by a rigid part at least at the position of the fine mould cavity sections; at least one transverse end of the special-shaped pile die set is provided with a longitudinally continuous rigid reinforcing rib. The special-shaped pile forming die set, namely the mould arranging set, can synchronously distribute a plurality of materials at a time, and has high efficiency; the raw materials can be steamed in situ, so that the lifting times are reduced, and the occurrence times of production accidents are reduced; meanwhile, the rigid reinforcing ribs are arranged at the transverse end parts of the special-shaped pile mould set, so that the supporting strength of the transverse end parts of the special-shaped pile mould can be enhanced, the deformation is prevented, and the material waste can be avoided.
Description
Technical Field
The utility model relates to a civil engineering technical field, in particular to abnormal shape stake shaping district and abnormal shape stake mould group for making precast pile.
Background
The precast pile is a building member which is precast and formed by using a mold in a factory or a construction site. As one of the precast piles, the special-shaped pile has been widely used in pile foundation engineering because the concave-convex pile body thereof increases the specific surface area (mainly increases the end bearing force in the side friction force technology) and the bearing capacity and the uplift resistance of the precast pile are improved in a manner of increasing the friction force between the pile body and the surrounding soil. However, the shape change correspondingly brings the shape change of the precast pile mould, and therefore new tests and requirements are put on the special-shaped pile mould.
The existing special-shaped pile mold is a single-strip double-layer rigid special-shaped pile mold, the mold is high in structural strength and not prone to deformation in a tension force bearing state, but the mold only has one mold cavity and only can be used for manufacturing one pile at a time, so that normal production can be maintained by large-batch molds, and the special-shaped pile mold needs to be lifted to a corresponding station for multiple times in the production process, such as tensioning, steam curing and the like. Therefore, the special-shaped pile die with a single die cavity is high in input cost and low in production efficiency.
SUMMERY OF THE UTILITY MODEL
To the problem that current abnormal shape stake mould production efficiency is low, the utility model provides an abnormal shape stake shaping district and abnormal shape stake mould group thereof.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a heterotypic pile die group, heterotypic pile die group includes two at least heterotypic pile dies along transversely arranging in proper order, heterotypic pile die includes along vertical alternately distributed's thick die cavity section and thin die cavity section, wherein:
the cross section of each special-shaped pile mould is polygonal, and the adjacent special-shaped pile moulds are connected and fixed at least at the position of the fine mould cavity section by a rigid part;
and at least one transverse end of the special-shaped pile mould set is provided with a longitudinally continuous rigid reinforcing rib.
The special-shaped pile mould group, namely the mould arranging group, can synchronously distribute a plurality of materials at a time, and has high efficiency; the raw materials can be steamed in situ, so that the lifting times are reduced, and the occurrence times of production accidents are reduced; meanwhile, the special-shaped pile mould group provided by the utility model is provided with a longitudinally continuous rigid reinforcing rib at least at one transverse end, and the structural strength of the transverse end part of the special-shaped pile mould group is enhanced on the basis that two adjacent special-shaped pile moulds are connected and fixed by a rigid part; under the tension state, due to the existence of the rigid reinforcing rib, the structural strength of the transverse end part of the special-shaped pile die set is enhanced, and the size of the die cavity of the special-shaped pile die on the two sides of the die set is ensured, so that the structural stability of the special-shaped pile die set is ensured.
In the special-shaped pile mould set, the rigid reinforcing ribs are respectively arranged at the two transverse ends of the special-shaped pile mould set, the height position difference of the two rigid reinforcing ribs respectively positioned at the two transverse ends of the special-shaped pile mould set is more than or equal to the vertical thickness of the single rigid reinforcing rib, or the two rigid reinforcing ribs respectively positioned at the two transverse ends of the special-shaped pile mould set are positioned at the same horizontal height.
In the special-shaped pile mould set, the rigid reinforcing rib is of an inclined plate structure, one end of the inclined plate structure is connected with the transverse end part of the special-shaped pile mould set, and the other end of the inclined plate structure inclines upwards towards the direction far away from the transverse end part of the special-shaped pile mould set.
In the special-shaped pile die set, the rigid reinforcing rib is of a material collecting groove structure.
In the special-shaped pile mould set, the rigid reinforcing ribs and the transverse end parts of the special-shaped pile mould set are detachably connected or welded and fixed.
In the special-shaped pile die set, the rigid reinforcing ribs are formed by alternately forming a first rib section with a first width value and a second rib section with a second width value along the longitudinal direction, wherein the first rib section is transversely aligned with the coarse die cavity section, the second rib section is transversely aligned with the fine die cavity section, and the first width value is smaller than the second width value;
in the special-shaped pile mould group, the rigid part is positioned at the top of the special-shaped pile mould;
in the special-shaped pile mould group, a transverse gap is formed between every two adjacent special-shaped pile moulds, and the width value of the transverse gap is gradually increased from top to bottom or keeps the same.
In the special-shaped pile mould set, the longitudinal end parts of the special-shaped pile mould set are respectively provided with an end plate fixedly connected with the special-shaped pile mould set, the end plates are provided with a plurality of openings, and the plurality of openings are in one-to-one correspondence with the ports of the special-shaped pile moulds in the special-shaped pile mould set.
The special-shaped pile forming area comprises at least two special-shaped pile mould groups which are arranged in sequence along the transverse direction, wherein each special-shaped pile mould group is the above special-shaped pile mould group.
In the above-mentioned heterotypic pile shaping district, two of the heterotypic pile mould group that adjacent arranged are called first heterotypic pile mould group and second heterotypic pile mould group respectively, wherein:
the rigid reinforcing rib close to the second special-shaped pile mould set on the first special-shaped pile mould set is a horizontally arranged first rigid reinforcing rib;
the rigid reinforcing ribs on the second special-shaped pile mould set, which are close to the first special-shaped pile mould set, are horizontally arranged second rigid reinforcing ribs;
the first rigid reinforcing rib and the second rigid reinforcing rib have the same horizontal width and are arranged in a staggered manner in the height direction.
In the special-shaped pile forming area, the rigid reinforcing ribs on two sides of the first special-shaped pile die set are horizontally arranged and are positioned at a first horizontal height;
the rigid reinforcing ribs on the two sides of the second special-shaped pile mould set are horizontally arranged and are positioned at a second horizontal height;
the first level is greater than the second level.
In the above-mentioned heterotypic pile shaping district, two of the heterotypic pile mould group that adjacent arranged are called first heterotypic pile mould group and second heterotypic pile mould group respectively, wherein: the rigid reinforcing rib on the first special-shaped pile mould group, which is close to the second special-shaped pile mould group, is a fifth rigid reinforcing rib which is horizontally arranged; and the fifth rigid reinforcing rib is abutted against one transverse end opposite to the second special-shaped pile mould group.
According to the technical scheme, in the special-shaped pile forming area containing the special-shaped pile mould groups, the rigid reinforcing ribs arranged up and down between two adjacent special-shaped pile mould groups can save the occupied space of the mould groups; when in demoulding, two adjacent mould groups have the function of mutual restriction; the supporting strength of the transverse end part of the special-shaped pile mould set can be enhanced through the rigid reinforcing rib, the special-shaped pile mould set is prevented from deforming under the action of tensile force, and the rigid reinforcing rib is positioned on the upper part of the outer side of the transverse end part of the special-shaped pile mould set, so that concrete can be prevented from falling into gaps between the special-shaped pile mould set, and material waste is avoided.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of a special-shaped pile forming area according to a second embodiment of the present invention;
fig. 2 is a schematic separated cross-sectional view of two adjacent special-shaped pile mold sets in a special-shaped pile forming area according to a second embodiment of the present invention;
fig. 3 is a schematic sectional view illustrating an assembly of two adjacent special-shaped pile mold sets in a special-shaped pile forming region according to a second embodiment of the present invention;
fig. 4 is a schematic separation cross-sectional view of two adjacent special-shaped pile mold sets in a special-shaped pile forming area according to a third embodiment of the present invention;
fig. 5 is a schematic sectional view illustrating an assembly of two adjacent special-shaped pile mold sets in a special-shaped pile forming region according to a third embodiment of the present invention;
fig. 6 is a schematic sectional view illustrating an assembly of two adjacent special-shaped pile mold sets in a special-shaped pile forming region according to a fourth embodiment of the present invention;
fig. 7 is an assembly cross-sectional view of two adjacent special-shaped pile mold sets in a special-shaped pile forming area according to a fifth embodiment of the present invention;
fig. 8 is an assembly cross-sectional view of two adjacent special-shaped pile mold sets in the special-shaped pile forming region according to the sixth embodiment of the present invention. Wherein:
1-a first special-shaped pile mould group, 2-a second special-shaped pile mould group,
11-a first stiffening rib, 21-a second stiffening rib,
12-a third rigid stiffening rib, 22-a fourth rigid stiffening rib,
31-a fifth rigid stiffening rib,
100-special-shaped pile mould, 101-rigid part, 103-end plate,
1001-coarse cavity section, 1002-fine cavity section.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
First, it should be noted that, herein, the length direction of the special-shaped pile mold is defined as a longitudinal direction, and the width direction of the special-shaped pile mold is defined as a transverse direction.
First embodiment
The utility model discloses a first concrete embodiment provides a heterotypic stake mould group can be used for making heterotypic stake.
The special-shaped pile forming area comprises a plurality of (at least two) special-shaped pile mould groups, each special-shaped pile mould group comprises a plurality of (at least two) special-shaped pile moulds which are arranged in sequence along the transverse direction, and a mould cavity of each special-shaped pile mould can be used for manufacturing a special-shaped pile.
The top of each special-shaped pile mold is open, the cross section of each special-shaped pile mold is polygonal (preferably U-shaped), and each special-shaped pile mold comprises coarse mold cavity sections and fine mold cavity sections which are alternately distributed along the longitudinal direction (the cross section area of each coarse mold cavity section is larger than that of each fine mold cavity section). The special-shaped pile mould set can be used independently and is used for manufacturing a certain number of precast piles in batches; and the special-shaped pile mould groups can also be arranged in sequence along the transverse direction to form a special-shaped pile forming area for manufacturing a larger number of precast piles in batches.
Second embodiment
The utility model discloses the second concrete implementation provides a heterotypic stake shaping district.
Referring to fig. 1 to 4, fig. 1 is a schematic structural view of a special-shaped pile forming area according to a second embodiment of the present invention; fig. 2 is a schematic separated cross-sectional view of two adjacent special-shaped pile mold sets in a special-shaped pile forming area according to a second embodiment of the present invention; fig. 3 is an assembly cross-sectional view of two adjacent special-shaped pile mold sets in the special-shaped pile forming area according to the second embodiment of the present invention.
The same as the first embodiment, the utility model discloses the heterotypic stake shaping district that the second concrete implementation provided includes a plurality of (at least two) heterotypic stake mould group along transversely arranging in proper order, and every heterotypic stake mould group includes respectively a plurality of (at least two) heterotypic stake mould 100 along transversely arranging in proper order, and every heterotypic stake mould 100 includes along vertical alternate distribution's thick die cavity section 1001 and thin die cavity section 1002 (the sectional area of thick die cavity section 1001 is greater than the sectional area of thin die cavity section 1002). The special-shaped pile mould set can be used independently and is used for manufacturing a certain number of precast piles in batches, and each special-shaped pile mould 100 can be used for manufacturing one precast pile; and the special-shaped pile mould groups can also be arranged in sequence along the transverse direction to form a special-shaped pile forming area for manufacturing a larger number of precast piles in batches.
Further, in each special-shaped pile mold group of the special-shaped pile forming area, the cross section of each special-shaped pile mold 100 is polygonal (preferably U-shaped), and two adjacent special-shaped pile molds 100 are connected and fixed by the rigid member 101 at least at the position of the thin mold cavity section 1002; at least one transverse end of each special-shaped pile die set is provided with a longitudinally continuous rigid reinforcing rib. The rigidity reinforcing rib can strengthen the supporting strength of the transverse end part of the special-shaped pile mould set, prevent the special-shaped pile mould set from deforming under the action of tensile force, and can prevent concrete from falling into a gap between the special-shaped pile mould set and avoid material waste because the rigidity reinforcing rib is positioned on the upper part of the outer side of the transverse end part of the special-shaped pile mould set.
Specifically, referring to fig. 1 to 3, in the profiled pile forming area, two profiled pile mold sets adjacently arranged are respectively referred to as a first profiled pile mold set 1 and a second profiled pile mold set 2. Wherein: on the first special-shaped pile mould set 1, the rigid reinforcing rib close to the second special-shaped pile mould set 2 is a horizontally arranged first rigid reinforcing rib 11; on the second special-shaped pile mould set 2, the rigid reinforcing rib close to the first special-shaped pile mould set 1 is a second rigid reinforcing rib 21 which is horizontally arranged; the first and second rigid reinforcing ribs 11 and 21 are equal in horizontal width and are staggered in the height direction.
Specifically, referring to fig. 2, two horizontal rigid reinforcing ribs are respectively disposed at two ends of each profiled pile die set, the two rigid reinforcing ribs are respectively located at a first horizontal height and a second horizontal height, and a horizontal height difference between the first horizontal height and the second horizontal height is greater than or equal to a vertical thickness of a single rigid reinforcing rib.
For example, the rigid reinforcing rib on the right side of the first special-shaped pile mould group 1 is a first rigid reinforcing rib 11, and the rigid reinforcing rib on the left side is a third rigid reinforcing rib 12; the rigid reinforcing rib on the left side of the second special-shaped pile mould group 2 is a second rigid reinforcing rib 21, and the rigid reinforcing rib on the right side is a fourth rigid reinforcing rib 22. The first rigid reinforcing rib 11 and the fourth rigid reinforcing rib 22 are located at the same horizontal height, the third rigid reinforcing rib 12 and the second rigid reinforcing rib 21 are located at the same horizontal height, the height difference between the first rigid reinforcing rib 11 and the third rigid reinforcing rib 12 is equal to the height difference between the fourth rigid reinforcing rib 22 and the second rigid reinforcing rib 21, and the height difference is larger than or equal to the vertical thickness of a single rigid reinforcing rib, so that the rigid reinforcing ribs between two adjacent special-shaped pile mold groups are arranged in a staggered mode in the height direction.
Therefore, the rigid reinforcing ribs on the two sides of the special-shaped pile die set can play the following roles:
firstly, between two adjacent special-shaped pile mould sets, through rigid reinforcing ribs, the special-shaped pile mould sets can be rigidly supported, the deformation of side plates of the special-shaped pile mould sets is avoided, and material waste caused by the fact that materials fall into gaps can be avoided;
rigid reinforcing ribs are arranged between two adjacent special-shaped pile mould sets in a vertically staggered mode, so that the occupied space of the special-shaped pile mould sets can be saved, the two adjacent special-shaped pile mould sets can be mutually restricted during demoulding, the special-shaped pile mould is prevented from moving upwards when the precast pile is demoulded, and in addition, the special-shaped pile mould sets can be fixed on a mould table or cannot move along with the mould table by means of dead weight;
and thirdly, the plurality of special-shaped pile mould groups can be sequentially arranged in the same positioning mode through the rigid reinforcing ribs on the two sides of the special-shaped pile mould group, so that the special-shaped pile mould group can be conveniently assembled and positioned.
Specifically, in the special-shaped pile die set:
the rigid reinforcing rib and the transverse end part of the special-shaped pile die set are detachably connected or welded and fixed;
and/or the rigid reinforcing ribs alternate longitudinally forming first rib segments having a first width value and second rib segments having a second width value, wherein the first rib segments are laterally aligned with the coarse cavity segments 1001 and the second rib segments are laterally aligned with the fine cavity segments 1002, the first width value being less than the second width value;
and/or the rigid part 101 is positioned at the top of the profiled pile mould 100;
and/or, a transverse gap is formed between adjacent profiled pile moulds 100, and the width value of the transverse gap is gradually increased or kept the same from top to bottom.
Specifically, referring to fig. 1 and fig. 2, each special-shaped pile mold group is further provided with a plurality of rigid spacers. The rigid spacer includes a horizontal barrier and a plurality of vertical barriers. Wherein:
the plurality of vertical blocking pieces are arranged side by side along the length direction of the horizontal blocking piece and are respectively connected and fixed with the horizontal blocking piece;
the gap distance between adjacent vertical baffles is equal to the width of a single profiled pile mold 100;
the height of each vertical barrier piece is smaller than or equal to that of the special-shaped pile mould.
When the pile mould is used, the rigid separation support is used for being sleeved on the outer side below the special-shaped pile mould set, so that the overall strength of the special-shaped pile mould set is enhanced, and the one-to-one reinforcing effect on each special-shaped pile mould can be achieved.
Specifically, the bottom of rigid spacer still is provided with the joint groove for carry out the block with the longeron in precast pile shaping district.
Specifically, referring to fig. 1 and fig. 2, an end plate 103 connected and fixed to a longitudinal end of each special-shaped pile mold group is respectively disposed at a longitudinal end of each special-shaped pile mold group, and a plurality of openings are disposed on the end plate 103, and correspond to ports of a plurality of special-shaped pile molds in the special-shaped pile mold group one to one.
Third embodiment
Referring to fig. 4 and 5, fig. 4 is a schematic separated cross-sectional view of two adjacent special-shaped pile mold sets in a special-shaped pile forming area according to a third embodiment of the present invention; fig. 5 is an assembly cross-sectional view of two adjacent special-shaped pile mold sets in the special-shaped pile forming region according to the third embodiment of the present invention.
The utility model discloses the third concrete implementation provides a heterotypic stake shaping district, its with the utility model discloses the difference in the heterotypic stake shaping district that provides in the second concrete implementation only lies in: the special-shaped pile mould is respectively positioned at two rigid reinforcing ribs at the two transverse ends of the special-shaped pile mould group and positioned at the same horizontal height. The method specifically comprises the following steps: the rigid reinforcing ribs on the two sides of the first special-shaped pile mould group 1 are horizontally arranged and are all located at the same horizontal height, for example, the rigid reinforcing ribs are all located at the first horizontal height;
the rigid reinforcing ribs on the two sides of the second special-shaped pile mould group 2 are horizontally arranged and are all located at the same horizontal height, for example, the rigid reinforcing ribs are all located at a second horizontal height;
the difference in level between the first level and the second level is greater than or equal to the vertical thickness of the single rigid reinforcing rib.
For example, referring to fig. 4 and 5, the stiffening ribs on both sides of the first special-shaped pile-mold group 1 are a first stiffening rib 11 and a third stiffening rib 12, respectively, and the stiffening ribs on both sides of the second special-shaped pile-mold group 2 are a second stiffening rib 21 and a fourth stiffening rib 22, respectively. The first rigid reinforcing rib 11 and the third rigid reinforcing rib 12 are located at the same horizontal height, the second rigid reinforcing rib 21 and the fourth rigid reinforcing rib 22 are located at the same horizontal height, the height of the horizontal plane where the first rigid reinforcing rib 11 is located is larger than the height of the horizontal plane where the second rigid reinforcing rib 21 is located, and the height difference is larger than or equal to the vertical thickness of a single rigid reinforcing rib.
The utility model discloses the rigidity stiffening rib that sets up on the heterotypic stake mould group in the heterotypic stake shaping district that provides in the third concrete implementation can realize the effect in above-mentioned second concrete implementation (r) ((r)).
Fourth embodiment
Referring to fig. 6, fig. 6 is a schematic sectional view illustrating an assembly of two adjacent special-shaped pile mold sets in a special-shaped pile forming region according to a fourth embodiment of the present invention.
The utility model discloses the fourth concrete implementation provides an abnormal shape stake shaping district, its with the utility model discloses the difference in the abnormal shape stake shaping district that provides in the second concrete implementation only lies in: the rigid reinforcing rib is of an inclined plate structure, one end of the inclined plate structure is connected with the side plate of the special-shaped pile mould set, and the other end of the inclined plate structure inclines upwards towards the direction far away from the side plate of the special-shaped pile mould set; the two rigid reinforcing ribs respectively positioned at the two transverse ends of the special-shaped pile die set are positioned at the same horizontal height.
Specifically, referring to fig. 6, the rigid reinforcing ribs on two sides of the first special-shaped pile mold group 1 are respectively a first rigid reinforcing rib 11 and a third rigid reinforcing rib 12 of a swash plate structure, and the rigid reinforcing ribs on two sides of the second special-shaped pile mold group 2 are respectively a second rigid reinforcing rib 21 and a fourth rigid reinforcing rib 22 of a swash plate structure. In the production process, the operations such as strickling can be respectively carried out on the materials in each special-shaped pile die set.
Preferably, each rigid reinforcing rib is detachably connected with the side plate of the special-shaped pile mould group connected with the rigid reinforcing rib.
The utility model discloses the rigidity stiffening rib of heterotypic pile mould group both sides in the heterotypic pile shaping district that provides in the fourth concrete implementation can play the effect of rigid support to heterotypic pile mould group equally, avoids heterotypic pile mould group curb plate to warp, can avoid the material to drop to causing the material extravagant in the clearance moreover.
Fifth embodiment
Referring to fig. 7, fig. 7 is a schematic sectional view illustrating an assembly of two adjacent special-shaped pile mold sets in a special-shaped pile forming region according to a fifth embodiment of the present invention.
The utility model discloses heterotypic stake shaping district that fifth embodiment provided, it with the utility model discloses the difference in heterotypic stake shaping district that provides in the second concrete implementation only lies in: the rigid reinforcing rib is of a material collecting groove structure, and preferably, the section of the material collecting groove structure is rectangular; the two rigid reinforcing ribs respectively positioned at the two transverse ends of the special-shaped pile die set are positioned at the same horizontal height.
Specifically, referring to fig. 7, the rigid reinforcing ribs on two sides of the first special-shaped pile mold group 1 are respectively a first rigid reinforcing rib 11 and a third rigid reinforcing rib 12 of the trough structure, and the rigid reinforcing ribs on two sides of the second special-shaped pile mold group 2 are respectively a second rigid reinforcing rib 21 and a fourth rigid reinforcing rib 22 of the trough structure.
Sixth embodiment
Please refer to fig. 8, fig. 8 is a schematic sectional view illustrating an assembly of two adjacent special-shaped pile mold sets in a special-shaped pile forming region according to a sixth embodiment of the present invention.
The utility model discloses heterotypic stake shaping district that sixth embodiment provided, it with the utility model discloses the difference in heterotypic stake shaping district that provides in the fifth concrete implementation only lies in: each rigid reinforcing rib is detachably connected with the side plate of the special-shaped pile mould group connected with the rigid reinforcing rib, so that in the using process:
the second rigid reinforcing rib 21 on the second special-shaped pile mould group 2 can be removed, so that the adjacent special-shaped pile mould groups can share one rigid reinforcing rib of a trough collecting structure, which is called as a fifth rigid reinforcing rib 31 (specifically, a first rigid reinforcing rib 11), and the fifth rigid reinforcing rib 31 is abutted against the second special-shaped pile mould group 2, so that the floor area is saved;
or, the first rigid reinforcing rib 11 on the first special-shaped pile mould set 1 is removed, so that the adjacent special-shaped pile mould sets can share one rigid reinforcing rib of the trough collecting structure, which is called as a fifth rigid reinforcing rib 31 (specifically, a second rigid reinforcing rib 21), and the fifth rigid reinforcing rib 31 abuts against the first special-shaped pile mould set 1, so that the floor area is saved.
The utility model discloses the rigidity stiffening rib of heterotypic pile mould group both sides in the heterotypic pile shaping district that provides in fifth embodiment and the sixth embodiment can play the effect of rigid support to heterotypic pile mould group equally, avoids heterotypic pile mould group curb plate to warp, can avoid the material to drop to causing the material waste in the clearance moreover.
Finally, it should also be noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (10)
1. The utility model provides a heterotypic pile mould group, its characterized in that, heterotypic pile mould group includes two at least heterotypic pile moulds (100) of arranging in proper order along horizontal, heterotypic pile mould (100) include along vertical alternately distributed thick die cavity section (1001) and thin die cavity section (1002), wherein:
the cross section of each special-shaped pile mould (100) is polygonal, and the adjacent special-shaped pile moulds (100) are connected and fixed by a rigid part (101) at least at the position of the fine mould cavity section (1002);
and at least one transverse end of the special-shaped pile mould set is provided with a longitudinally continuous rigid reinforcing rib.
2. The special-shaped pile die set according to claim 1, wherein the rigid reinforcing ribs are respectively arranged at the two transverse ends of the special-shaped pile die set, and the height position difference of the two rigid reinforcing ribs respectively arranged at the two transverse ends of the special-shaped pile die set is greater than or equal to the vertical thickness of a single rigid reinforcing rib, or the two rigid reinforcing ribs respectively arranged at the two transverse ends of the special-shaped pile die set are arranged at the same horizontal height.
3. The profiled pile die set according to claim 1, wherein the rigid reinforcing rib is a sloping plate structure, one end of the sloping plate structure is connected with the transverse end of the profiled pile die set, and the other end of the sloping plate structure is inclined upwards in a direction away from the transverse end of the profiled pile die set.
4. The profiled pile die set of claim 1 wherein the rigid reinforcing rib is a trough structure.
5. The profiled pile die set according to any one of claims 2 to 4, wherein the rigid reinforcing rib and the transverse end of the profiled pile die set are detachably connected or fixedly welded;
and/or the rigid reinforcing rib longitudinally alternates between a first rib segment having a first width value and a second rib segment having a second width value, wherein the first rib segment and the coarse cavity segment (1001) are laterally aligned and the second rib segment and the fine cavity segment (1002) are laterally aligned, the first width value being less than the second width value;
and/or the rigid part (101) is positioned at the top of the profiled pile mould (100);
and/or a transverse gap is formed between the adjacent special-shaped pile moulds (100), and the width value of the transverse gap is gradually increased or kept the same from top to bottom.
6. The special-shaped pile die set according to claim 1, wherein the longitudinal ends of the special-shaped pile die set are respectively provided with an end plate (103) fixedly connected with the end plate, the end plate (103) is provided with a plurality of openings, and the plurality of openings correspond to the ports of the plurality of special-shaped pile dies in the special-shaped pile die set one by one.
7. A profiled pile forming section comprising at least two profiled pile mould sets arranged in series in the transverse direction, each profiled pile mould set being as defined in any one of claims 1 to 6.
8. Profiled pile forming area according to claim 7, characterized in that two profiled pile mould sets arranged adjacently are respectively called a first profiled pile mould set (1) and a second profiled pile mould set (2), wherein:
the rigid reinforcing rib close to the second special-shaped pile mould set (2) on the first special-shaped pile mould set (1) is a first rigid reinforcing rib (11) which is horizontally arranged;
the rigid reinforcing rib close to the first special-shaped pile mould set (1) on the second special-shaped pile mould set (2) is a second rigid reinforcing rib (21) which is horizontally arranged;
the first rigid reinforcing rib (11) and the second rigid reinforcing rib (21) have the same horizontal width and are arranged in a staggered manner in the height direction.
9. The profiled pile forming area according to claim 8, characterized in that the rigid reinforcing ribs on both sides of the first profiled pile die set (1) are horizontally arranged and are located at a first horizontal height;
the rigid reinforcing ribs on two sides of the second special-shaped pile mould set (2) are horizontally arranged and are positioned at a second horizontal height;
the first level is greater than the second level.
10. Profiled pile forming area according to claim 7, characterized in that two profiled pile mould sets arranged adjacently are respectively called a first profiled pile mould set (1) and a second profiled pile mould set (2), wherein: the rigid reinforcing rib on the first special-shaped pile mould group (1) close to the second special-shaped pile mould group (2) is a fifth rigid reinforcing rib (31) which is horizontally arranged; the fifth rigid reinforcing rib (31) is abutted against one transverse end opposite to the second special-shaped pile die set (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022511279.3U CN213999890U (en) | 2020-11-03 | 2020-11-03 | Special-shaped pile forming area and special-shaped pile mold set thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022511279.3U CN213999890U (en) | 2020-11-03 | 2020-11-03 | Special-shaped pile forming area and special-shaped pile mold set thereof |
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| CN213999890U true CN213999890U (en) | 2021-08-20 |
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| CN202022511279.3U Active CN213999890U (en) | 2020-11-03 | 2020-11-03 | Special-shaped pile forming area and special-shaped pile mold set thereof |
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| CN (1) | CN213999890U (en) |
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