CN210798294U - Mould of cast-in-situ cornice bucket angle - Google Patents
Mould of cast-in-situ cornice bucket angle Download PDFInfo
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- CN210798294U CN210798294U CN201921453812.6U CN201921453812U CN210798294U CN 210798294 U CN210798294 U CN 210798294U CN 201921453812 U CN201921453812 U CN 201921453812U CN 210798294 U CN210798294 U CN 210798294U
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Abstract
A cast-in-situ eave bucket angle mould comprises a first template, a second template, a ridge beam plate, a first template, a second template, a third template and a fourth template, wherein the ridge beam plate is fixed on a support system and bent in a hook shape, the height of the tip end of a ridge beam plate hook is lower than that of the tail end of the ridge beam plate hook, the first template and the second template are fixed on the support system and positioned on two sides of the ridge beam plate, the first template and the second template are both in a triangular structure, the first edges of the first template and the second template are matched with the ridge beam plate and respectively jointed with two sides of the ridge beam plate, the second edges of the first template and the second template are bent in a hook shape, the tip end of the second edge hook is intersected with the tip end of the ridge beam plate in an acute angle and higher than that of the tail end of the second edge hook, the low point end of the third edge of the first template and the second template are intersected with the tail end of the second edge hook, a spacing distance is reserved between the high point end of the third edge end of the, The second, third and fourth side templates are fixed on the first and second edges of the first and second templates respectively to form a mold cavity of the mold.
Description
Technical Field
The utility model relates to a building engineering field, in particular to mould at cast-in-place cornice fill angle.
Background
The ancient Chinese building is a building mode mainly adopting a wooden framework, and gradually forms a unique building system and style in the world through continuous creation along with the development of times.
In the current stage, with the continuous development of concrete structures, other ancient buildings are newly built and rebuilt except that the original structural system is still adopted in the repairing engineering, and the ancient buildings in the current stage are formed by replacing part of wooden frameworks with reinforced concrete structures. In order to achieve the same effect as a wooden framework after paint color painting, high requirements are provided for manufacturing and installing antique components and cast-in-place antique components. Especially, the cornice bucket angle at the corner of the roof of the archaized building and the four corners of the cornice bucket angle are warped and extended, the matched cast-in-place mould has complicated components, a large number of small parts and large difficulty in intensive construction of reinforcing steel bars, and the concrete molding quality is poor.
Disclosure of Invention
The utility model aims at prior art not enough, provide a mould of cast-in-place eaves fill angle, its simple structure, construction convenience can effectively shorten construction period, and guarantees cast-in-place eaves fill angle shaping precision and quality.
The technical scheme of the utility model is that: a mould for a cast-in-situ eave bucket corner comprises a first template, a second template, a ridge beam plate, a first side template, a second side template, a third side template and a fourth side template, wherein the ridge beam plate is fixed on a support system through a plurality of screws and is bent in a hook shape, the height of the hook tip of the ridge beam plate bent in the hook shape is lower than that of the tail end of the ridge beam plate hook, the first template and the second template are fixed on the support system through a plurality of screws and are respectively positioned at two sides of the ridge beam plate and are symmetrically distributed, the first template and the second template are both in triangular structures, the first sides of the first template and the second template in the triangular structures are adapted to the ridge beam plate and respectively jointed with the two side seams of the ridge beam plate, the second sides of the first template and the second template in the triangular structures are bent in the hook shape, and the hook tip of the second side hook bent in the hook shape is intersected with the hook tip of the ridge beam plate in an acute angle, the height of the third edge of the first template and the third edge of the second template is higher than that of the tail end of the second edge hook, the low point end of the third edge of the first template and the third edge of the second template which are of a triangular structure is intersected with the tail end of the second edge hook, a spacing distance is reserved between the high point end of the third edge of the first template and the tail end of the ridge beam plate, the first edge template is matched with the second edge of the first template and is fixed on the first template in a vertical distribution mode, the second edge template is matched with the third edge of the first template and is fixed on the first template in a vertical distribution mode, the third edge template is matched with the second edge of the second template and is fixed on the second template in a vertical distribution mode, the fourth edge template is matched with the third edge of the second template and is fixed on the second template in a vertical distribution mode, and a spacing distance is reserved between the high point ends of the second edge template and the fourth edge template to form a notch of the.
The first template and the second template are formed by splicing a plurality of small wood boards.
The ridge beam plate is formed by splicing a plurality of large battens end to end.
The first edge template, the second edge template, the third edge template and the fourth edge template are formed by splicing a plurality of small battens end to end respectively.
Adopt above-mentioned technical scheme to have following beneficial effect:
1. the mould of cast-in-place cornice fill angle includes first template, second template, ridge roof beam board to and first side template, second side template, third side template, fourth side template, first template, second template, ridge roof beam board, first side template, second side template, third side template, fourth side template enclose into the die cavity that is used for pouring concrete. The ridge beam plate is fixed on the support system through a plurality of screws and is bent in a hook shape, stability of the ridge beam plate is guaranteed, disassembly is convenient, the height of the tip end of the ridge beam plate hook bent in the hook shape is lower than that of the tail end of the ridge beam plate hook, and the cast-in-situ eave bucket angle portion corresponding to the tail end of the ridge beam plate hook is connected with the building main body to adapt to the modeling trend of the cast-in-situ eave bucket angle. The first template and the second template are fixed on the support system through a plurality of screws, are respectively positioned on two sides of the ridge beam plate and are symmetrically distributed, so that the stability of the first template and the second template is ensured, and the first template and the second template are convenient to disassemble. The first template and the second template are both triangular structures, the first edges of the first template and the second template which are triangular structures are matched with the ridge beam plate and are respectively jointed with the two edges of the ridge beam plate, so that the first template, the second template and the ridge beam plate are spliced to form a whole, and a bottom die for cast-in-place concrete forming is formed. The second sides of the first template and the second template which are of triangular structures are in hook-shaped bending, the tip end of a second edge hook which is in hook-shaped bending is intersected with the tip end of a ridge beam plate hook in an acute angle and is higher than the height of the tail end of the second edge hook, the low point end of the third side of the first template and the second template which are in triangular structures is intersected with the tail end of the second edge hook, and a spacing distance is reserved between the high point end of the third side of the first template and the second template and the tail end of the ridge beam plate, so that the modeling tendency of the first template and the second template is adapted to the modeling tendency of a cast-in-situ eave bucket angle, and the molding effect of the cast-in-situ eave bucket angle is ensured. The first side template suits with the second limit of first template, fixes on first template, is the vertical distribution, and second side template suits with the third limit of first template, fixes on first template, is the vertical distribution, the third side template suits with the second limit of second template, fixes on the second template, is the vertical distribution, and the fourth side template suits with the third limit of second template, fixes on the second template, is the vertical distribution, through first side template, second board template, first template, forms a shaping chamber, through third side template, fourth side template, second template, forms another shaping chamber, satisfies cast in situ concrete's shaping needs. The second side formwork and the high point end of the second side formwork are spaced to form a notch of the mould, the cast-in-place cornice bucket corner formed by the notch is connected with the building main body in a seamless mode, the attractiveness of the cast-in-place cornice bucket corner is improved on the premise that the structural strength is guaranteed, and the follow-up construction strength is effectively reduced.
2. The first template and the second template are formed by splicing a plurality of small boards, and the molding difficulty and the processing cost of the first template and the second template are effectively reduced on the premise of meeting the integral molding trend of the first template and the second template.
The following further description is made with reference to the accompanying drawings and detailed description.
Drawings
FIG. 1 is a schematic structural view of the present invention (construction state, not completely spliced);
fig. 2 is the sectional schematic view (construction state, not completely spliced) of the present invention.
In the attached drawings, 1 is a first template, 2 is a second template, 3 is a ridge beam plate, 4 is a first edge template, 5 is a second edge template, 6 is a third edge template, 7 is a fourth edge template, and 8 is a notch.
Detailed Description
The utility model discloses in, the construction method that does not mark adopts the construction method of building field conventional to be under construction, and the component that does not mark concrete structure adopts the conventional component of building field usually.
Referring to fig. 1 and 2, a concrete embodiment of a mold for cast-in-place cornice bucket angle is shown. The mould of cast-in-place cornice fill angle includes first template 1, second template 2, ridge beam board 3 to and first side template 4, second side template 5, third side template 6, fourth side template 7. The ridge beam plate 3 is fixed on the support system through a plurality of screws and is bent in a hook shape, the height of the tip end of the ridge beam plate hook bent in the hook shape is lower than that of the tail end of the ridge beam plate hook, in the embodiment, the ridge beam plate 3 is formed by splicing a plurality of large battens end to end, as shown in fig. 2, the two battens including the large batten with the number of 37 are connected end to end and are respectively fixed on the support system through screws. The first template 1 and the second template 2 are fixed on the support system through a plurality of screws, are respectively located on two sides of the ridge beam plate 3 and are symmetrically distributed, the first template 1 and the second template 2 are both in a triangular structure, the first sides of the first template 1 and the second template 2 in the triangular structure are adapted to the ridge beam plate 3 and are respectively jointed with two sides of the ridge beam plate 3, the second sides of the first template 1 and the second template 2 in the triangular structure are bent in a hook shape, the tip of the second hook in the hook shape is intersected with the tip of the ridge beam plate in an acute angle and is higher than the height of the tail end of the second hook, the low point end of the third side of the first template 1 and the second template 2 in the triangular structure is intersected with the tail end of the second side hook, and the high point end of the third side of the first template 1 and the second template 2 is separated from the tail end of the ridge beam plate 3 The second template 2 is formed by splicing a plurality of small wood boards, as shown in fig. 2, the first template is formed by splicing a plurality of small wood boards with the numbers of 1-36, 51-56 and 79, the second template is formed by splicing a plurality of small wood boards with the numbers of 38-50 and 57-78, included angles are formed between adjacent small wood boards, and finally the first template and the second template which are curved in a curved surface are formed by splicing. First limit template 4 suits with the second limit of first template 1, fixes on first template 1, is the vertical distribution, and second limit template 5 suits with the third limit of first template 1, fixes on first template 1, is the vertical distribution, third limit template 6 suits with the second limit of second template 2, fixes on second template 2, is the vertical distribution, and fourth side template 7 suits with the third limit of second template 2, fixes on second template 2, is the vertical distribution, and in this embodiment, first limit template 4, second limit template 5, third limit template 6, fourth side template 7 constitute by the concatenation of polylith little stuff head and the tail respectively. The high point ends of the second side template 5 and the fourth side template 7 have a spacing distance to form a cutting gap 8 of the die.
The utility model discloses a pouring principle does, accomplishes the mould equipment, and fixed mounting is on the supporter system, according to the design requirement after laying the reinforcing bar in the mould, immediately organize concrete placement, to the great region of slope, choose for use the less concrete of slump from bottom to top segmentation pouring, to the node reinforcing bar intensive and be in column cap department region, choose for use with the fine aggregate concrete of design wall post with the same reference numeral, and the minor diameter stick that shakes is under construction. Until the strength of the concrete reaches 1.2N/mm2And then, performing watering maintenance on the concrete surface for not less than 2 weeks based on the micro-wetting of the concrete surface, and removing the mold to obtain the cast-in-place formed cornice bucket angle.
Claims (4)
1. The utility model provides a mould at cast-in-place cornice fill angle which characterized in that: comprises a first template (1), a second template (2), a ridge beam plate (3), a first edge template (4), a second edge template (5), a third edge template (6) and a fourth edge template (7),
the ridge beam plate (3) is fixed on the support system through a plurality of screws and is bent in a hook shape, the height of the tip end of the hook of the ridge beam plate bent in the hook shape is lower than that of the tail end of the hook of the ridge beam plate,
the first template (1) and the second template (2) are fixed on the support system through a plurality of screws, are respectively positioned at two sides of the ridge beam plate (3) and are symmetrically distributed, the first template (1) and the second template (2) are both in a triangular structure,
the first edges of the first template (1) and the second template (2) which are in a triangular structure are adapted to the ridge beam plate (3) and are respectively jointed with the two edges of the ridge beam plate (3),
the second sides of the first template (1) and the second template (2) which are in a triangular structure are bent in a hook shape, the tip end of the second hook bent in the hook shape is intersected with the tip end of the ridge beam plate hook in an acute angle and is higher than the tail end of the second hook,
the low point end of the third edge of the first template (1) and the second template (2) which are in a triangular structure is intersected with the tail end of the second edge hook, the high point end of the third edge of the first template (1) and the second template (2) is spaced from the tail end of the ridge beam plate (3),
the first side template (4) is adapted to the second side of the first template (1), is fixed on the first template (1) and is vertically distributed, the second side template (5) is adapted to the third side of the first template (1), is fixed on the first template (1) and is vertically distributed,
the third side template (6) is adapted to the second side of the second template (2) and fixed on the second template (2) in vertical distribution, the fourth side template (7) is adapted to the third side of the second template (2) and fixed on the second template (2) in vertical distribution,
the high point ends of the second side template (5) and the fourth side template (7) have a spacing distance to form a cutting gap (8) of the die.
2. The cast-in-place cornice bucket angle mold according to claim 1, characterized in that: the first template (1) and the second template (2) are formed by splicing a plurality of small wood boards.
3. The cast-in-place cornice bucket angle mold according to claim 1, characterized in that: the ridge beam plate (3) is formed by splicing a plurality of large battens end to end.
4. The cast-in-place cornice bucket angle mold according to claim 1, characterized in that: the first side template (4), the second side template (5), the third side template (6) and the fourth side template (7) are formed by splicing a plurality of small battens end to end respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921453812.6U CN210798294U (en) | 2019-09-03 | 2019-09-03 | Mould of cast-in-situ cornice bucket angle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921453812.6U CN210798294U (en) | 2019-09-03 | 2019-09-03 | Mould of cast-in-situ cornice bucket angle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210798294U true CN210798294U (en) | 2020-06-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921453812.6U Active CN210798294U (en) | 2019-09-03 | 2019-09-03 | Mould of cast-in-situ cornice bucket angle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210798294U (en) |
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2019
- 2019-09-03 CN CN201921453812.6U patent/CN210798294U/en active Active
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