CN218029011U - A mould bearing structure for concrete placement - Google Patents
A mould bearing structure for concrete placement Download PDFInfo
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- CN218029011U CN218029011U CN202220699614.3U CN202220699614U CN218029011U CN 218029011 U CN218029011 U CN 218029011U CN 202220699614 U CN202220699614 U CN 202220699614U CN 218029011 U CN218029011 U CN 218029011U
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Abstract
The utility model provides a mould supporting structure for concrete pouring, which comprises an assembly part and a supporting frame, wherein the assembly part is used for supporting a mould, and the supporting frame is used for supporting the assembly part; the assembling piece is composed of vertical plates which are crossed and adjacent to each other; the supporting frame comprises an upright post, a cross beam, supporting ribs, a bottom plate and a back plate, the upright post and the cross beam form a fixed frame of the peripheral space of the die, the upright post is provided with vertical supporting ribs, the cross beam is provided with horizontal supporting ribs, the bottom plate is fixed on the horizontal supporting ribs, and the back plate is fixed on the vertical supporting ribs; the assembling piece is fixedly connected with the bottom plate and the back plate, and the vertical plate positioned on the fixing surface is butted with the bottom plate or the back plate through a mortise and tenon structure. The utility model discloses a pile square block structure and support the curved surface of the various changes of mould comprehensively, need not to carry out artifical laying-out, improved the efficiency of construction. Meanwhile, the precision guarantee is further improved by the advanced machining.
Description
Technical Field
The utility model belongs to the technical field of the mould supports for concrete placement.
Background
The cast-in-place concrete is a common construction expression technique and can create elegant, simple and elegant effects. The later-stage modification treatment is basically not carried out after the fair-faced concrete is formed, so that the quality of the final fair-faced concrete is directly determined by the quality of the mould. Traditional cast-in-place clear water concrete is pouring the in-process, and especially the hyperboloid construction, because mould technology is too complicated, the concatenation degree of difficulty is high, hardly makes perfect clear water facade effect, produces wrong face, leaks thick liquid, and the curved surface walks quality defects such as shape, and the mould of the big camber part is mostly artifical small concatenation simultaneously, wastes time and energy, causes the time limit for a project, and the cost is serious to come up.
Meanwhile, the traditional concrete pouring mold supporting system cannot better provide stable support for the complex and variable mold surface structure, supports of different parts are generally required to be designed according to the expansion condition of each part of a pouring body of each case, and the concrete pouring mold supporting system is complex in structure, high in construction cost and low in efficiency.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a low-cost, efficient mould bearing structure for concrete placement in order to improve the weak point that exists among the prior art of construction.
In order to achieve the purpose, the utility model adopts the following technical proposal:
a mould supporting structure for concrete pouring comprises assembling pieces and a supporting frame, wherein the assembling pieces are used for supporting a mould, and the supporting frame is used for supporting the assembling pieces; the assembling piece is composed of vertical plates which are crossed and adjacent to each other; the supporting frame comprises an upright post, a cross beam, supporting ribs, a bottom plate and a back plate, the upright post and the cross beam form a fixed frame of the peripheral space of the die, the upright post is provided with vertical supporting ribs, the cross beam is provided with horizontal supporting ribs, the bottom plate is fixed on the horizontal supporting ribs, and the back plate is fixed on the vertical supporting ribs; the assembling piece is fixedly connected with the bottom plate and the back plate, and the vertical plate positioned on the fixing surface is butted with the bottom plate or the back plate through a mortise and tenon structure.
Furthermore, the assembling piece is arranged between the mold and the bottom plate and the back plate, and the vertical plate of the assembling piece is completely filled in the space formed between the mold and the bottom plate and the back plate.
The vertical plate is in butt joint with the bottom plate or the back plate through the mortise and tenon structure, and then is further fixed by bolting or nails or is fixed by being provided with corner connectors.
Furthermore, the vertical plates adopt wood templates with the thickness of 20-40mm, and the distance between the two opposite vertical plates is 150-300mm.
Furthermore, the vertical plate is provided with a mortise and tenon structure for being in butt joint with the die.
Furthermore, the upright posts and the cross beams are arranged into a coil-buckled scaffold with an interval of 60-120cm, and at least two supporting ribs are arranged in the cells of the scaffold.
Furthermore, the bottom plate, the back plate and the supporting ribs are firmly fixed in a nailing mode, and the position is calibrated by using a total station instrument before fixing. Furthermore, the cross section of the supporting rib is over 60mm high.
Furthermore, the bottom plate and the back plate adopt wood templates with the thickness of 20mm-40mm, and the size of the bottom plate and the back plate is more than 60 × 60cm.
The utility model has the advantages that:
the utility model provides a mould bearing structure for concrete placement fixes cross riser built-up connection on scaffold frame basis, forms stable heap square block structure, as long as the square has piled and just can support the curved surface of the various changes of mould comprehensively together, need not to carry out artifical laying-out, has reduced the manual work volume by a wide margin, has improved the efficiency of construction. Meanwhile, the precision guarantee is further improved by the advanced machining.
The following description of the embodiments of the present invention will be made with reference to the accompanying drawings:
drawings
Fig. 1 is a schematic cross-sectional view of a mold support structure for concrete pouring provided by an embodiment of the present invention.
Reference numerals:
100 assemblage, 101 standing board
200 support frame, 201 upright post, 202 cross beam, 203 support rib, 204 bottom plate, 205 back plate
300 composite die, 400 casting body and 500 split bolts
Detailed Description
The specific embodiments described herein are merely illustrative of the principles of this patent and are not intended to limit the scope of the disclosure. It should be noted that, for the convenience of description, only a part of the structure related to the technical solution of the present patent is shown in the drawings, not the whole structure.
Before discussing exemplary embodiments in greater detail, it should be noted that the structures of the device components and/or the modules themselves mentioned in the embodiments, if not specified in detail, are those that can be understood or commercially available to those skilled in the art in light of the present disclosure.
As shown in fig. 1, the present embodiment provides a mold support structure for concrete casting, which includes an assembly 100 and a support frame 200, wherein the assembly 100 is used for supporting a mold, and the support frame 200 is used for supporting the assembly 100; the assembling piece 100 is composed of all vertical plates 101 which are crossed and adjacent; the supporting frame 200 comprises upright columns 201, cross beams 202, supporting ribs 203, a bottom plate 204 and a back plate 205, the upright columns 201 and the cross beams 202 form a fixed frame of a peripheral space of the mold, the upright columns 201 are provided with vertical supporting ribs 203a, the cross beams 202 are provided with horizontal supporting ribs 203b, and the bottom plate 204 is fixed on the horizontal supporting ribs 203b and is used for bearing vertical load; the back plate 205 is fixed on the vertical support rib 203a for bearing horizontal load; the assembly member 100 is fixedly connected with the bottom plate 204 and the back plate 205, the vertical plate 101 on the fixing surface is butted with the bottom plate 204 or the back plate 205 through a mortise and tenon structure, and finally is further fixed by bolts, nails or configured corner connectors.
During construction, a steel frame or scaffold modularized support piece is selected according to the size of the poured mass. And 4, calculating the stress, and additionally arranging diagonal bracing and other lateral force resisting support rods as required. The upright posts 201 and the cross beams 202 can be arranged into 60cm coiling and buckling scaffold with standard spacing, and at least two supporting ribs are arranged in the cells of the scaffold. The height of the section of the support rib 203 is more than 60 mm.
The vertical plate 101 is preferably a wooden template with the distance of more than 20mm, and the distance between two opposite vertical plates 101 is 150mm.
The bottom plate 204 and the back plate 205 are preferably wooden templates with the thickness of more than 20mm, and the size of the bottom plate 204 and the back plate 205 is preferably 60 × 60cm standard plates.
The bottom plate 204, the back plate 205 and the support rib 203 are firmly fixed by nailing or the like, and the total station is used for calibrating the position before fixing. Holes can also be reserved on the bottom plate and the back plate, and the bottom plate and the back plate are respectively fixed with the cross beam and the upright post by using hoops.
The assembly member 100 is arranged between the mold and the bottom plate 204 and the back plate 205, and the vertical plate 101 of the assembly member 100 is completely filled in the space formed between the mold and the bottom plate 204 and the back plate 205. The vertical plate 101 can be provided with a mortise and tenon structure which is in accurate butt joint with the die.
Adopt the bearing structure of this patent embodiment, during site operation, put up braced frame according to the structure of drawing design in advance, then it is complete to pile up all crossovers of riser, need not artifical the stocking to form accurate stable support to pouring the mould promptly, the manual work volume that has significantly reduced.
The above description is given for the purpose of illustrating the preferred embodiments of the present invention, but the present invention is not limited to the embodiments, and those skilled in the art can make various equivalent modifications or substitutions without departing from the spirit of the present invention, and such equivalent modifications or substitutions are included in the scope of the present invention defined by the claims.
Claims (10)
1. The utility model provides a mould bearing structure for concrete placement which characterized in that: the mould comprises an assembly part (100) and a supporting frame (200), wherein the assembly part (100) is used for supporting a mould, and the supporting frame (200) is used for supporting the assembly part (100); the assembling piece (100) is composed of all vertical plates (101) which are crossed and adjacent; the supporting frame (200) comprises upright posts (201), cross beams (202), supporting ribs (203), a bottom plate (204) and a back plate (205), the upright posts (201) and the cross beams (202) form a fixed frame of a peripheral space of the mold, the upright posts (201) are provided with vertical supporting ribs (203 a), the cross beams (202) are provided with horizontal supporting ribs (203 b), the bottom plate (204) is fixed on the horizontal supporting ribs (203 b), and the back plate (205) is fixed on the vertical supporting ribs (203 a); the assembling piece (100) is fixedly connected with the bottom plate (204) and the back plate (205), and the vertical plate (101) positioned on the fixing surface is butted with the bottom plate (204) or the back plate (205) through a mortise and tenon structure.
2. The mold support structure for concrete casting of claim 1, wherein: the assembly member (100) is arranged between the mold and the bottom plate (204) and the back plate (205), and the vertical plate (101) of the assembly member (100) is completely filled in a space formed between the mold and the bottom plate (204) and the back plate (205).
3. The mold support structure for concrete casting of claim 1, wherein: the vertical plate (101) is fixed by bolts or nails or is provided with corner connectors.
4. The mold support structure for concrete casting of claim 1, wherein: the vertical plate (101) adopts a wood template with the thickness of 20-40 mm.
5. The mold support structure for concrete casting of claim 1, wherein: the distance between the two opposite vertical plates (101) is 150-300mm.
6. The mold support structure for concrete casting of claim 1, wherein: the vertical plate (101) is provided with a mortise and tenon structure for being in butt joint with the die.
7. The mold support structure for concrete casting of claim 1, wherein: the upright posts (201) and the cross beams (202) are arranged into a coil-buckled scaffold with an interval of 60-120cm, and at least two supporting ribs are arranged in each cell of the scaffold.
8. The mold support structure for concrete casting of claim 1, wherein: the cross section of the supporting rib (203) is higher than 60 mm.
9. The mold support structure for concrete casting of claim 1, wherein: the bottom plate (204) and the back plate (205) are fixed with the support rib (203) in a nailing mode.
10. The mold support structure for concrete casting of claim 1, wherein: the bottom plate (204) and the back plate (205) adopt wood templates with the thickness of 20-40mm, and the size of the bottom plate (204) and the size of the back plate (205) are more than 60 x 60cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220699614.3U CN218029011U (en) | 2022-03-23 | 2022-03-23 | A mould bearing structure for concrete placement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220699614.3U CN218029011U (en) | 2022-03-23 | 2022-03-23 | A mould bearing structure for concrete placement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218029011U true CN218029011U (en) | 2022-12-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220699614.3U Active CN218029011U (en) | 2022-03-23 | 2022-03-23 | A mould bearing structure for concrete placement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218029011U (en) |
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2022
- 2022-03-23 CN CN202220699614.3U patent/CN218029011U/en active Active
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