CN215254581U - Tool type beam column joint angle mould - Google Patents
Tool type beam column joint angle mould Download PDFInfo
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- CN215254581U CN215254581U CN202120620752.3U CN202120620752U CN215254581U CN 215254581 U CN215254581 U CN 215254581U CN 202120620752 U CN202120620752 U CN 202120620752U CN 215254581 U CN215254581 U CN 215254581U
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Abstract
The utility model belongs to the building field, concretely relates to instrument formula beam column node angle mould, including board die block board, roof beam die block board and post limit template, board die block board is the right angle bent plate structure for with prefabricated post cooperation installation, the roof beam die block board is the right angle bent plate structure, can form one with the roof beam die block board concatenation of another beam column node angle mould and be used for installing notch structure with the cooperation of superimposed beam, post limit template fixed coordination is at board die block board top for support superimposed sheet. The utility model has the advantages that: the four beam column node molds are combined, each angle mold is fixed with the prefabricated part through the bolt, so that the joint is tighter, quality problems caused by slurry leakage and the like are greatly reduced when concrete is poured in the later period, and the flatness of the joint is better; the utility model discloses install at the scene, the group's mould material only has template, bolt, and the group's mould is convenient, improves the efficiency of construction greatly, improves the job schedule.
Description
Technical Field
The utility model belongs to the building field, concretely relates to instrument formula beam column node angle mould.
Background
As the precast concrete and fabricated building industry develops into a key stage, primary stage target tasks from none to few to many are realized, and intermediate stage targets from poor to good quality, slow to fast construction period and high to low cost are mainly solved in the next step. To achieve this goal, efforts are made not only in component design and production, but also in the way of construction.
The traditional formwork support system is that a full frame is firstly erected, and then the formwork is provided with pouring concrete. If the assembly type building is built by continuously adopting the traditional supporting template and supporting mode, a large amount of turnover materials such as steel pipes, fasteners, wood beams, templates and the like can be input, the field safety civilized construction management of projects can be influenced, and the building advantages of the assembly type building can not be reflected.
In the construction process of on-site formwork erection, beam-column joints are key processes. The following limitations exist according to the conventional template and support process: 1. the wood template has dimension deviation after being cut, the joint is not tight, and quality problems such as slurry leakage and the like are easy to generate; 2. compared with the formwork at other parts, the formwork supporting process and the fixing mode at the beam column node are more complicated, and the formwork supporting efficiency is not high; 3. the wood mould is easy to bend and deform, and particularly after repeated use, the flatness of a concrete surface after pouring is difficult to ensure; 4. there is an excess of turnaround material.
SUMMERY OF THE UTILITY MODEL
In order to compensate for the deficiencies of the prior art, the utility model provides a technical scheme of instrument formula beam column node angle mould.
The tool type beam column joint angle mould is characterized by comprising
The plate bottom template is of a right-angle bent plate structure and is used for being installed in a matched mode with the prefabricated column;
the beam bottom template is fixedly matched with two sides of the plate bottom template and is of a right-angle bent plate structure, and the beam bottom template can be spliced with a beam bottom template of another beam column node angle template to form a structure for being matched with a superposed beam to install a notch; and
and the column side template is fixedly matched with the top of the bottom template and used for supporting the laminated slab.
The tool type beam column joint angle die is characterized in that the plate bottom die plate comprises two plate bottom die plate split bodies which are fixedly matched, the plate bottom die plate split bodies are of an L-shaped structure, and the beam bottom die plate is formed by vertically and outwards extending the corresponding plate bottom die plate split bodies.
The tool type beam-column joint angle die is characterized in that the column side die plate extends to the top of the beam bottom die plate.
The tool type beam-column joint angle die is characterized in that the column side template is of a W-shaped structure.
The tool type beam-column joint angle die is characterized in that a plurality of first mounting holes are formed in the plate bottom template.
The tool type beam-column joint angle die is characterized in that a plurality of second mounting holes are formed in the beam bottom template.
The tool type beam-column joint angle die is characterized in that the plate bottom die plate, the beam bottom die plate and the column side die plate are all steel structures.
The contrast prior art, the utility model discloses there is following advantage:
1) the four beam column node molds are combined, each angle mold is fixed with the prefabricated part through the bolt, so that the joint is tighter, quality problems caused by slurry leakage and the like are greatly reduced when concrete is poured in the later period, and the flatness of the joint is better;
2) the utility model is a pre-prepared steel mould, which avoids the quality problem caused by the size deviation of the mould;
3) the utility model is installed on site, the template and the bolt are only used as the template material, and the template assembly is convenient, thereby greatly improving the construction efficiency and the working progress;
4) the utility model discloses an instrument formula mould can manifold cycles use, makes mould reuse rate improve greatly, plays the effect of practicing thrift the cost.
Drawings
FIG. 1 is a schematic structural view of four beam-column joint molds formed by splicing head and tail parts of the present invention;
FIG. 2 is a schematic view of the structure of the present invention in a working state when the present invention is applied to formwork construction;
fig. 3 is a second schematic view of the usage status of the present invention in the formwork construction.
Detailed Description
In the description of the present invention, it is to be understood that the terms "one end", "the other end", "the outside", "upper", "inside", "horizontal", "coaxial", "central", "end", "length", "outer end", etc. indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
The present invention will be further explained with reference to the accompanying drawings.
As shown in the figure, the tool type beam-column joint angle mould comprises
The plate bottom template 7 is of a right-angle bent plate structure, and is used for being matched with the prefabricated column 2;
the beam bottom template 5 is fixedly matched on two sides of the plate bottom template 7 and is of a right-angle bent plate structure, and the beam bottom template 5 can be spliced with the beam bottom template 5 of another beam column node angle mold to form a notch structure matched with the superposed beam 3; and
and the column side template 6 is fixedly matched with the top of the bottom template 7 and used for supporting the laminated slab 4.
In some embodiments, the slab bottom formwork 7 includes two slab bottom formwork divided bodies fixedly matched with each other, the slab bottom formwork divided bodies are in an L-shaped structure, and the beam bottom formwork 5 is formed by extending corresponding slab bottom formwork divided bodies vertically outwards. The column side formwork 6 extends to the top of the beam bottom formwork 5.
Further, the pillar side formwork 6 has a W-shaped structure.
In some embodiments, the bottom plate 7 has a plurality of first mounting holes 700.
In some embodiments, the beam bottom formwork 5 is provided with a plurality of second mounting holes 500.
In some embodiments, the plate bottom formwork 7, the beam bottom formwork 5 and the column side formwork 6 are preferably steel structures.
The utility model discloses set up a plurality of first mounting holes 700 on board die block board 7, set up a plurality of second mounting holes 500 on roof beam die block board 5, correspond the position on prefabricated post 2, superposed beam 3 simultaneously and reserve the sleeve. The utility model discloses a roof beam die block board 5 and post limit template 6 are all outwards widened, leak thick liquid when being favorable to preventing cast in situ concrete.
The specific operation process comprises the following steps: 1) during deep design, the specific size of a used beam-column node is determined according to the size of a lower column and the size of a transverse beam and the specific position of the beam, so that the accuracy of the installation process is ensured; 2) selecting four angle moulds with corresponding sizes, and respectively connecting the angle moulds with the superposed beam 3 and the prefabricated column 2 through bolts; 3) and fixing the four angle molds in sequence to form a complete beam-column joint mold.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.
Claims (7)
1. A tool type beam column joint angle mould is characterized by comprising
The plate bottom template (7) is of a right-angle bent plate structure and is used for being matched with the prefabricated column (2) for installation;
the beam bottom template (5) is fixedly matched with two sides of the plate bottom template (7) and is of a right-angle bent plate structure, and the beam bottom template (5) can be spliced with the beam bottom template (5) of another beam column node angle template to form a notch structure matched with the superposed beam (3); and
the column side template (6) is fixedly matched with the top of the plate bottom template (7) and used for supporting the laminated plate (4).
2. The tool type beam-column joint angle die as claimed in claim 1, wherein the slab bottom die plate (7) comprises two slab bottom die plate split bodies fixedly matched with each other, the slab bottom die plate split bodies are of L-shaped structures, and the beam bottom die plate (5) is formed by vertically and outwardly extending corresponding slab bottom die plate split bodies.
3. A tool beam column node angle form according to claim 2, characterized in that the column side form (6) extends to the top of the beam bottom form (5).
4. The tool type beam-column joint angle die as claimed in claim 1, wherein the column side die plate (6) is of a W-shaped structure.
5. The tool type beam-column joint angle die as claimed in any one of claims 1 to 4, wherein the plate bottom die plate (7) is provided with a plurality of first mounting holes (700).
6. The tool type beam-column joint angle die as claimed in any one of claims 1 to 4, wherein the beam bottom die plate (5) is provided with a plurality of second mounting holes (500).
7. The tool type beam-column joint angle die as claimed in any one of claims 1 to 4, wherein the plate bottom die plate (7), the beam bottom die plate (5) and the column side die plate (6) are all made of steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120620752.3U CN215254581U (en) | 2021-03-26 | 2021-03-26 | Tool type beam column joint angle mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120620752.3U CN215254581U (en) | 2021-03-26 | 2021-03-26 | Tool type beam column joint angle mould |
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| CN215254581U true CN215254581U (en) | 2021-12-21 |
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| CN202120620752.3U Active CN215254581U (en) | 2021-03-26 | 2021-03-26 | Tool type beam column joint angle mould |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115492374A (en) * | 2022-09-05 | 2022-12-20 | 中国一冶集团有限公司 | Beam column joint formwork reinforcing structure and construction method |
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2021
- 2021-03-26 CN CN202120620752.3U patent/CN215254581U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115492374A (en) * | 2022-09-05 | 2022-12-20 | 中国一冶集团有限公司 | Beam column joint formwork reinforcing structure and construction method |
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