CN209868936U - Prefabricated beam pedestal bottom die composite template - Google Patents
Prefabricated beam pedestal bottom die composite template Download PDFInfo
- Publication number
- CN209868936U CN209868936U CN201920086224.7U CN201920086224U CN209868936U CN 209868936 U CN209868936 U CN 209868936U CN 201920086224 U CN201920086224 U CN 201920086224U CN 209868936 U CN209868936 U CN 209868936U
- Authority
- CN
- China
- Prior art keywords
- stainless steel
- inner core
- steel plate
- zinc
- channel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model discloses a precast beam pedestal die block composite formboard, include: stainless steel plate, the thickness of stainless steel plate is 1mm, stainless steel plate's both ends respectively with zinc-plating channel-section steel fixed connection, two zinc-plating channel-section steel symmetrical arrangement, two the fixed inner core that is provided with between the zinc-plating channel-section steel, one side of inner core with stainless steel plate fixed connection, the inner core is made by the PVC material. The device is through setting up corrosion resistant plate, two galvanized channel-section steels and PVC material's inner core board to make the device replace original full steel structure with the mode that the plastic steel combines, not only greatly reduced manufacturing cost but also make the device can mass production, production efficiency improves greatly, in addition because the mode that the plastic steel combines need not assemble the operation such as welding, burnishing and polishing, the anticorrosive application of paint man-hour, avoided the direct harm of these processes to the workman is healthy.
Description
Technical Field
The utility model relates to a template technical field for the engineering, in particular to precast beam pedestal die block composite formwork.
Background
The prefabricated concrete beam pouring template (model) for the engineering of roads, railways and the like in the current market is formed by manually welding Q235 steel and stainless steel composite plates through the working procedures of material breaking, cutting, edge milling and the like, but the scheme has the following defects: (1) the production efficiency is low, and the processing period is long; (2) the welding is easy to deform and has higher operation difficulty, so that the product has large size error; (3) the steel consumption is large, and the cost is high due to the increase of the steel consumption; (4) the difficulty is great during construction and installation, and current product needs welding, grinding, polishing, all needs to carry out anticorrosive application when leaving the factory, and environmental protection is lower, and is great to workman's health injury.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to provide a precast beam pedestal die block composite formwork to solve among the prior art precast concrete roof beam pouring template (model) and adopt Q235 steel and stainless steel composite board material manufacturing cost height, technical problem that production efficiency hangs down.
In order to achieve the above object, the utility model provides a precast beam pedestal die block composite forms, include: stainless steel plate, the thickness of stainless steel plate is 1mm, stainless steel plate's both ends respectively with zinc-plating channel-section steel fixed connection, two zinc-plating channel-section steel symmetrical arrangement, two the fixed inner core that is provided with between the zinc-plating channel-section steel, one side of inner core with stainless steel plate fixed connection, the inner core is made by the PVC material.
Furthermore, the stainless steel plate is fixedly connected to the galvanized channel steel and the inner core plate in a hot-melt rubber roller pressure bonding mode.
Further, the inner core plate is fixedly connected with the two galvanized steel channels through dovetail screws.
Further, the dovetail screws are arranged in a staggered mode.
Furthermore, through holes are formed in the inner core plate, and reinforcing ribs are arranged between every two adjacent through holes.
Compared with the prior art, the utility model discloses following beneficial effect has been produced: the utility model discloses a precast beam pedestal die block composite formboard, the device is through setting up corrosion resistant plate, the inner core board of two zinc-plated channel-section steels and PVC materials, thereby make the device replace original full steel structure with the mode that the plastic steel combines, not only greatly reduced manufacturing cost but also make the device can mass production, production efficiency improves greatly, in addition because the mode that the plastic steel combines need not assemble the welding man-hour, burnishing and polishing, operations such as the anticorrosive application of paint, the direct harm of these processes to the health of workman has been avoided.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
description of reference numerals: 1-stainless steel plate, 2-galvanized channel steel, 3-core plate, 4-dovetail screw, 5-through hole and 6-reinforcing rib.
Detailed Description
The following describes the present invention with reference to the accompanying drawings. It should be noted that the description of the embodiments is provided to help understanding of the present invention, but the present invention is not limited thereto. In addition, the technical features related to the embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other.
Referring to fig. 1, a preferred embodiment of the present invention provides a prefabricated beam pedestal bottom mold composite formwork, including: stainless steel plate 1, stainless steel plate 1's thickness is 1mm, stainless steel plate 1's both ends respectively with 2 fixed connection of zinc-plated channel-section steel, two 2 symmetrical arrangement of zinc-plated channel-section steel, two the fixed inner core board 3 that is provided with between the zinc-plated channel-section steel 2, one side of inner core board 3 with 1 fixed connection of stainless steel plate, inner core board 3 is made by the PVC material. The manufacturing principle is as follows: fixing an inner core plate 3 between two galvanized channel steel 2, and then fixing a stainless steel plate 1 with the thickness of 1mm on the two galvanized channel steel 2 and the inner core plate 3, wherein the height of the galvanized channel steel 2 is 63mm, the wall thickness is 2.5mm, the width of an upper leg is 30mm, and the width of a lower leg is 25 mm; the inner core plate 3 is an extrusion molding piece, and the width and the height of the inner core plate 3 are respectively 840mm and 63 mm; the stainless steel plate 1 has a thickness of 1mm and a width of 900 mm; the device is through setting up corrosion resistant plate 1, two galvanized channel-section steels 2 and PVC material's inner core plate 3 to make the device replace original full steel structure with the mode that the plastic steel combines, not only greatly reduced manufacturing cost but also make the device can the mass production, production efficiency improves greatly, in addition because the mode that the plastic steel combines need not assemble operations such as welding, burnishing and polishing, the anticorrosive application of paint in man-hour, avoided the direct harm of these processes to the workman is healthy.
Preferably, the stainless steel plate 1 is fixedly connected to the galvanized channel steel 2 and the inner core plate 3 in a hot-melt rubber roller pressure bonding mode, the hot-melt rubber roller pressure bonding fixing performance is good, and the operation steps are simple.
The dovetail screw has a drill tail tip, the tip of which is named as a twist drill, and the dovetail screw can self-drill a central hole during assembly, and then self-tapping and extruding threads matched with the central hole in the upper hole of the carrier by means of an adjacent thread part, so that the dovetail screw is called a self-drilling and self-tapping screw.
Preferably, the dovetail screws 4 are arranged in a staggered mode, the overall stress strength is increased due to the staggered arrangement, and the using effect is better.
Preferably, the through holes 5 are formed in the inner core plate 3, the use of PVC materials can be reduced, the manufacturing cost of the device is reduced, and the reinforcing ribs 6 are arranged between the adjacent through holes 5, so that the stress capacity of the inner core plate 3 is improved, and the device is more stable.
From the above description, it can be seen that the above-mentioned embodiments of the present invention achieve the following technical effects: the device is through setting up corrosion resistant plate 1, two galvanized channel-section steels 2 and PVC material's inner core plate 3 to make the device replace original full steel structure with the mode that the plastic steel combines, not only greatly reduced manufacturing cost but also make the device can the mass production, production efficiency improves greatly, in addition because the mode that the plastic steel combines need not assemble operations such as welding, burnishing and polishing, the anticorrosive application of paint in man-hour, avoided the direct harm of these processes to the workman is healthy.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the described embodiments. It will be apparent to those skilled in the art that various changes, modifications, substitutions and alterations can be made in the embodiments without departing from the principles and spirit of the invention, and the scope of the invention is to be accorded the full scope of the claims.
Claims (5)
1. The utility model provides a precast beam pedestal die block composite forms, its characterized in that includes: stainless steel plate (1), the thickness of stainless steel plate (1) is 1mm, the both ends of stainless steel plate (1) respectively with zinc-plated channel-section steel (2) fixed connection, two zinc-plated channel-section steel (2) symmetrical arrangement, two it is provided with interior core board (3) to fix between zinc-plated channel-section steel (2), one side of interior core board (3) with stainless steel plate (1) fixed connection, interior core board (3) are made by the PVC material.
2. The precast beam pedestal bottom die composite template according to claim 1, characterized in that: the stainless steel plate (1) is fixedly connected to the galvanized channel steel (2) and the inner core plate (3) in a hot-melt rubber roller pressure bonding mode.
3. The precast beam pedestal bottom die composite template according to claim 1, characterized in that: the inner core plate (3) is fixedly connected with the two galvanized channel steel (2) through dovetail screws (4).
4. The precast beam pedestal bottom die composite template according to claim 3, characterized in that: the dovetail screws (4) are arranged in a staggered mode.
5. The precast beam pedestal bottom die composite template according to claim 1, characterized in that: through holes (5) are formed in the inner core plate (3), and reinforcing ribs (6) are arranged between every two adjacent through holes (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920086224.7U CN209868936U (en) | 2019-01-18 | 2019-01-18 | Prefabricated beam pedestal bottom die composite template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920086224.7U CN209868936U (en) | 2019-01-18 | 2019-01-18 | Prefabricated beam pedestal bottom die composite template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209868936U true CN209868936U (en) | 2019-12-31 |
Family
ID=68951047
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920086224.7U Active CN209868936U (en) | 2019-01-18 | 2019-01-18 | Prefabricated beam pedestal bottom die composite template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209868936U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110883914A (en) * | 2019-10-12 | 2020-03-17 | 安徽省路港工程有限责任公司 | Prefabricated concrete pi-shaped beam formwork system and construction method thereof |
-
2019
- 2019-01-18 CN CN201920086224.7U patent/CN209868936U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110883914A (en) * | 2019-10-12 | 2020-03-17 | 安徽省路港工程有限责任公司 | Prefabricated concrete pi-shaped beam formwork system and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205063126U (en) | Belted steel pipe truss superimposed sheet | |
| CN204370649U (en) | A kind of steel bar truss floor support plate and bed die fastener thereof | |
| CN209868936U (en) | Prefabricated beam pedestal bottom die composite template | |
| CN111173256A (en) | Building wood formwork and formwork construction method thereof | |
| CN202090296U (en) | Hollow prestressed reinforced concrete ribbed plate | |
| CN211775704U (en) | Building wood formwork | |
| CN210421937U (en) | Aluminum alloy template K board reinforcement | |
| CN201486132U (en) | Detachable reinforcing device of steel building template | |
| CN2367688Y (en) | Formboard of steel-frame plastic plate | |
| CN201883607U (en) | Steel structural beam | |
| CN211473410U (en) | Template assembling structure of vertical structural member free of hole opening | |
| CN203412111U (en) | Straight threaded sleeve connecting structure at stiffness steel girder node | |
| CN212859828U (en) | Milk nail type high-strength plastic reinforced concrete shear wall rough surface forming die | |
| CN210194906U (en) | Concrete formwork for fabricated building | |
| CN209907580U (en) | Bamboo-concrete composite structure that gluing formula is connected | |
| CN101864834B (en) | Construction method of wall wood formers adopting steel pipes as back edges | |
| CN209779949U (en) | Prefabricated assembled profiled steel sheet concrete shear force wall | |
| CN205296824U (en) | Steel wood combination H -beam | |
| CN211472870U (en) | Steel beam and concrete wall connecting structure | |
| CN211850180U (en) | Partition wall right angle corner structure with plastics corner fittings | |
| CN213449069U (en) | Hollow mould shell for multi-ribbed beam | |
| CN213418182U (en) | Combined template for multi-ribbed beam | |
| CN203765766U (en) | Biological protection building block formwork of nuclear power station | |
| CN210508356U (en) | Aluminum alloy template structure for building | |
| CN113585804B (en) | Reinforcing template under beam and pouring method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |