CN215241601U - Prevent that concrete from overflowing combination flange mould in play muscle groove - Google Patents
Prevent that concrete from overflowing combination flange mould in play muscle groove Download PDFInfo
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- CN215241601U CN215241601U CN202121348558.0U CN202121348558U CN215241601U CN 215241601 U CN215241601 U CN 215241601U CN 202121348558 U CN202121348558 U CN 202121348558U CN 215241601 U CN215241601 U CN 215241601U
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Abstract
The utility model discloses a combined edge blocking die for preventing concrete from overflowing out of a rib groove, which comprises an edge blocking die and an inner lining, wherein the inner lining is arranged between the edge blocking die and concrete to be poured, a plurality of rib grooves are uniformly arranged on the edge blocking die, a plurality of semicircular clamping grooves are uniformly arranged on the inner lining, the interval between two adjacent rib grooves is consistent with or is adjacent to the interval between two adjacent semicircular clamping grooves, the interval between the two adjacent rib grooves is integral multiple of the interval between the two adjacent semicircular clamping grooves, the semicircular clamping grooves block the prefabricated laminated slab reinforcing steel bars, the inner lining just blocks the gap part of the rib groove, the inner lining of the utility model is arranged between the edge blocking die and the concrete to be poured, just blocks the redundant gap of the rib groove, one inner lining can block all the rib grooves of the edge blocking die, and the blocking of one rib groove is not needed, greatly improve the plugging efficiency of the rib outlet groove and save labor and material costs.
Description
Technical Field
The utility model relates to a building prefabricated component technical field especially relates to a prevent that concrete from spilling over out combination flange mould in muscle groove.
Background
The prefabricated building is formed by assembling prefabricated parts on a construction site, and the development of the prefabricated building is a great change of a construction mode. And as the most common prefabricated composite slab in the assembly type building part needs to stretch steel bars and anchor the steel bars into the cast-in-place part in the splicing process, the rib grooves need to be formed in the flange molds in the production process of the prefabricated composite slab so that the steel bars of the prefabricated composite slab stretch out. And must go out the unnecessary space of muscle groove and carry out the shutoff when pouring prefabricated superimposed sheet, otherwise the concrete will spill over the flange and touch.
The problem is solved among the prior art, and the common shutoff mode that adopts carries out the caulking shutoff for going out the unnecessary space in muscle groove with rubber buffer or foam stick, and this kind of mode needs one go out the shutoff that goes out the muscle groove, also needs one to demolish when demolising, both extravagant manual work and loss material.
SUMMERY OF THE UTILITY MODEL
To above prior art not enough, the utility model discloses a prevent that concrete from spilling over combination flange mould in a muscle groove, this technical scheme contains flange mould and the inside lining that is provided with semi-circular draw-in groove, the inside lining setting be in flange mould and waiting to water between the concrete, just the shutoff goes out the unnecessary space in muscle groove, so this technical scheme not only can improve the shutoff efficiency in a muscle groove, still reaches the purpose of practicing thrift manual work and material, and this technical scheme is specifically as follows:
the utility model provides a prevent that concrete from spilling over combination flange mould in a muscle groove contains flange mould and inside lining, the inside lining setting be in flange mould and waiting to water between the concrete, the flange mould on evenly be provided with a plurality of muscle grooves, the inside lining on evenly be provided with a plurality of semi-circular draw-in groove, adjacent two play muscle groove interval and adjacent two semi-circular draw-in groove interval unanimous or adjacent two play muscle groove interval be adjacent two semi-circular draw-in groove interval's integral multiple, in this technical scheme, adjacent two play muscle groove interval choose to be 200mm, two semi-circular draw-in groove interval be 50 mm.
In this technical scheme, when prefabricated superimposed sheet reinforcing bar stretches out go out the muscle groove, semi-circular draw-in groove blocks from the top prefabricated superimposed sheet reinforcing bar, the inside lining just shutoff go out the space part of muscle groove.
It should be noted that the length of the side blocking mold is consistent with that of the lining, and under the condition, one lining can finish the plugging work of one side blocking mold.
In other alternative technical schemes, the length of the flange die is different from that of the lining, and at the moment, the lining is spliced to finish the plugging work of the flange die.
Further, the edge blocking die is further provided with a magnet, and in the technical scheme, the lining is a stainless steel sheet or a cold-rolled steel sheet, so that the lining can be fixed on the edge blocking die in a magnetic attraction manner.
Further, in an alternative technical scheme, the lining is provided with fasteners at intervals for fixing the lining on the edge blocking mold in a clamping manner.
Further, the thickness of the lining is 0.5mm-1 mm.
Furthermore, the diameter of the semicircular clamping groove is 12 mm.
The utility model discloses a prevent that concrete from spilling over combination flange mould of going out muscle groove contains the flange mould and is provided with semi-circular draw-in groove's inside lining, the inside lining setting be in the flange mould with wait to water between the concrete, just the shutoff goes out the unnecessary space in muscle groove, one the inside lining just can the shutoff whole all play muscle grooves of flange mould. According to the technical scheme, the blocking of one rib outlet groove is not needed, so that the blocking efficiency of the rib outlet groove is greatly improved, and the labor cost and the material cost are saved.
Drawings
Fig. 1 the utility model relates to a prevent that concrete from overflowing out combination flange mould's of muscle groove structural schematic.
Fig. 2 the utility model relates to a prevent that concrete from overflowing out inside lining structure schematic diagram of combination flange mould in muscle groove.
Fig. 3 the utility model relates to a prevent that concrete from overflowing out combination flange mould operating condition schematic diagram in muscle groove.
Fig. 4 is a side view of an embodiment of a combined side form for preventing concrete from overflowing a rib groove.
Fig. 5 is a side view of another embodiment of a combined side form for preventing concrete from overflowing a rib groove.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
For the purpose of better illustrating the embodiments, certain features of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; certain well-known structures in the drawings and omissions of their description may be apparent to those skilled in the art. The same or similar reference numerals correspond to the same or similar components.
The rib groove needs to be opened out on the flange mould so that the reinforcing steel bar of the prefabricated composite slab stretches out in the production process of the prefabricated composite slab, the redundant gap of the rib groove needs to be sealed when the prefabricated composite slab is poured, and otherwise, the concrete can overflow the flange and touch.
The method for solving the problem in the prior art is to plug the gap of the redundant gap of the rib outlet groove by adopting a rubber plug or a foam rod, the method needs to plug one rib outlet groove and the other rib outlet groove, and the rib outlet grooves need to be removed one by one during removal, so that manpower and materials are wasted. How to effectively and simply seal off the redundant gaps of the rib grooves is a general concern for those skilled in the art.
To the not enough of prior art, the utility model provides a technical scheme, this technical scheme's specific embodiment as follows:
as shown in fig. 1, fig. 2 and fig. 3, the combined retaining die for preventing concrete from overflowing out of a rib groove in this embodiment includes a retaining die 1 and an inner liner 2, the inner liner 2 is disposed between the retaining die 1 and a concrete to be poured 3, the retaining die 1 is uniformly provided with a plurality of rib grooves 11, the inner liner 2 is uniformly provided with a plurality of semicircular clamping grooves 21, the distance between two adjacent rib grooves 11 is the same as the distance between two adjacent semicircular clamping grooves 21, or the distance between two adjacent rib grooves 11 is an integral multiple of the distance between two adjacent semicircular clamping grooves.
In this embodiment, the distance between two adjacent rib outlet grooves 11 is preferably 200mm, and the distance between two adjacent semicircular clamping grooves 21 is 50 mm. However, it should be noted that, when the distance between two adjacent rib-forming grooves 11 is 200mm, the distance between two adjacent semicircular clamping grooves 21 may also be 200 mm. In practical application, the distance between two adjacent rib-forming grooves 11 is generally an integral multiple of 50mm, and may also be 150mm, so when the distance between two adjacent semicircular slots 21 is defined as 50mm, the lining 2 has more versatility.
In this embodiment, when the prefabricated composite steel bar extends out of the bar groove 11, the semicircular clamping grooves 21 clamp the prefabricated composite steel bar 5 from above, and the lining 2 just blocks the gap part of the bar groove 11.
It should be noted that, the length of the rib mold 1 is the same as that of the liner 2, and under this condition, one liner 2 can complete the plugging operation of the whole rib mold 1.
In other alternative technical schemes, the lengths of the flange mold 1 and the lining 2 may also be different, and at this time, several linings 2 are spliced together to complete the plugging work of the whole flange mold 1.
In the preferred scheme of this embodiment, the length of flange mould 1 is unanimous with inside lining 2, and this can embody the technological effect of saving artifical and improving efficiency more.
In this embodiment, the flange mold 1 is further provided with a magnet 4, and the lining 2 in this embodiment is a stainless steel sheet or a cold-rolled steel sheet, so the lining 2 can be fixed on the flange mold 1 in a magnetic attraction manner at this time, as shown in fig. 1 and 4.
In an alternative embodiment, as shown in fig. 5, in the embodiment, the liner 2 is provided with the fasteners 6 at intervals, the fasteners 6 may be welded or bonded to the liner 2, and the fasteners 6 are used to fix the liner 2 to the flange mold 1 in a clamping manner. It should be noted that the prior art clip members for securing the liner 2 may be in the form of clip members 6, such as conventional clip-type clip members.
In this embodiment, the thickness of the lining 2 is selected from 0.5mm to 1mm, and it should be noted that the thickness of the lining 2 in this embodiment is very thin and is disposed between the retaining die 1 and the concrete 3 to be poured, and the thickness of the lining 2 does not affect the production and later application of the prefabricated composite slab.
In this embodiment, the diameter of the semicircular clamping groove is 12 mm.
It is obvious that the above embodiments of the present invention are only examples for clearly illustrating the present invention, and are not limitations to the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.
Claims (8)
1. A combined side blocking mold for preventing concrete from overflowing out of a rib groove comprises the side blocking mold and an inner liner, wherein the inner liner is arranged between the side blocking mold and concrete to be poured,
the rib outlet mold is characterized in that a plurality of rib outlet grooves are uniformly formed in the edge blocking mold, a plurality of semicircular clamping grooves are uniformly formed in the lining, and the distance between every two adjacent rib outlet grooves is consistent with the distance between every two adjacent semicircular clamping grooves or is an integral multiple of the distance between every two adjacent semicircular clamping grooves;
when the prefabricated composite slab reinforcing steel bars extend out of the rib outlet grooves, the semicircular clamping grooves clamp the prefabricated composite slab reinforcing steel bars from the upper side, and the linings just block the gap parts of the rib outlet grooves.
2. The combination sideboard of claim 1, to prevent concrete from overflowing out of the tendon channel,
the edge blocking die is also provided with a magnet, and the lining is fixed on the edge blocking die in a magnetic attraction manner;
or the lining is provided with clamping pieces at intervals and used for fixing the lining on the edge blocking die in a clamping and fixing manner.
3. The composite side forms for preventing concrete from overflowing out of a tendon groove as claimed in claim 1, wherein the thickness of the lining is 0.5mm to 1 mm.
4. The combination retainer die for preventing concrete from overflowing out of a tendon groove as claimed in claim 1, wherein the inner lining is stainless steel or cold-rolled steel.
5. The combination flange die for preventing concrete from overflowing out of a tendon groove as claimed in claim 1, wherein the diameter of the semicircular clamping groove is 12 mm.
6. The composite flange mold for preventing concrete from overflowing out of a tendon groove as claimed in claim 1, wherein the length of the lining is the same as that of the flange mold.
7. The combined side forms for preventing concrete from overflowing out of the rib groove as claimed in claim 1, wherein the interval between two adjacent rib grooves is 200 mm.
8. The combined side forms for preventing concrete from overflowing out of a reinforcement groove according to claim 1, wherein the distance between two adjacent semicircular clamping grooves is 200mm or 50 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121348558.0U CN215241601U (en) | 2021-06-17 | 2021-06-17 | Prevent that concrete from overflowing combination flange mould in play muscle groove |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121348558.0U CN215241601U (en) | 2021-06-17 | 2021-06-17 | Prevent that concrete from overflowing combination flange mould in play muscle groove |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215241601U true CN215241601U (en) | 2021-12-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121348558.0U Active CN215241601U (en) | 2021-06-17 | 2021-06-17 | Prevent that concrete from overflowing combination flange mould in play muscle groove |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215241601U (en) |
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2021
- 2021-06-17 CN CN202121348558.0U patent/CN215241601U/en active Active
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