CN110666938A - Special mould for prefabricating split type gate building - Google Patents
Special mould for prefabricating split type gate building Download PDFInfo
- Publication number
- CN110666938A CN110666938A CN201910941795.9A CN201910941795A CN110666938A CN 110666938 A CN110666938 A CN 110666938A CN 201910941795 A CN201910941795 A CN 201910941795A CN 110666938 A CN110666938 A CN 110666938A
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- plate
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- die
- picking
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- 238000003466 welding Methods 0.000 claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 239000011178 precast concrete Substances 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 11
- 125000006850 spacer group Chemical group 0.000 description 6
- 238000007493 shaping process Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000002699 waste material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a split type special mould for prefabricating a door, which comprises a bottom beam mould and a floor slab mould, wherein the bottom beam mould comprises two beam side moulds and two beam end moulds, the beam side moulds and the beam end moulds are connected together through bolts and form a cavity in the middle of the moulds, the cavity is a forming cavity of a door bottom beam, two hole moulds are arranged in the forming cavity, and a top plate of each beam side mould and a top plate of each beam end mould are respectively connected with a side pressure groove and an end pressure groove through bolts. The floor slab die is a rectangular die formed by connecting a front flange, a rear flange, a left flange and a right flange together through bolts in a surrounding manner, positioning connecting pieces are arranged on the flanges, four edge selecting dies and four right angle selecting dies are connected to the positioning connecting pieces through bolts, and the edge selecting dies and the right angle selecting dies are connected end to end and are parallel to the flanges. The mould is adopted to produce the precast concrete door building, the precision of the product is higher, the quality of the finished product is ensured, the mould is simple to install, and the repeated utilization rate is high.
Description
Technical Field
The invention relates to a pouring mold, in particular to a special mold for prefabricating a split type gate.
Background
In concrete construction, corresponding templates need to be manufactured when the gate buildings are poured on site every time, due to the fact that the number of the switching structures of the gate buildings is large, the templates are relatively complex to manufacture, the manufacturing and installing time of the whole gate building is long, and the construction efficiency is seriously affected. The on-site investigation shows that the gate building can be prefabricated as an integral component in advance, and is safer compared with on-site construction; and the installation speed and the construction progress can be remarkably improved by prefabricating the size. Meanwhile, the field operation amount of the construction site adopting the PC component is obviously reduced, and the dust pollution and the noise pollution can be effectively reduced. Therefore, it is necessary to prefabricate the gateway as an integral member in advance, but the corresponding mold is lacked at present.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: in order to overcome the problems, the special die for prefabricating the split type gate building is provided.
The technical scheme adopted by the invention for solving the technical problems is as follows: the utility model provides a prefabricated special mould of split type gate building, includes floorbar mould and floor mould, the floorbar mould includes two roof beam side forms and two beam-ends moulds, the roof beam side form passes through bolted connection with the beam-ends mould and encloses into a shaping chamber in the centre of mould, and this shaping chamber is used for the shaping of gate building floorbar, be equipped with two entrance to a cave moulds in the shaping chamber, the upper surface of roof beam side form and beam-ends mould is connected with side indent and end indent respectively through the bolt.
The beam side mold is formed by welding a bottom plate, a side vertical plate, a top plate and a rib plate, wherein the side vertical plate is vertically arranged and is perpendicular to the bottom plate, and the rib plate is arranged between the bottom plate and the top plate.
The beam-end die is formed by welding an end plate, a side connecting plate, a lower plate and an upper plate, wherein the end plate is vertically arranged and is perpendicular to the lower plate.
The side indent and the end indent all are formed by the indent of rectangle and the welding of a plurality of connecting plates, the connecting plate is located the top of indent.
The floor slab die is a rectangular die formed by connecting a front flange, a rear flange, a left flange and a right flange together through bolts in a surrounding manner, positioning connecting pieces are arranged on the flanges, four edge selecting dies and four right angle selecting dies are connected to the positioning connecting pieces through bolts, and the edge selecting dies and the right angle selecting dies are connected end to end and are parallel to the flanges.
The front flange, the rear flange, the left baffle and the right flange are formed by sequentially welding a bottom connecting plate, a side baffle, an upper baffle and a rib plate, and a plurality of positioning connecting pieces are arranged above the upper baffle.
The side picking die is formed by welding a side picking plate, an upper picking plate, a cushion block and a connecting channel steel, wherein the side picking plate is vertically connected with the upper picking plate, the cushion block is positioned above the upper picking plate, and the connecting channel steel is positioned above the cushion block;
the right angle is chosen the mould and is picked limit, upper right angle and is picked limit, cushion, connection channel-section steel welding and form by the right angle, the right angle is picked the limit and is picked the limit with upper right angle and is connected perpendicularly, the cushion is located the right angle and is picked the limit top, it is located the cushion top to connect the channel-section steel.
Preferably, a short hanging nail cantilever is arranged between the two beam side molds of the bottom beam mold; and long hanging nails are arranged above the overhanging molds on the two sides of the floor slab mold. Through the arrangement of the structure, hoisting points are prefabricated in advance for the gate building, so that the hoisting is more convenient.
Preferably, the short hanging nail cantilever and the long hanging nail cantilever both comprise a connecting rod, a cushion block and hanging nails, the cushion block is positioned below two ends of the connecting rod, and the hanging nails are positioned in the middle of the connecting rod. Through the arrangement of the structure, the prefabricated hoisting point becomes simple and feasible, and workers do not need to increase extra work for independently setting the hoisting point.
The invention has the beneficial effects that:
1. the mould is adopted to produce the precast concrete door buildings, the precision of the product is higher, the quality of the finished product is ensured, the surface of the steel mould is smooth, and the appearance of the product is attractive;
2. when the prefabricated mould is prefabricated in a factory, the mould is easy to install, the mould installation efficiency is high, the repeated utilization rate is high, one set of mould can produce a plurality of products, and the prefabricated mould is economical and practical;
3. the product is convenient to install, the construction period is shortened, the production in a factory is realized, the construction is slightly influenced by weather, the construction waste is reduced, and the environment is protected.
Drawings
FIG. 1 is a schematic structural view of a bottom beam mold of the present invention;
FIG. 2 is a schematic view of a beam side mold structure of the present invention;
FIG. 3 is a schematic view of a beam-end form of the present invention;
FIG. 4 is a schematic view of the side pressure groove structure of the present invention;
FIG. 5 is a schematic view of the end indent configuration of the present invention;
FIG. 6 is a schematic structural view of a floor slab mold of the present invention;
FIG. 7 is a schematic view of the rib structure of the present invention;
FIG. 8 is a schematic view of the inner side structure of the rib of the present invention;
FIG. 9 is a schematic view of an edge picking mold structure according to the present invention;
FIG. 10 is a schematic view of a right angle cantilever mold structure of the present invention;
FIG. 11 is a schematic view of the overhanging structure of the hanging nail of the present invention.
1. The beam side die comprises a beam side die 2, a beam end die 3, a hole die 4, a side pressure groove 5, an end pressure groove 6, a short hanging nail cantilever 7, a front flange 8, a rear flange 9, a left flange 10, a right flange 11, a side cantilever die 12, a right angle cantilever die 13 and a long hanging nail cantilever.
Detailed Description
The present invention will now be described in further detail with reference to the accompanying drawings, which are simplified schematic drawings that illustrate, by way of illustration only, the basic structure of the invention and, therefore, show only the components that are relevant to the invention.
As shown in fig. 1, a prefabricated special mould of split type gate, including floorbar mould and floor mould, the floorbar mould includes two roof beam side forms 1 and two beam-ends mould 2, roof beam side form 1 and beam-ends mould 2 enclose into one and become die cavity 14 through bolted connection together and in the centre of mould, should become die cavity 14 and be used for the shaping of gate floorbar, become and be equipped with two entrance to a cave moulds 3 in the die cavity 14, be connected with side indent 4 and end indent 5 respectively through the bolt on the roof of roof beam side form 1 and beam-ends mould 2.
As shown in fig. 2, the beam-side mold 1 is formed by welding a bottom plate 101, a side standing plate 102, a top plate 103 and a rib plate 104, wherein the side standing plate 102 is vertically arranged and perpendicular to the bottom plate 101, and the rib plate 104 is arranged between the bottom plate 101 and the top plate 103.
As shown in fig. 3, the beam-end module 2 is formed by welding an end plate 201, a side connecting plate 202, a lower plate 203 and an upper plate 204, wherein the end plate 201 is vertically arranged and is perpendicular to the lower plate 203.
As shown in fig. 4 and 5, each of the side indent 4 and the end indent 5 is formed by welding a rectangular indent 401 and a plurality of connecting plates 402, and the connecting plates 402 are located above the indent 401.
As shown in fig. 6, the floor slab mold is a rectangular mold formed by connecting a front flange 7, a rear flange 8, a left flange 9 and a right flange 10 together through bolts, a positioning connector 705 is arranged on each flange, four side picking molds 11 and four right angle picking molds 12 are connected to the positioning connector 705 through bolts, and the side picking molds 11 and the right angle picking molds 12 are connected end to end and parallel to the flanges.
As shown in fig. 7 and 8, the front flange 7, the rear flange 8, the left baffle 9, and the right flange 10 are formed by sequentially welding a bottom connecting plate 701, a side baffle 702, an upper baffle 703, and a rib plate 704, and a plurality of positioning connectors 705 are arranged above the upper baffle 703.
As shown in fig. 9, the edge picking die 11 is formed by welding an edge picking plate 1101, an upper picking plate 1102, a spacer block 1103 and a connecting channel 1104, wherein the edge picking plate 1101 is vertically connected with the upper picking plate 1102, the spacer block 1103 is positioned above the upper picking plate 1102, and the connecting channel 1104 is positioned above the spacer block 1103;
as shown in fig. 10, the right angle cantilever 12 is formed by welding a right angle cantilever 1201, an upper right angle cantilever 1202, a spacer 1103 and a connecting channel 1104, wherein the right angle cantilever 1201 is vertically connected to the upper right angle cantilever 1202, the spacer 1103 is located above the upper right angle cantilever 1202, and the connecting channel 1104 is located above the spacer 1103.
In a further scheme, as shown in fig. 1 and 6, a short hanging nail cantilever 6 is arranged between two beam side dies 1 of the bottom beam die; and a long hanging nail cantilever 13 is arranged above the cantilever moulds at the two sides of the floor slab mould. Through the arrangement of the structure, hoisting points are prefabricated in advance for the gate building, so that the hoisting is more convenient.
In a further scheme, as shown in fig. 11, each of the short hanging nail cantilever 6 and the long hanging nail cantilever 13 includes a connecting rod 601, a cushion tube 602, and a hanging nail 603, the cushion tube 602 is located below two ends of the connecting rod 601, and the hanging nail 603 is located in the middle of the connecting rod 601. Through the arrangement of the structure, the prefabricated hoisting point becomes simple and feasible, and workers do not need to increase extra work for independently setting the hoisting point.
The mould is adopted to produce the precast concrete door buildings, the precision of the product is higher, the quality of the finished product is ensured, the surface of the steel mould is smooth, and the appearance of the product is attractive; when the prefabricated mould is prefabricated in a factory, the mould is easy to install, the mould installation efficiency is high, the repeated utilization rate is high, one set of mould can produce a plurality of products, and the prefabricated mould is economical and practical; the product is convenient to install, the construction period is shortened, the production in a factory is realized, the construction is slightly influenced by weather, the construction waste is reduced, and the environment is protected.
In light of the foregoing description of the preferred embodiments of the present invention, it is clear that many changes and modifications can be made by the workers skilled in the art without departing from the scope of the present invention, and the technical scope of the present invention is not limited to the description, but must be determined by the claims.
Claims (3)
1. The utility model provides a prefabricated special mould of split type gate building which characterized in that: the floor beam forming die comprises a bottom beam die and a floor slab die, wherein the bottom beam die comprises two beam side dies and two beam end dies, the beam side dies and the beam end dies are connected together through bolts, a forming cavity is formed in the middle of the die and used for forming a floor beam, two hole dies are arranged in the forming cavity, and the upper surfaces of the beam side dies and the beam end dies are respectively connected with a side pressure groove and an end pressure groove through bolts;
the beam side mold is formed by welding a bottom plate, a side vertical plate, a top plate and a rib plate, wherein the side vertical plate is vertically arranged and is vertical to the bottom plate, and the rib plate is arranged between the bottom plate and the top plate;
the beam-end die is formed by welding an end plate, a side connecting plate, a lower plate and an upper plate, wherein the end plate is vertically arranged and is vertical to the lower plate;
the side pressure grooves and the end pressure grooves are formed by welding rectangular pressure grooves and a plurality of connecting plates, and the connecting plates are positioned above the pressure grooves;
the floor slab die is a rectangular die formed by connecting a front flange, a rear flange, a left flange and a right flange together through bolts, a positioning connecting piece is arranged on each flange, four side picking dies and four right-angle picking dies are connected to the positioning connecting pieces through bolts, and the side picking dies and the right-angle picking dies are connected end to end and are parallel to the flanges;
the front flange, the rear flange, the left baffle and the right flange are formed by sequentially welding a bottom connecting plate, a side baffle, an upper baffle and a rib plate, and a plurality of positioning connecting pieces are arranged above the upper baffle;
the side picking die is formed by welding a side picking plate, an upper picking plate, a cushion block and a connecting channel steel, wherein the side picking plate is vertically connected with the upper picking plate, the cushion block is positioned above the upper picking plate, and the connecting channel steel is positioned above the cushion block;
the right angle is chosen the mould and is picked limit, upper right angle and is picked limit, cushion, connection channel-section steel welding and form by the right angle, the right angle is picked the limit and is picked the limit with upper right angle and is connected perpendicularly, the cushion is located the right angle and is picked the limit top, it is located the cushion top to connect the channel-section steel.
2. The special die for prefabricating the split type gate tower according to claim 1, wherein: a short hanging nail cantilever is arranged between the two beam side molds of the bottom beam mold; and long hanging nails are arranged above the overhanging molds on the two sides of the floor slab mold.
3. The special die for prefabricating the split type gate tower according to claim 2, wherein: the short hanging nail cantilever and the long hanging nail cantilever respectively comprise a connecting rod, a cushion block and hanging nails, the cushion blocks are located below two ends of the connecting rod, and the hanging nails are located in the middle of the connecting rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910941795.9A CN110666938A (en) | 2019-09-30 | 2019-09-30 | Special mould for prefabricating split type gate building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910941795.9A CN110666938A (en) | 2019-09-30 | 2019-09-30 | Special mould for prefabricating split type gate building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110666938A true CN110666938A (en) | 2020-01-10 |
Family
ID=69078795
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910941795.9A Withdrawn CN110666938A (en) | 2019-09-30 | 2019-09-30 | Special mould for prefabricating split type gate building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110666938A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112207956A (en) * | 2020-09-25 | 2021-01-12 | 湖北绿缘新型材料科技有限公司 | Die design assembly for producing PC (polycarbonate) component |
| CN114737757A (en) * | 2022-04-28 | 2022-07-12 | 浙江大学建筑设计研究院有限公司 | Combined die for producing assembled reinforced concrete open-hole beam and assembling method |
-
2019
- 2019-09-30 CN CN201910941795.9A patent/CN110666938A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112207956A (en) * | 2020-09-25 | 2021-01-12 | 湖北绿缘新型材料科技有限公司 | Die design assembly for producing PC (polycarbonate) component |
| CN114737757A (en) * | 2022-04-28 | 2022-07-12 | 浙江大学建筑设计研究院有限公司 | Combined die for producing assembled reinforced concrete open-hole beam and assembling method |
| CN114737757B (en) * | 2022-04-28 | 2024-03-26 | 浙江大学建筑设计研究院有限公司 | Combined die for producing assembled reinforced concrete hole-forming beam and assembling method |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20200110 |
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| WW01 | Invention patent application withdrawn after publication |