CN215926469U - Novel prefabricated non-dismantling formwork - Google Patents

Novel prefabricated non-dismantling formwork Download PDF

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Publication number
CN215926469U
CN215926469U CN202122129194.3U CN202122129194U CN215926469U CN 215926469 U CN215926469 U CN 215926469U CN 202122129194 U CN202122129194 U CN 202122129194U CN 215926469 U CN215926469 U CN 215926469U
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China
Prior art keywords
template
holes
formwork
matched
plugs
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CN202122129194.3U
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Chinese (zh)
Inventor
王启玲
孙长彪
张爱军
刘宗武
张国辉
宋本腾
程锐
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China State Construction Technology Jinan Co Ltd
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China State Construction Technology Jinan Co Ltd
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Priority to CN202122129194.3U priority Critical patent/CN215926469U/en
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Abstract

The utility model provides a novel prefabricated disassembly-free template, and belongs to the technical field of building materials. The technical scheme is as follows: the device comprises a first template and a second template matched with the first template; notches matched with the adjacent templates are formed in the edges of the first template and the second template; the side surface of the first template is provided with a plurality of outer plugs, and the outer plugs are provided with grooves and first through holes penetrating through the grooves; the side of the second template is provided with a plurality of inner plugs matched with the outer plugs, and the inner plugs are provided with second through holes coaxially matched with the first through holes. The utility model has the beneficial effects that: simple structure, installation are convenient, have improved work efficiency, have reduced the cost of labor, have solved the inconvenient and fragile problem of template turnover.

Description

Novel prefabricated non-dismantling formwork
Technical Field
The utility model relates to the field of building construction, in particular to a novel prefabricated disassembly-free template.
Background
At present, concrete structure buildings are roughly divided into two construction modes of prefabricated parts and cast-in-place section connection and cast-in-place structures adopting turnover moulds, wherein the prefabricated parts are provided with large-tonnage tower cranes for self weight, and when the vertical connection is connected by steel bar grouting sleeves, the problems of frequent grouting quality caused by poor manufacturing precision of the prefabricated parts, insufficient training of field personnel, supervision and position shortage and the like are questioned. The later adopts and to need can have enough to meet the needs when the mould of turnover just can dismantle the template turnover to the last layer after the concrete intensity reaches design intensity, and the template is fragile simultaneously.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a novel prefabricated disassembly-free template which is simple to operate, time-saving and labor-saving.
The utility model is realized by the following measures:
a novel prefabricated disassembly-free template is characterized by comprising a first template and a second template matched with the first template;
notches matched with adjacent templates are formed in the edges of the first template and the second template;
the side surface of the first template is provided with a plurality of outer plugs, and the outer plugs are provided with grooves and first through holes penetrating through the grooves;
the side of the second template is provided with a plurality of inner inserts matched with the outer inserts, the inner inserts are provided with second through holes coaxially matched with the first through holes, and after the first template is matched with the second template, reinforcing steel bars are arranged in the first through holes and the second through holes to penetrate through, so that the first template and the second template can be firmly connected.
The utility model has the following specific characteristics:
the first template and the second template are both ultra high performance cement based composites (UHPC).
The first template and the second template are both set to be 15mm thick.
Supporting parts are arranged on the outer side faces of the first template and the second template;
the supporting part comprises a supporting rod, through holes are formed in two ends of the supporting rod, rotating shafts are arranged in the two through holes, supporting plates are arranged at two ends of the two rotating shafts, and a base and a top seat are arranged on the supporting plates at two ends of the supporting rod respectively;
a fixing plate is arranged on the supporting plate on one side of the base, a plurality of round holes are formed in the fixing plate along the circumferential direction, fixing holes matched with the round holes are formed in the supporting rod and close to the base, the rotating angle of the supporting rod is locked through bolts penetrating through the round holes and the fixing holes, and the angle between the supporting rod and the ground can be adjusted according to the space size of site construction to determine the proper installation position of the supporting part;
the base is fixed on the ground through the fixed pin that sets up.
When the device is applied, firstly, a reinforcement cage is bound on a construction site, a gap between the outer inserting piece and the inner inserting piece on a template is reserved on the reinforcement cage, then the prefabricated first template and the prefabricated second template are respectively attached to two sides of the reinforcement cage, after the outer inserting piece and the inner inserting piece are matched, a reinforcement bar penetrates through the first through hole and the first through hole, then the supporting parts are respectively arranged on the outer sides of the first template and the second template, when the supporting parts are arranged, the angle between the supporting rod and the ground can be adjusted according to the space size of site construction to determine the proper installation position of the supporting parts, and finally, concrete is poured to finish the construction.
The utility model has the beneficial effects that: simple structure, installation are convenient, have improved work efficiency, have lower cost of labor, have solved the inconvenient and fragile problem of template turnover.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present invention.
Fig. 2 is a schematic structural diagram of a first template in an embodiment of the present invention.
Fig. 3 is a schematic structural diagram of a first template in an embodiment of the utility model.
Fig. 4 is a schematic view of the first mold plate and the first mold plate with the support portion added in the embodiment of the utility model.
Fig. 5 is a schematic structural diagram of a support portion in an embodiment of the utility model.
Wherein the reference numerals are: 1. a first template; 2. a second template; 3. an outer plug; 4. a first through hole; 5. a groove; 6. a notch; 7. an interposer; 8. a second through hole; 9. a support portion; 10. a top seat; 11. a support bar; 12. a fixing plate; 13. a base; 14. and fixing the pin.
Detailed Description
In order to clearly illustrate the technical features of the present solution, the present solution is explained below by way of specific embodiments.
Referring to fig. 1-5, a novel prefabricated disassembly-free formwork comprises a first formwork 1 and a second formwork 2 matched with the first formwork 1;
notches 6 matched with adjacent templates are formed in the edges of the first template 1 and the second template 2;
a plurality of outer plugs 3 are arranged on the side surface of the first template 1, and grooves 5 and first through holes 4 penetrating through the grooves 5 are formed in the outer plugs 3;
the side of the second template 2 is provided with a plurality of inner inserting pieces 7 matched with the outer inserting pieces 3, the inner inserting pieces 7 are provided with second through holes 8 matched with the first through holes 4 coaxially, and after the first template 1 is matched with the second template 2, reinforcing steel bars are arranged in the first through holes 4 and the second through holes 8 to penetrate through, so that the first template 1 and the second template 2 can be firmly connected.
The first template 1 and the second template 2 are both made of ultra-high performance cement-based composite (UHPC).
The first template 1 and the second template 2 are both set to be 15mm thick.
The outer side surfaces of the first template and the second template are both provided with a supporting part 9;
the supporting part 9 comprises a supporting rod 11, through holes are arranged at two ends of the supporting rod 11, rotating shafts are arranged in the two through holes, supporting plates are arranged at two ends of the two rotating shafts, and a base 13 and a top seat 10 are arranged on the supporting plates at two ends of the supporting rod 11 respectively;
a fixing plate 12 is arranged on a supporting plate on one side of the base 13, a plurality of round holes are formed in the fixing plate 12 along the circumferential direction, fixing holes matched with the round holes are formed in the positions, close to the base 13, of the supporting rods 11, the rotating angles of the supporting rods 11 are locked through bolts penetrating through the round holes and the fixing holes, and the proper installation positions of the supporting parts 9 can be determined by adjusting the angles of the supporting rods 11 and the ground according to the space size of site construction;
the base 13 is fixed on the ground by the fixing pins 14.
When the device is applied, firstly, a reinforcement cage is bound on a building construction site, a gap between an outer insert 3 and an inner insert 7 on a template is reserved on the reinforcement cage, then a prefabricated first template 1 and a prefabricated second template 2 are respectively attached to two sides of the reinforcement cage, the outer insert 3 and the inner insert 7 are matched, reinforcing steel bars penetrate through a first through hole 4 and a second through hole 8, supporting parts 9 are respectively arranged on the outer sides of the first template 1 and the second template 2, when the supporting parts 9 are arranged, the proper installation positions of the supporting parts 9 can be determined by adjusting the angles of the supporting rods 11 and the ground according to the space size of site construction, concrete is poured at last, and construction is completed.
The technical features of the present invention which are not described in the above embodiments may be implemented by or using the prior art, and are not described herein again, of course, the above description is not intended to limit the present invention, and the present invention is not limited to the above examples, and variations, modifications, additions or substitutions which may be made by those skilled in the art within the spirit and scope of the present invention should also fall within the protection scope of the present invention.

Claims (4)

1. A novel prefabricated disassembly-free template is characterized by comprising a first template and a second template matched with the first template;
notches matched with adjacent templates are formed in the edges of the first template and the second template;
the side surface of the first template is provided with a plurality of outer plugs, and the outer plugs are provided with grooves and first through holes penetrating through the grooves;
the side of the second template is provided with a plurality of inner plugs matched with the outer plugs, and the inner plugs are provided with first through holes coaxially matched with the first through holes.
2. The novel prefabricated disassembly-free formwork of claim 1, wherein the first formwork and the second formwork are both ultra-high performance cement-based composite materials.
3. The novel prefabricated disassembly-free formwork of claim 1, wherein the first formwork and the second formwork are both provided with a thickness of 15 mm.
4. The novel prefabricated disassembly-free formwork according to any one of claims 1 to 3, wherein supporting parts are arranged on the outer side surfaces of the first formwork and the second formwork;
the supporting part comprises a supporting rod, through holes are formed in two ends of the supporting rod, rotating shafts are arranged in the two through holes, supporting plates are arranged at two ends of the two rotating shafts, and a base and a top seat are arranged on the supporting plates at two ends of the supporting rod respectively;
one side on the base be provided with the fixed plate in the backup pad, be provided with a plurality of round holes along the circumferencial direction on the fixed plate, on the bracing piece, be close to base department be provided with round hole matched with fixed orifices, the bracing piece is through passing the round hole with the bolt locking turned angle of fixed orifices.
CN202122129194.3U 2021-09-03 2021-09-03 Novel prefabricated non-dismantling formwork Active CN215926469U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122129194.3U CN215926469U (en) 2021-09-03 2021-09-03 Novel prefabricated non-dismantling formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122129194.3U CN215926469U (en) 2021-09-03 2021-09-03 Novel prefabricated non-dismantling formwork

Publications (1)

Publication Number Publication Date
CN215926469U true CN215926469U (en) 2022-03-01

Family

ID=80418609

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122129194.3U Active CN215926469U (en) 2021-09-03 2021-09-03 Novel prefabricated non-dismantling formwork

Country Status (1)

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CN (1) CN215926469U (en)

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