CN220954638U - Be used for assembled building to piece together template soon - Google Patents
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- CN220954638U CN220954638U CN202322630222.9U CN202322630222U CN220954638U CN 220954638 U CN220954638 U CN 220954638U CN 202322630222 U CN202322630222 U CN 202322630222U CN 220954638 U CN220954638 U CN 220954638U
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- 230000008093 supporting effect Effects 0.000 claims abstract description 89
- 238000010030 laminating Methods 0.000 claims abstract description 4
- 230000002787 reinforcement Effects 0.000 claims description 19
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 4
- 238000009415 formwork Methods 0.000 abstract description 20
- 238000010276 construction Methods 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 7
- 238000009417 prefabrication Methods 0.000 abstract 1
- 238000011065 in-situ storage Methods 0.000 description 9
- 230000006978 adaptation Effects 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
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Abstract
The utility model relates to the technical field of prefabrication and assembly, and aims to solve the problems of complex node formwork, poor stress on a formwork, low construction efficiency, multiple working procedures, high material consumption, high labor cost and uncontrollable formwork supporting quality in the prior art, and provides a rapid assembly formwork for an assembled building, which comprises a beam formwork; the beam template is a U-shaped member and is provided with a plurality of U-shaped molds which are mutually connected in series for splicing; the bottom of a plurality of U-shaped moulds all is equipped with the support frame, and the support frame laminating is in the concatenation department of a plurality of U-shaped moulds. The utility model has the advantages of simple formwork support, good formwork stress, less working procedures, high construction efficiency, small material consumption, low labor cost and controllable formwork support quality.
Description
Technical Field
The utility model relates to the technical field of prefabricated assembly, in particular to a rapid splicing template for an assembled building.
Background
At present, domestic concrete fabricated buildings are mainly concentrated in the residential field, and frame structure buildings have large spans and large load action, so that requirements on structural performance are relatively high, and cast-in-situ structures are mostly adopted. The domestic partial house is built by adopting an assembly type, a large amount of field operation work in the traditional building mode is transferred to a factory for carrying out the assembly type building, building components and accessories (such as floors, wallboards, stairs, balconies and the like) are manufactured in the factory, and the building components and accessories are transported to a building construction site and assembled and installed on site in a reliable connection mode.
At present, the problem of node connection is solved by supporting the formwork at the bottom of the node and grouting, but the formwork at the node is complex, the formwork is not stressed well, the construction efficiency is low, the working procedures are many, the material consumption is high, the labor cost is high and the formwork quality is uncontrollable.
Disclosure of utility model
The utility model aims to provide a rapid splicing template for an assembled building, which solves the problems of complex node formwork supporting, poor stress of the template, low construction efficiency, multiple working procedures, high material consumption, high labor cost and uncontrollable formwork supporting quality in the prior art.
Embodiments of the present utility model are implemented as follows:
The embodiment of the utility model provides a rapid splicing template for an assembled building, which comprises a beam template;
The beam template is a U-shaped member and is provided with a plurality of U-shaped molds which are mutually connected in series;
the bottom of a plurality of above-mentioned U-shaped moulds all is equipped with the support frame, and above-mentioned support frame laminating is in the concatenation department of a plurality of above-mentioned U-shaped moulds.
When the U-shaped die is used, a plurality of U-shaped dies are spliced end to end in series, then the U-shaped dies are supported at splicing seams of the U-shaped dies through the supporting frame, the supporting effect is achieved, and finally, a reinforcement cage can be placed in a groove formed by the U-shaped dies, so that concrete pouring is completed.
The embodiment discloses a be used for assembled building to piece together template soon for be used for assembled building to piece together template soon owing to adopt the mode of concatenation for be used for assembled building to piece together template soon has that the formwork is simple, the template atress is good, the process is few, the efficiency of construction is high, material consumption is little, the cost of labor is low and the controllable beneficial effect of formwork quality.
Optionally: the U-shaped mold comprises a bottom plate, wherein a first wing plate and a second wing plate are respectively arranged at two ends of the bottom plate, one end of the first wing plate, which is close to the bottom plate, is vertically and fixedly connected to one end of the bottom plate, and one end of the second wing plate, which is close to the bottom plate, is vertically and fixedly connected to the other end of the bottom plate.
So set up, through above-mentioned bottom plate, above-mentioned first pterygoid lamina and the effectual U-shaped mould that constitutes of above-mentioned second pterygoid lamina, be applicable to the shape of roof beam at present.
Optionally: the connection parts of the first wing plate and the bottom plate are mutually matched in a sealing way, and the connection parts of the second wing plate and the bottom plate are mutually matched in a sealing way.
By the arrangement, concrete slurry leakage is effectively avoided, on one hand, the appearance of the cast-in-situ beam is not good, on the other hand, the overall quality of the cast-in-situ beam is ensured, and honeycomb appearance is avoided.
Optionally: the same side of the bottom plate, the first wing plate and the second wing plate is provided with connecting teeth, and the other sides of the bottom plate, the first wing plate and the second wing plate are provided with connecting grooves which are adapted to the connecting teeth.
So set up, when adjacent above-mentioned bottom plate passes through the connecting tooth and is connected with the spread groove, and adjacent above-mentioned first pterygoid lamina passes through the connecting tooth and is connected with the spread groove, and when adjacent above-mentioned second pterygoid lamina passes through the connecting tooth and is connected with the spread groove, this device can realize unlimited concatenation effect, is favorable to adapting to on-the-spot various environmental demands.
Optionally: the support frame is provided with a plurality of transverse support rods, a plurality of first vertical support rods and a plurality of second vertical support rods;
The plurality of transverse supporting rods, the plurality of first vertical supporting rods and the plurality of second vertical supporting rods are all arranged on the outer sides of the bottom plate, the first wing plates and the second wing plates;
The plurality of transverse supporting rods are positioned at the joint of the bottom plate, the plurality of first vertical supporting rods are positioned at the joint of the first wing plate, and the plurality of second vertical supporting rods are positioned at the joint of the second wing plate;
The transverse support rods, the first vertical support rods and the second vertical support rods are welded or connected and fixed with each other through bolts.
So set up, a plurality of horizontal bracing pieces, a plurality of first vertical bracing pieces and a plurality of second vertical bracing pieces provide the holding power, simultaneously, a plurality of horizontal bracing pieces, a plurality of first vertical bracing pieces and a plurality of second vertical bracing pieces all are located the junction then better avoid the drop of above-mentioned bottom plate, above-mentioned first pterygoid lamina and above-mentioned second pterygoid lamina, have further ensured the stability of whole template.
Optionally: the transverse supporting rods, the first vertical supporting rods and the second vertical supporting rods are T-shaped members, and the bottom plate, the first wing plates and the second wing plates are attached to the short edges of the T-shaped members.
The arrangement is beneficial to the installation of the bottom plate, the first wing plate and the second wing plate, and simultaneously reduces the spliced gap.
Optionally: the outside of a plurality of above-mentioned first vertical bracing piece is equipped with first backup pad, and the bottom of above-mentioned first backup pad has a plurality of first reinforcement that are parallel to each other, and above-mentioned first backup pad is through the rotatable connection of one end of above-mentioned first reinforcement is kept away from the one end of above-mentioned bottom plate at above-mentioned first vertical bracing piece to, above-mentioned first backup pad perpendicular to above-mentioned first pterygoid lamina.
The arrangement is that the first supporting plate can support the precast slab, so that the precast slab is convenient to be connected with the cast-in-situ beam in a pouring mode.
Optionally: the first supporting piece with adjustable length is arranged at the included angle between the first wing plate and the first supporting plate, one end of the first supporting piece is hinged to one end, far away from the first wing plate, of the first reinforcing piece, and the other end of the first supporting piece is hinged to the middle of the first vertical supporting rod.
So set up, the angle of above-mentioned first backup pad can be adjusted to above-mentioned first support piece to the prefabricated plate of adaptation different models.
Optionally: the outside of a plurality of above-mentioned second vertical bracing pieces is equipped with the second backup pad, and the bottom of above-mentioned second backup pad has a plurality of second reinforcement that are parallel to each other, and the rotatable connection of one end that above-mentioned second backup pad passes through above-mentioned second reinforcement is kept away from the one end of above-mentioned bottom plate at above-mentioned second vertical bracing piece to, above-mentioned second backup pad perpendicular to above-mentioned second pterygoid lamina.
The second supporting plate can support the precast slab, and the precast slab is convenient to be connected with the cast-in-situ beam in a pouring mode.
Optionally: and a second supporting piece with adjustable length is arranged at the included angle between the second wing plate and the second supporting plate, one end of the second supporting piece is hinged to one end, far away from the second wing plate, of the second reinforcing piece, and the other end of the second supporting piece is hinged to the middle part of the second vertical supporting rod.
So set up, the angle of above-mentioned second backup pad can be adjusted to above-mentioned second support piece to the prefabricated plate of adaptation different models.
Optionally: the first supporting piece and the second supporting piece are respectively provided with a first screw rod and a second screw rod, and a threaded sleeve is arranged at the joint of the first screw rod and the second screw rod.
The first screw rod and the second screw rod are mutually close to or separated from each other by rotating the threaded sleeve clockwise and anticlockwise, and therefore the adjustment of the supporting angle is achieved.
Optionally: a coaxial first through hole is formed between one end of the first reinforcement and one end of the first vertical supporting rod, which is far away from the bottom plate, and a pin shaft is embedded in the first through hole;
And a coaxial second through hole is formed between one end of the second reinforcing piece and one end of the second vertical supporting rod, which is far away from the bottom plate, and a pin shaft is embedded in the second through hole.
The arrangement of the first support plate and the second support plate can be integrated with the first wing plate and the second wing plate respectively through the pin shafts, the support function is achieved simultaneously, when the angle of the first support piece and the angle of the second support piece are adjusted, the first support plate and the second support plate are still in a connection state, the precast floor slabs are placed on the first support plate and the second support plate, and cast-in-place connection of cast-situ beams and precast slabs is achieved.
By combining the description, the rapid splicing template for the assembled building has the beneficial effects of simple template supporting, good template stress, less working procedures, high construction efficiency, small material consumption, low labor cost and controllable template supporting quality.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a prefabricated panel for supporting a rapid-splicing formwork for an assembled building according to an embodiment of the present utility model;
Fig. 2 is a schematic structural view of an assembled building rapid-splicing formwork according to an embodiment of the present utility model when the prefabricated panels are not supported.
Icon: the device comprises a 1-beam template, a 2-U-shaped die, a 3-supporting frame, a 4-bottom plate, a 5-first wing plate, a 6-second wing plate, a 7-connecting groove, an 8-transverse supporting rod, a 9-first vertical supporting rod, a 10-second vertical supporting rod, an 11-first supporting plate, a 12-first reinforcing piece, a 13-first supporting piece, a 14-second supporting plate, a 15-second reinforcing piece, a 16-second supporting piece, a 17-first screw rod, a 18-second screw rod, a 19-threaded sleeve, a 20-first through hole and a 21-second through hole.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Examples
Referring to fig. 1 and 2, the present embodiment proposes a rapid splicing form for an assembled building, including a beam form 1;
The beam template 1 is a U-shaped member, the beam template 1 is provided with a plurality of U-shaped molds 2, and the U-shaped molds 2 are mutually connected in series and spliced;
the bottom of a plurality of U-shaped moulds 2 all is equipped with support frame 3, and support frame 3 laminating is in the concatenation department of a plurality of U-shaped moulds 2.
When the concrete pouring device is used, the U-shaped moulds 2 are spliced end to end in series, then, the U-shaped moulds 2 are supported at splicing seams of the U-shaped moulds 2 through the supporting frame 3, the supporting effect is achieved, and finally, the reinforcement cage can be placed in the groove formed by the U-shaped moulds 2, so that concrete pouring is completed.
The embodiment discloses a be used for assembled building to piece together template soon for be used for assembled building to piece together template soon owing to adopt the mode of concatenation for be used for assembled building to piece together template soon has that the formwork is simple, the template atress is good, the process is few, the efficiency of construction is high, material consumption is little, the cost of labor is low and the controllable beneficial effect of formwork quality.
Referring to fig. 1 and 2, the plurality of U-shaped molds 2 each have a bottom plate 4, two ends of the bottom plate 4 are respectively provided with a first wing plate 5 and a second wing plate 6, one end of the first wing plate 5 close to the bottom plate 4 is vertically and fixedly connected to one end of the bottom plate 4, one end of the second wing plate 6 close to the bottom plate 4 is vertically and fixedly connected to the other end of the bottom plate 4, and the first wing plate 5 and the second wing plate 6 effectively form one U-shaped mold 2 through the bottom plate 4, so that the U-shaped mold 2 is suitable for the shape of the current beam.
The junction of first pterygoid lamina 5 and bottom plate 4 is sealed and cooperated each other, and the junction of second pterygoid lamina 6 and bottom plate 4 is sealed and cooperated each other, has effectually avoided concrete slurry seepage, is unfavorable for the outward appearance of cast-in-place roof beam on the one hand, on the other hand ensures cast-in-place roof beam's overall quality, avoids honeycomb to appear.
The same limit of bottom plate 4, first pterygoid lamina 5 and second pterygoid lamina 6 all has the connection tooth (not shown in the figure), the another side of bottom plate 4, first pterygoid lamina 5 and second pterygoid lamina 6 all has spread groove 7, spread groove 7 adaptation is in the connection tooth, when adjacent bottom plate 4 is connected with spread groove 7 through the spread tooth, adjacent first pterygoid lamina 5 is connected with spread groove 7 through the spread tooth, when adjacent second pterygoid lamina 6 is connected with spread groove 7 through the spread tooth, unlimited concatenation effect can be realized to this device, be favorable to adapting to on-the-spot various environmental demands.
Referring to fig. 1 and 2, the support frame 3 has a plurality of transverse support rods 8, a plurality of first vertical support rods 9 and a plurality of second vertical support rods 10;
The plurality of transverse supporting rods 8, the plurality of first vertical supporting rods 9 and the plurality of second vertical supporting rods 10 are all arranged on the outer sides of the bottom plate 4, the first wing plates 5 and the second wing plates 6;
The plurality of transverse supporting rods 8 are positioned at the joint of the bottom plate 4, the plurality of first vertical supporting rods 9 are positioned at the joint of the first wing plates 5, and the plurality of second vertical supporting rods 10 are positioned at the joint of the second wing plates 6;
The plurality of horizontal bracing pieces 8, the plurality of first vertical bracing pieces 9 and the plurality of second vertical bracing pieces 10 are welded or bolted connection each other fixedly, and the support force is provided by the plurality of horizontal bracing pieces 8, the plurality of first vertical bracing pieces 9 and the plurality of second vertical bracing pieces 10, and simultaneously, the plurality of horizontal bracing pieces 8, the plurality of first vertical bracing pieces 9 and the plurality of second vertical bracing pieces 10 are all located the junction and then better avoid the bottom plate 4, the drop of first pterygoid lamina 5 and second pterygoid lamina 6, have further ensured the stability of whole template.
The plurality of transverse supporting rods 8, the plurality of first vertical supporting rods 9 and the plurality of second vertical supporting rods 10 are T-shaped members, and the bottom plate 4, the first wing plates 5 and the second wing plates 6 are attached to the short edges of the T-shaped members, so that the installation of the bottom plate 4, the first wing plates 5 and the second wing plates 6 is facilitated, and meanwhile, the spliced gaps are reduced.
The outside of a plurality of first vertical bracing pieces 9 is equipped with first backup pad 11, and the bottom of first backup pad 11 has a plurality of first reinforcement 12 that are parallel to each other, and first backup pad 11 is kept away from the one end of bottom plate 4 at first vertical bracing piece 9 through the rotatable connection of one end of first reinforcement 12 to, first backup pad 11 perpendicular to first pterygoid lamina 5, and first backup pad 11 can support the prefabricated plate, and the prefabricated plate of being convenient for is connected with pouring of cast-in-situ roof beam.
The contained angle department between first pterygoid lamina 5 and the first backup pad 11 is equipped with adjustable length's first support piece 13, and the one end of first support piece 13 articulates and connects in the one end that first pterygoid lamina 5 was kept away from to first reinforcement 12, and the other end of first support piece 13 articulates and connects in the middle part of first vertical support pole 9, and the angle of first backup pad 11 can be adjusted to first support piece 13 to the prefabricated plate of adaptation different models.
Referring to fig. 1 and 2, the outer sides of the plurality of second vertical supporting rods 10 are provided with second supporting plates 14, the bottoms of the second supporting plates 14 are provided with a plurality of second reinforcing members 15 which are parallel to each other, one ends of the second supporting plates 14, which are through the second reinforcing members 15, are rotatably connected with one ends of the second vertical supporting rods 10, which are far away from the bottom plate 4, and the second supporting plates 14 are perpendicular to the second wing plates 6, and the second supporting plates 14 can support precast slabs, so that the precast slabs are convenient to be connected with pouring of cast-in-situ beams.
The contained angle department between second pterygoid lamina 6 and the second backup pad 14 is equipped with adjustable length's second support piece 16, and the one end of second support piece 16 articulates and connects in the one end that second reinforcement 15 kept away from second pterygoid lamina 6, and the other end of second support piece 16 articulates and connects in the middle part of second vertical bracing piece 10, and the angle of second backup pad 14 can be adjusted to second support piece 16 to the prefabricated plate of adaptation different models.
Referring to fig. 1 and 2, the first supporting member 13 and the second supporting member 16 are respectively provided with a first screw rod 17 and a second screw rod 18, a threaded sleeve 19 is arranged at the joint of the first screw rod 17 and the second screw rod 18, and the first screw rod 17 and the second screw rod 18 are mutually close to or separated from each other by rotating the threaded sleeve 19 clockwise and anticlockwise, so that the supporting angle is adjusted.
A coaxial first through hole 20 is formed between one end of the first reinforcement 12 and one end of the first vertical supporting rod 9, which is far away from the bottom plate 4, and a pin shaft (not shown in the figure) is embedded in the first through hole 20; a coaxial second through hole 21 is formed between one end of the second reinforcement 15 and one end of the second vertical supporting rod 10 far away from the bottom plate 4, a pin shaft (not shown in the figure) is embedded in the second through hole 21, the first supporting plate 11 and the second supporting plate 14 can respectively form a whole with the first wing plate 5 and the second wing plate 6 through the pin shaft, the supporting function is achieved simultaneously, when the angle of the first supporting piece 13 and the second supporting piece 16 is adjusted, the first supporting plate 11 and the second supporting plate 14 are still in a connection state, the precast floor slabs are placed on the first supporting plate 11 and the second supporting plate 14, and cast-in-situ connection of cast-situ beams and precast slabs is further achieved.
Referring to fig. 1 and 2, in the present embodiment, the beam template 1 is a steel template, which can be effectively recycled, and is convenient to assemble through bolts, and the flatness of the steel template can be ensured, so that the cast-in-situ beam after finished products has good quality and appearance.
Referring to fig. 1 and 2, in this embodiment, the first support plate 11 and the second support plate 14 are used to support prefabricated plates, when two prefabricated plates are needed to be spliced, in order to achieve connection and provide enough bearing capacity, the device is installed at the lower part of the splicing seam of two prefabricated plates, the two prefabricated plates are respectively placed on the first support plate 11 and the second support plate 14, and then a reinforcement cage is installed in a groove of the device and concrete is poured, so that the two prefabricated plates can be connected, the connection and the supporting functions of the adjacent prefabricated plates are effectively achieved through the beam template 1, meanwhile, the construction speed is increased, and the efficiency is improved.
In another embodiment, the lateral support bar 8 may be formed by folding the edges of the bottom plate 4, and the first vertical support bar 9 and the second vertical support bar 10 may each be formed by folding the edges of the first wing plate 5 and the second wing plate 6.
The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (10)
1. A be used for assembled building to piece together template soon which characterized in that:
Comprises a beam template;
the beam template is a U-shaped member and is provided with a plurality of U-shaped molds which are mutually connected in series and spliced;
The bottom of a plurality of U-shaped moulds all is equipped with the support frame, the support frame laminating in a plurality of the concatenation department of U-shaped mould.
2. A quick assembly form for a fabricated building according to claim 1, wherein:
The U-shaped die comprises a plurality of U-shaped dies, wherein the U-shaped dies are respectively provided with a bottom plate, two ends of the bottom plate are respectively provided with a first wing plate and a second wing plate, one end of each first wing plate, which is close to the bottom plate, is vertically and fixedly connected with one end of the bottom plate, and one end of each second wing plate, which is close to the bottom plate, is vertically and fixedly connected with the other end of the bottom plate.
3. A quick assembly form for a fabricated building according to claim 2, wherein:
the first wing plate is in sealing fit with the connecting part of the bottom plate, and the second wing plate is in sealing fit with the connecting part of the bottom plate.
4. A quick assembly form for a fabricated building according to claim 2, wherein:
the bottom plate, the first wing plate and the second wing plate all have the connection tooth on the same side, the bottom plate, the first wing plate and the another side of second wing plate all have the spread groove, the spread groove is adapted to the connection tooth.
5. A quick assembly form for a fabricated building according to claim 2, wherein:
The support frame is provided with a plurality of transverse support rods, a plurality of first vertical support rods and a plurality of second vertical support rods;
the transverse supporting rods, the first vertical supporting rods and the second vertical supporting rods are all arranged on the outer sides of the bottom plate, the first wing plates and the second wing plates;
The plurality of transverse supporting rods are positioned at the joint of the bottom plate, the plurality of first vertical supporting rods are positioned at the joint of the first wing plate, and the plurality of second vertical supporting rods are positioned at the joint of the second wing plate;
The transverse support rods, the first vertical support rods and the second vertical support rods are welded or connected and fixed with each other through bolts.
6. A quick assembly form for a fabricated building according to claim 5, wherein:
the transverse supporting rods, the first vertical supporting rods and the second vertical supporting rods are T-shaped members, and the bottom plate, the first wing plates and the second wing plates are attached to the short edges of the T-shaped members.
7. A quick assembly form for a fabricated building according to claim 5, wherein:
The outside of a plurality of first vertical bracing piece is equipped with first backup pad, the bottom of first backup pad has a plurality of first reinforcement that are parallel to each other, first backup pad passes through the rotatable connection of one end of first reinforcement is in first vertical bracing piece is kept away from the one end of bottom plate, and, first backup pad perpendicular to first pterygoid lamina.
8. A quick assembly form for a fabricated building according to claim 7, wherein:
The first wing plate is provided with a first supporting piece with adjustable length at an included angle between the first wing plate and the first supporting plate, one end of the first supporting piece is hinged to one end, away from the first wing plate, of the first reinforcing piece, and the other end of the first supporting piece is hinged to the middle of the first vertical supporting rod.
9. A quick assembly form for a fabricated building according to claim 5, wherein:
The outside of a plurality of second vertical bracing piece is equipped with the second backup pad, the bottom of second backup pad has a plurality of second reinforcement that are parallel to each other, the second backup pad passes through the rotatable connection of one end of second reinforcement is in the one end that the bottom plate was kept away from to the second vertical bracing piece, and, the second backup pad is perpendicular to the second pterygoid lamina.
10. A quick assembly form for a fabricated building according to claim 9, wherein:
The contained angle department between the second pterygoid lamina with second backup pad is equipped with adjustable length's second support piece, second support piece's one end articulated connect in the second reinforcement is kept away from the one end of second pterygoid lamina, second support piece's the other end articulated connect in the middle part of second vertical support pole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322630222.9U CN220954638U (en) | 2023-09-27 | 2023-09-27 | Be used for assembled building to piece together template soon |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322630222.9U CN220954638U (en) | 2023-09-27 | 2023-09-27 | Be used for assembled building to piece together template soon |
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| Publication Number | Publication Date |
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| CN220954638U true CN220954638U (en) | 2024-05-14 |
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|---|---|---|---|
| CN202322630222.9U Active CN220954638U (en) | 2023-09-27 | 2023-09-27 | Be used for assembled building to piece together template soon |
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| Country | Link |
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| CN (1) | CN220954638U (en) |
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2023
- 2023-09-27 CN CN202322630222.9U patent/CN220954638U/en active Active
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