CN217924325U - A template for producing exempt from to tear open mould truss floor carrier plate - Google Patents
A template for producing exempt from to tear open mould truss floor carrier plate Download PDFInfo
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- CN217924325U CN217924325U CN202222221435.1U CN202222221435U CN217924325U CN 217924325 U CN217924325 U CN 217924325U CN 202222221435 U CN202222221435 U CN 202222221435U CN 217924325 U CN217924325 U CN 217924325U
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- carrier plate
- side form
- riser
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Abstract
The utility model discloses a template for producing exempt from to tear open mould truss building carrier plate relates to building carrier plate technical field. Including die block board and side form board, the side form board set up in the both sides of die block board, the side form board is the angle steel structure, including riser and diaphragm, the bottom surface of diaphragm with the top surface of die block board is connected, the riser is kept away from one side of diaphragm is equipped with a plurality of strengthening ribs, and the truss on the floor carrier plate is located adjacent two between the strengthening rib. The utility model discloses a set up a plurality of strengthening ribs in the side form outside, not only improved the intensity of riser in the side form, two adjacent strengthening ribs play the positioning action moreover, after pouring the concrete in the template, insert the steel bar truss when unset's concrete is inside, only need with the steel bar truss place between two adjacent strengthening ribs can, need not to operate repeatedly, simplified pre-buried steel bar truss's process, improved the production efficiency of exempting from to tear open mould truss building carrier plate.
Description
Technical Field
The utility model relates to a building carrier plate technical field, concretely relates to a template for producing exempt from tear open mould truss building carrier plate.
Background
The building industry plays a vital role in the economic development of China as the supporting industry of national economy. The steel bar truss floor support plate not only has good mechanical property, but also is more convenient and fast compared with the traditional cast-in-place floor in the construction process, so that the steel bar truss floor support plate is widely applied to the construction of various buildings.
The steel bar truss floor bearing plate is formed by processing steel bars into steel bar trusses, and a part of the steel bar trusses are embedded in a floor bearing plate concrete main body in the process of pouring the floor bearing plate, so that the steel bar trusses and the floor bearing plate main body are made into a combined template of an integrated structure.
In the manufacturing process, a plurality of steel bar trusses are usually installed to a building carrier plate, but template among the prior art does not have locate function, can't be with its accurate assigned position of placing on the building carrier plate when pre-buried steel bar truss, need operate repeatedly just can accomplish pre-buried steel bar truss's process, has reduced the production efficiency of exempting from to tear open mould truss building carrier plate.
SUMMERY OF THE UTILITY MODEL
The utility model discloses main aim at provides a template for producing exempt from form removal truss building carrier plate to solve the problem that prior art exists.
In order to solve the technical problem, the utility model discloses following technical scheme has been taken:
the utility model provides a template for producing exempt from to tear open mould truss floor carrier plate, includes die block board and side form board, the side form board set up in the both sides of die block board, the side form board is the angle steel structure, including riser and diaphragm, the bottom surface of diaphragm with the top surface of die block board is connected, the riser is kept away from one side of diaphragm is equipped with a plurality of strengthening ribs, and the truss on the floor carrier plate is located adjacent two between the strengthening rib.
Further, the inboard of riser is equipped with the bar groove, the bar inslot is equipped with a plurality of telescopic links, the bottommost position in bar groove is higher than the building carrier plate and pours the peak after accomplishing.
Further, the telescopic link includes sleeve and slide bar, the sleeve set up in the bar inslot, the slide bar slide set up in the sleeve.
Furthermore, when the telescopic link is in the shrink state, the outermost end of slide bar with the inside wall parallel and level of riser.
Furthermore, the outermost end of the slide bar is provided with a groove, and a laser emitter is fixedly arranged in the groove.
Further, an interval adjusting and positioning seat is arranged in the strip-shaped groove, the interval adjusting and positioning seat is arranged in the strip-shaped groove in a sliding mode, and the sleeve is fixedly arranged on the interval adjusting and positioning seat.
Furthermore, the bottom surface of the transverse plate is welded with the top surface of the bottom template.
Compared with the prior art, the utility model discloses following beneficial effect has:
through set up a plurality of strengthening ribs in the side form outside, not only improved the intensity of riser in the side form, two adjacent strengthening ribs play the positioning action moreover, after pouring concrete in the template, when inserting the steel bar truss not the concrete that solidifies inside, only need with the steel bar truss place between two adjacent strengthening ribs can, need not the repeated operation, simplify pre-buried steel bar truss's process, improved the production efficiency who exempts from form removal truss floor carrier plate.
Drawings
Fig. 1 is the overall structure diagram of the present invention.
Fig. 2 is a top view of the present invention.
Fig. 3 is the structure schematic diagram of the telescopic rod and the spacing adjustment positioning seat of the utility model.
The device comprises a bottom template, a side template, a vertical plate, a transverse plate, a reinforcing rib, a strip-shaped groove, a telescopic rod, a sleeve, a sliding rod, a groove, a laser and a distance adjusting and positioning seat, wherein the bottom template is 1 part, the side template is 2 part, the vertical plate is 21 part, the transverse plate is 22 part, the reinforcing rib is 3 part, the strip-shaped groove is 4 part, the telescopic rod is 5 part, the sleeve is 51 part, the sliding rod is 52 part, the groove is 53 part, the laser is 6 part, and the distance adjusting and positioning seat is 7 part.
Detailed Description
The technical solution of the present invention is further explained by the accompanying drawings and examples.
With reference to the figures 1 to 3, the utility model provides a template for producing exempt from form removal truss floor deck, including die block board 1 and side form 2, side form 2 set up in die block board 1's both sides, side form 2 is the angle steel structure, including riser 21 and diaphragm 22, diaphragm 22 the bottom surface with die block board 1's top surface is connected, riser 21 is kept away from one side of diaphragm 22 is equipped with a plurality of strengthening ribs 3, and the truss on the floor deck is located adjacent two between the strengthening rib 3. In this embodiment, the bottom surface of diaphragm 22 with the top surface of die block board 1 adopts the welded mode to connect, and side form 2 adopts the scheme of angle steel structure, and diaphragm 22 wherein sets up on die block board 1, has formed two archs on die block board 1 in other words, and the building carrier plate of pouring the completion can form small gap breach in both sides, not only does benefit to the drawing of patterns in building carrier plate later stage, is difficult for splitting when building carrier plate later stage installation is used moreover.
In this embodiment, 2 quantity of side form board is two, diaphragm 22 and the 1 laminating of die block board of side form board 2, the riser 21 and the die block board 1 of side form board 2 are the vertical state, in use, two detachable curb plates and die block board 1 of deuterogamying, 2 enclose into a cavity of side form board, carry out pouring of concrete afterwards, concrete placement accomplishes the back, insert the steel bar truss to the concrete that does not solidify inside, 3 plays the positioning action of strengthening rib in two riser 21 outsides, only need with the steel bar truss place between two adjacent strengthening ribs 3 can, the assigned position of floor carrier plate has been placed to the steel bar truss accuracy this moment, need not the repetitive operation, simplify the process of embedded steel bar truss, the production efficiency of exempting from to tear open die truss floor carrier plate has been improved.
Preferably, the inboard of riser 21 is equipped with bar groove 4, be equipped with a plurality of telescopic links 5 in the bar groove 4, the bottommost position in bar groove 4 is higher than the highest point after the floor carrier plate is pour and is accomplished, can avoid unset concrete to flow into in the bar groove 4.
Preferably, the telescopic rod 5 comprises a sleeve 51 and a sliding rod 52, the sleeve 51 is arranged in the strip-shaped groove 4, and the sliding rod 52 is slidably arranged in the sleeve 51. During the 5 shrink state of telescopic link, the outermost end of slide bar 52 with the inboard wall parallel and level of riser 21, when pouring concrete in to the template, telescopic link 5 is in the shrink state, the concrete can not blockked by telescopic link 5, after concrete pouring is accomplished, slide bar 52 stretches out from sleeve 51, slide bar 52's position was higher than the peak of concrete this moment, both can not contact, later when the installation steel bar truss, can fix a position by being located riser 21 inboard and two adjacent slide bars 52, compare in the strengthening rib 3 that sets up in the riser 21 outside, can directly carry on spacingly to steel bar truss's both ends during inboard slide bar 52 location, the positioning effect is more obvious directly perceived, can be very convenient place the assigned position of floor support plate with steel bar truss.
Preferably, the outermost end of the sliding rod 52 is provided with a groove 53, and the groove 53 is internally and fixedly provided with the laser emitter 6. A plurality of laser emitter 6 send laser, and two laser routes play holistic locate action to steel bar truss for steel bar truss is more accurate when the installation is pre-buried.
Preferably, an interval adjusting and positioning seat 7 is arranged in the strip-shaped groove 4, the interval adjusting and positioning seat 7 is slidably arranged in the strip-shaped groove 4, and the sleeve 51 is fixedly arranged on the interval adjusting and positioning seat 7. When the building carrier plate of production different grade type, need set up the steel bar truss of different numbers, the distance between the adjacent steel bar truss changes promptly, can slide interval regulation positioning seat 7 in bar groove 4 this moment, adjusts the distance between the adjacent telescopic link 5, can accomplish the location to steel bar truss.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the technical scope of the present invention, so that any slight modification, equivalent change and modification made to the above embodiments by the technical essence of the present invention all still belong to the scope of the technical solution of the present invention.
Claims (7)
1. The utility model provides a template for producing exempt from to tear open mould truss building carrier plate, a serial communication port, including die block board and side form board, the side form board set up in the both sides of die block board, the side form board is the angle steel structure, including riser and diaphragm, the bottom surface of diaphragm with the top surface of die block board is connected, the riser is kept away from one side of diaphragm is equipped with a plurality of strengthening ribs, and the truss on the building carrier plate is located adjacent two between the strengthening rib.
2. The formwork of claim 1, wherein the riser has a strip-shaped groove on the inner side, the strip-shaped groove has a plurality of telescopic rods therein, and the lowest end of the strip-shaped groove is higher than the highest point of the floor deck after pouring.
3. The formwork of claim 2, wherein the telescoping rod comprises a sleeve and a sliding rod, the sleeve is disposed in the strip groove, and the sliding rod is slidably disposed in the sleeve.
4. The formwork for producing a formwork-free truss floor deck as claimed in claim 3, wherein the telescopic rods are retracted such that the outermost ends of the slide rods are flush with the inner walls of the risers.
5. The template for producing the non-dismantling template truss floor support plate as claimed in claim 3, wherein the outermost ends of the sliding rods are provided with grooves, and the grooves are internally and fixedly provided with laser emitters.
6. The formwork of claim 3, wherein the strip-shaped groove is provided with an interval adjusting and positioning seat, the interval adjusting and positioning seat is slidably disposed in the strip-shaped groove, and the sleeve is fixedly disposed on the interval adjusting and positioning seat.
7. The template for producing the disassembly-free template truss floor deck as claimed in claim 1, wherein the bottom surface of the transverse plate is welded with the top surface of the bottom template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222221435.1U CN217924325U (en) | 2022-08-23 | 2022-08-23 | A template for producing exempt from to tear open mould truss floor carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222221435.1U CN217924325U (en) | 2022-08-23 | 2022-08-23 | A template for producing exempt from to tear open mould truss floor carrier plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217924325U true CN217924325U (en) | 2022-11-29 |
Family
ID=84171113
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222221435.1U Active CN217924325U (en) | 2022-08-23 | 2022-08-23 | A template for producing exempt from to tear open mould truss floor carrier plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217924325U (en) |
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2022
- 2022-08-23 CN CN202222221435.1U patent/CN217924325U/en active Active
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