CN211775760U - Tool type reinforcing template for joint of assembled main beam and secondary beam - Google Patents
Tool type reinforcing template for joint of assembled main beam and secondary beam Download PDFInfo
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- CN211775760U CN211775760U CN201921906642.2U CN201921906642U CN211775760U CN 211775760 U CN211775760 U CN 211775760U CN 201921906642 U CN201921906642 U CN 201921906642U CN 211775760 U CN211775760 U CN 211775760U
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- 230000003014 reinforcing effect Effects 0.000 title claims description 34
- 238000009415 formwork Methods 0.000 claims description 34
- 239000003973 paint Substances 0.000 claims description 15
- 239000004593 Epoxy Substances 0.000 claims description 9
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 9
- 239000011248 coating agent Substances 0.000 claims description 7
- 238000000576 coating method Methods 0.000 claims description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 6
- 239000011701 zinc Substances 0.000 claims description 6
- 229910052725 zinc Inorganic materials 0.000 claims description 6
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 230000002035 prolonged effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 18
- 239000002131 composite material Substances 0.000 abstract description 15
- 230000000694 effects Effects 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 238000005267 amalgamation Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 abstract 1
- 239000007788 liquid Substances 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 13
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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Abstract
The utility model discloses a template is consolidated to instrument formula that is used for assembled girder and secondary beam to connect department, set up in the composite beam secondary beam of this composite beam girder both sides including a composite beam girder and symmetry, install instrument formula at the crossing junction of this composite beam girder and this composite beam secondary beam and consolidate the template body, instrument formula consolidates the template body and comprises two parts of the side form board that bottom end form and symmetry set up in this bottom end form top both sides, wherein, the side form board of both sides all links to each other as a whole through fastening assembly and bottom end form, forms the detachable instrument formula reinforcement template body that has the activity of draw-in groove in the middle part. The utility model discloses can solve the slope that exists after traditional building templates amalgamation, collapse the mould, stagger the platform and leak thick liquid and the scheduling problem, adopt this construction method, construction speed is fast, the installation is convenient, exempts from to support, and easy operation, the mechanization degree height, construction cycle are short are assembled to the template scene, and all instrument formulas reinforce the template and to the equal used repeatedly of pull screw, energy-concerving and environment-protective.
Description
Technical Field
The utility model relates to a template is consolidated to instrument formula, specificly relates to a template is consolidated to instrument formula that is used for assembled girder and secondary beam to connect department belongs to construction articles for use technical field.
Background
It is known that in the construction of an assembly type reinforced concrete frame structure, in order to meet the relevant standard requirements, a large number of prefabricated composite beam main and secondary beam joint templates are usually required to be faced in the construction process of the assembly type reinforced concrete frame structure. Because the primary and secondary beams of the fabricated building composite beam are prefabricated in a component factory, the joint template area of the primary and secondary beams is small, the operation is difficult, and the construction cost is high. When the formwork is erected, the concrete formwork at the position is difficult to erect due to the prefabricated components. At present, the method generally adopted is a method of supporting plywood and battens, and because the template is difficult to reinforce when being supported, the phenomena of inclination, non-straightness, mold collapse, slurry leakage and the like are easy to occur, and the repairing is difficult. The construction process seriously affects the concrete forming quality, affects the construction period and has higher construction cost. Therefore, the construction process which is convenient to operate, energy-saving and environment-friendly, does not affect the construction period and the concrete forming quality is needed to solve the problem, and the designed template needs to meet the requirements on strength, rigidity and stability.
Therefore, the key point for solving the technical problems is to develop a tool type reinforcing template for the joint of the assembled main beam and the secondary beam, which has the advantages of higher construction efficiency, energy conservation, environmental protection and higher working reliability.
Disclosure of Invention
To a great deal of defect and not enough that exist among the above-mentioned background art, the utility model discloses improve and the innovation to this, aim at provides one kind and not only can realize reuse, can also make such a instrument formula that is used for assembled girder and secondary beam joint department that concrete shaping quality satisfies the standard requirement when according with the green requirement and consolidate the template.
In order to solve the above problems and achieve the above object, the present invention provides a tool type reinforcement formwork for joints of assembled main beams and secondary beams, which is implemented by adopting the following design structure and the following technical scheme:
the utility model provides a instrument formula reinforcing template for assembled girder and secondary beam joint department, including a superposed beam girder (6) and symmetry set up superposed beam secondary beam (7) in this superposed beam girder (6) both sides, install the instrument formula reinforcing template body of accomplishing work of arranging with it in the crossing junction of this superposed beam girder (6) and this superposed beam secondary beam (7), instrument formula reinforcing template body comprises two parts of bottom form (2) and side form (1) that the symmetry set up in this bottom form (2) top both sides, wherein, the side form (1) of both sides all links to each other as an organic whole through fastening assembly and bottom form (2), form the activity detachable instrument formula reinforcing template body that the middle part has the draw-in groove.
Preferably, the whole side formwork (1) is a latticed long frame body member, a plurality of first connecting holes (11) are formed in the end face of the long frame body member, the first connecting holes (11) penetrate through the front face and the back face of the side formwork (1), and one end of a first pair of pulling screw rods (3) penetrates through the first connecting holes (11) and then is connected with the superposed beam secondary beam (7) and the side formworks (1) on the two sides through first fastening nuts (31); the long frames (12) of the connected structure are symmetrically extended from two sides of the long side of the side template (1), a plurality of second connecting holes (121) are formed in the long frames (12), and the bolts (5) penetrate through the second connecting holes (121) and then are connected with the bottom template (2) through nuts (51); short frames (13) of a connected structure are symmetrically arranged on two sides of the short side of the side template (1) in an extending mode, a plurality of third connecting holes (131) are formed in the short frames (13), and one end of a second counter-pulling screw rod (4) penetrates through the third connecting holes (131) and then is connected with the main beam (6) of the superposed beam and the side templates (1) on two sides through a second fastening nut (41); the side template (1) is also provided with a plurality of reinforcing ribs (14), and the reinforcing ribs (14) are arranged in a criss-cross manner.
More preferably, five second connecting holes (121) are formed in the long frame (12), the second connecting holes (121) penetrate through the front side and the back side of the long frame (12), and the distances between the adjacent second connecting holes (121) are the same; two third connecting holes (131) are formed in the short frame (13), and the third connecting holes (131) penetrate through the front side and the back side of the short frame (13).
Preferably, the whole bottom template (2) is a latticed long frame member, bottom template long frames (21) of a connected structure are symmetrically extended from two sides of a long side of the long frame member, a plurality of mounting holes (211) are formed in the bottom template long frames (21), and the mounting holes (211) penetrate through the front side and the back side of the bottom template long frames (21); the long frames (21) of the bottom formworks at the two sides are also provided with a plurality of first reinforcing ribs (212), and the panel of the bottom formwork (2) is also provided with a plurality of second reinforcing ribs (22).
More preferably, five mounting holes (211) are formed in the long frame (21) of the bottom template, the five mounting holes (211) are all bolt holes, and the distances between the adjacent bolt holes are the same.
Preferably, the design height and width of the side formwork (1) and the bottom formwork (2) are matched with the design height and width of the secondary beam (7) of the superposed beam.
Preferably, the fastening assembly comprises an upper bolt assembly and a lower bolt assembly, wherein the upper bolt assembly is composed of a first pair of pull screws (3) and a first fastening nut (31) matched with the first pair of pull screws to complete work, and the first pair of pull screws (3) are fixed through the first fastening nut (31) after penetrating through a first connecting hole (11) in the side formwork (1);
the lower bolt component is composed of a bolt (5) and a nut (51) matched with the bolt to complete work, wherein the bolt (5) penetrates through the first connecting hole (121) and the second connecting hole (121) and the mounting hole (211) and then is connected and fixed through the nut (51).
More preferably, the first fastening nut (31), the second fastening nut (41) and the nut (51) are all hexagonal nuts or flat head nuts.
More preferably, the outer surfaces of the side templates (1), the bottom template (2), the fastening assembly, the first counter screw (3), the second counter screw (4), the first fastening nut (31) and the second fastening nut (41) are all coated with colored paint or an anti-rust layer, and the anti-rust layer comprises epoxy zinc-rich primer and chlorinated rubber finish paint.
More preferably, the coating is yellow paint, so that the coating is not easy to rust and corrode and has a prolonged service life; the antirust layer also comprises an epoxy micaceous iron intermediate paint positioned between the epoxy zinc-rich primer and the chlorinated rubber finish paint.
Compared with the prior art, the utility model produced beneficial effect is:
1. the utility model has good concrete forming quality;
2. the utility model has simple operation, is convenient for workers to master, and improves the construction efficiency;
3. the utility model can be repeatedly used, meets the requirements of green construction, is energy-saving and environment-friendly, and meets ten new technical requirements of the construction industry;
4. the side template and the bottom template of the utility model are respectively a whole template, which is simple to manufacture and convenient to install;
5. the utility model discloses the face is smooth, and rigidity, intensity, stability homoenergetic satisfy the designing requirement, and the concrete shaping is of high quality.
Drawings
The following detailed description of embodiments of the invention is provided with reference to the accompanying drawings, in which:
fig. 1 is a schematic overall structure diagram of a sideform (1) component of the present invention;
FIG. 2 is a schematic view of the overall structure of the bottom form (2) component of the present invention;
FIG. 3 is a schematic view of the overall structure of the second counter screw (4) component of the present invention;
fig. 4 is a schematic view of the overall structure of the first pair of pull screw (3) components of the present invention;
fig. 5 is a schematic view of the overall structure of the present invention;
FIG. 6 is one of the usage state diagrams of the present invention;
fig. 7 is a second usage state diagram of the present invention;
wherein, the reference numbers in the figures: 1-side template, 11-first connecting hole, 12-long frame, 121-second connecting hole, 13-short frame, 131-third connecting hole, 14-reinforcing rib;
2, a bottom template, 21, a long frame of the bottom template, 211, a mounting hole, 212, a first reinforcing rib and 22, a second reinforcing rib;
3-a first pair of pull screws, 31-a first fastening nut;
4-a second pair of pull screws, 41-a second fastening nut;
5-bolt, 51-nut;
6, overlapping the girder;
7-superposed beam secondary beam.
Detailed Description
In order to make the technical means, inventive features, objectives and functions of the present invention easy to understand, the technical solution of the present invention will be further described in detail with reference to the accompanying drawings and the detailed description.
The tool type reinforcing template for the joint of the assembled main beam and the secondary beam comprises a superposed beam main beam 6 and superposed beam secondary beams 7 symmetrically arranged on two sides of the superposed beam main beam 6, wherein a tool type reinforcing template body matched with the superposed beam main beam 6 and the superposed beam secondary beams 7 to complete work is arranged at the joint of the superposed beam main beam 6 and the superposed beam secondary beams 7, the tool type reinforcing template body is composed of a bottom template 2 and two side templates 1 symmetrically arranged on two sides of the top of the bottom template 2, wherein the side templates 1 on two sides are connected with the bottom template 2 into a whole through fastening components to form a movable and detachable tool type reinforcing template body with a clamping groove in the middle.
Furthermore, the side formwork 1 is a latticed long frame member as a whole, a plurality of first connecting holes 11 are formed in the end face of the long frame member, the first connecting holes 11 penetrate through the front face and the back face of the side formwork 1, and one end of the first pair of pull screw rods 3 penetrates through the first connecting holes 11 and then is connected with the superposed beam secondary beam 7 and the side formworks 1 on the two sides through the first fastening nuts 31; the long frames 12 of the connected structure are symmetrically extended from two sides of the long side of the side template 1, a plurality of second connecting holes 121 are formed in the long frames 12, and the bolts 5 are connected with the bottom template 2 through nuts 51 after penetrating through the second connecting holes 121; short frames 13 of a connected structure are symmetrically extended from two sides of the short side of the side template 1, a plurality of third connecting holes 131 are formed in the short frames 13, and one end of a second counter-pulling screw rod 4 passes through the third connecting holes 131 and then is connected with the superposed beam main beam 6 and the side templates 1 on two sides through a second fastening nut 41; the side template 1 is also provided with a plurality of reinforcing ribs 14, and the reinforcing ribs 14 are arranged in a criss-cross manner.
Specifically, five second connection holes 121 are formed in the long frame 12, the second connection holes 121 penetrate through the front and back sides of the long frame 12, and the distances between adjacent second connection holes 121 are the same; two third connecting holes 131 are formed in the short frame 13, and the third connecting holes 131 penetrate through the front and back sides of the short frame 13.
Further, the whole bottom template 2 is a latticed long frame member, bottom template long frames 21 of a connected structure are symmetrically extended from two sides of a long side of the long frame member, a plurality of mounting holes 211 are formed in the bottom template long frames 21, and the mounting holes 211 penetrate through the front and back sides of the bottom template long frames 21; the long frames 21 of the bottom formworks at two sides are also provided with a plurality of first reinforcing ribs 212, and the panel of the bottom formwork 2 is also provided with a plurality of second reinforcing ribs 22.
Specifically, five mounting holes 211 are formed in the long frame 21 of the bottom template, the five mounting holes 211 are bolt holes, and the distance between every two adjacent bolt holes is the same.
Further, the design height and width of the side template 1 and the bottom template 2 are matched with the design height and width of the secondary beam 7 of the superposed beam.
Further, the fastening assembly comprises an upper bolt assembly and a lower bolt assembly, wherein the upper bolt assembly is composed of a first pair of pull screws 3 and a first fastening nut 31 matched with the first pair of pull screws to complete work, and the first pair of pull screws 3 are fixed through the first fastening nut 31 after penetrating through the first connecting holes 11 on the side formwork 1;
the lower bolt assembly is composed of a bolt 5 and a nut 51 matched with the bolt 5 to complete work, wherein the bolt 5 passes through the first and second connecting holes 121 and the mounting hole 211 and then is connected and fixed through the nut 51.
Specifically, the first fastening nut 31, the second fastening nut 41 and the nut 51 are all hexagonal nuts or flat head nuts.
Specifically, the outer surfaces of the side template 1, the bottom template 2, the fastening assembly, the first counter screw 3, the second counter screw 4, the first fastening nut 31 and the second fastening nut 41 are all coated with colored paint or an anti-rust layer, and the anti-rust layer comprises epoxy zinc-rich primer and chlorinated rubber finish paint.
More specifically, the coating is yellow paint, so that the coating is not easy to rust and corrode, and the service life is prolonged; the antirust layer also comprises an epoxy micaceous iron intermediate paint positioned between the epoxy zinc-rich primer and the chlorinated rubber finish paint.
To sum up, the utility model discloses more specific embodiment is:
the tool type reinforcing template for the joint of the assembled main beam and the assembled secondary beam of the design structure needs to be manufactured and installed for standby before being used.
In the manufacturing process, in order to meet the requirement of flatness and ensure that the concrete forming quality is excellent, a whole 4mm thick steel plate is selected as a panel for reinforcing a side template 1 and a bottom template 2 of a template body; in order to satisfy the requirements of rigidity and strength, the side form 1 is integrally formed as a lattice-shaped long frame member, and the bottom form 2 is integrally formed as a lattice-shaped long frame member.
The specific processing implementation mode is as follows:
processing flow of reinforced template
According to calculation, the steel templates are all formed by welding 4mm steel plates, and standard matching materials such as No. 16 split screws, bolts, nuts and the like are selected. The design sizes of the tool type reinforced template body side template 1 and the bottom template are determined according to the specific sizes of the prefabricated superposed beam main beam 6 and the superposed beam secondary beam 7 of the assembled concrete frame structure, and the short frame 13, the first connecting hole 11 in the template and the preformed holes of the prefabricated superposed beam main beam 6 and the superposed beam secondary beam 7 need to be correspondingly arranged, so that the tool type reinforced template is convenient to use during construction.
Selecting a steel plate with the thickness of 4mm as a side template 1 spring line plate material of a reinforced template body → forming holes on a panel of the side template 1, a long frame 12 and a short frame 13, welding the long frame 12 and the short frame 13 and reinforcing ribs 14 → forming the reinforced template → checking, accepting and reserving.
And then selecting a steel plate with the thickness of 4mm as a bottom template 2 spring line plate of the reinforced template body → the long frame 21 of the bottom template is made of 50 equal-edge angle steel with the thickness of 4mm, and arranging a mounting hole on the long frame 21 of the bottom template → welding the long frame 21 of the bottom template and the first reinforcing rib 212 as well as the second reinforcing rib 22 → molding the steel template → checking, accepting and reserving for use.
Installation process of reinforced template
Firstly, after binding of reinforcing steel bars at joints of primary and secondary beams of a composite beam is finished, brushing a release agent on smooth surfaces of a ground template 1 and a bottom template 2 of a reinforced template body, and starting assembling the reinforced template body;
step two, installing in-place reinforced template body side templates 1 on two sides of the prefabricated composite beam secondary beam, and fixing the side templates 1 of the reinforced template bodies on two sides of the composite beam secondary beam 7 by using a first pair of pull screws 3 and first fastening nuts 31 to penetrate through the first connecting holes 11 and the preformed holes corresponding to the composite beam secondary beam 7;
step three, simultaneously installing the side templates 1 of the reinforced template body at the two sides of the prefabricated composite beam main beam 6 in place, and fixing the side templates 1 of the reinforced template body at the two sides of the main beam by using a second counter-pulling screw rod 4 and a second fastening nut 41 to penetrate through a second bolt hole 131 and a reserved hole corresponding to the composite beam main beam 6;
fourthly, installing the bottom template 2 of the reinforced template body, utilizing bolts 5 to penetrate through connecting holes 211 on the bottom template 2 and first bolt holes 121 on the side templates 1, locking the bottom template 2 and the side templates 1 by nuts 51, enabling the primary beam 6 and the secondary beam 7 of the composite beam and the side templates 1 and 2 of the reinforced template body to form an integral structure, and checking and accepting the template system;
step five, mounting the laminated slab at the joint of the primary beam and the secondary beam of the laminated beam, and binding upper-layer steel bars of the laminated slab;
sixthly, pouring concrete in an area formed by splicing the side templates 1 and the bottom template 2 of the reinforced template body with the primary and secondary beam joints, wherein the concrete is poured in layers, the lower half part of the primary and secondary beam joints is poured firstly, the upper half part of the concrete and the composite slab are poured simultaneously, and the concrete is vibrated and compacted in time during pouring to form the complete primary and secondary beam joints finally;
step seven, dismantling the template: firstly screwing the nut 51 on the bolt 5, drawing out the lower nut, removing the bottom template 2, sequentially screwing out the first fastening nut 31 and the second fastening nut 41 on the first pair of pull screws 3 and the second pair of pull screws 4, drawing out the first pair of pull screws 3 and the second pair of pull screws 4, and gradually removing each side template 1;
and step eight, after the template is removed, curing the concrete, cleaning the template, repairing and coating a release agent, and then entering the next construction section for cycle use in sequence.
It is finally stated that the above is to the detailed introduction that the utility model provides, it is herein to the principle of the utility model is described, and the explanation of the above theory of operation is only used for helping to understand the core thought of the utility model. It should be noted that, for those skilled in the art, the present invention can be modified and modified without departing from the principle of the present invention, and the modified and modified embodiments also fall into the protection scope of the claims of the present invention.
Claims (10)
1. The utility model provides a template is consolidated to instrument formula that is used for assembled girder and secondary beam to connect department, includes a superposed beam girder (6) and symmetry set up in superposed beam secondary beam (7) of this superposed beam girder (6) both sides, its characterized in that: the tool type reinforced formwork body is characterized in that a tool type reinforced formwork body matched with the superposed beam main beam (6) and the superposed beam secondary beam (7) to complete work is installed at the crossed joint of the superposed beam main beam (6) and the superposed beam secondary beam (7), the tool type reinforced formwork body is composed of a bottom formwork (2) and two side formworks (1) symmetrically arranged on two sides of the top of the bottom formwork (2), wherein the side formworks (1) on two sides are connected with the bottom formwork (2) into a whole through fastening components, and the movable and detachable tool type reinforced formwork body with a clamping groove in the middle is formed.
2. The tool type reinforced formwork for the joint of the assembled main beam and the assembled secondary beam according to claim 1, wherein: the side template (1) is integrally a latticed long frame body member, a plurality of first connecting holes (11) are formed in the end face of the long frame body member, the first connecting holes (11) penetrate through the front face and the back face of the side template (1), and one end of a first pair of pulling screw rods (3) penetrates through the first connecting holes (11) and then is connected with the superposed beam secondary beam (7) and the side templates (1) on the two sides through first fastening nuts (31); the long frames (12) of the connected structure are symmetrically extended from two sides of the long side of the side template (1), a plurality of second connecting holes (121) are formed in the long frames (12), and the bolts (5) penetrate through the second connecting holes (121) and then are connected with the bottom template (2) through nuts (51); short frames (13) of a connected structure are symmetrically arranged on two sides of the short side of the side template (1) in an extending mode, a plurality of third connecting holes (131) are formed in the short frames (13), and one end of a second counter-pulling screw rod (4) penetrates through the third connecting holes (131) and then is connected with the main beam (6) of the superposed beam and the side templates (1) on two sides through a second fastening nut (41); the side template (1) is also provided with a plurality of reinforcing ribs (14), and the reinforcing ribs (14) are arranged in a criss-cross manner.
3. The tool type reinforcing template for the joint of the assembled main beam and the assembled secondary beam as claimed in claim 2, wherein: five second connecting holes (121) are formed in the long frame (12), the second connecting holes (121) penetrate through the front side and the back side of the long frame (12), and the distances between the adjacent second connecting holes (121) are the same; two third connecting holes (131) are formed in the short frame (13), and the third connecting holes (131) penetrate through the front side and the back side of the short frame (13).
4. The tool type reinforced formwork for the joint of the assembled main beam and the assembled secondary beam according to claim 1, wherein: the whole bottom template (2) is a latticed long frame member, bottom template long frames (21) of a connected structure are symmetrically extended from two sides of a long side of the long frame member, a plurality of mounting holes (211) are formed in the bottom template long frames (21), and the mounting holes (211) penetrate through the front side and the back side of the bottom template long frames (21); the long frames (21) of the bottom formworks at the two sides are also provided with a plurality of first reinforcing ribs (212), and the panel of the bottom formwork (2) is also provided with a plurality of second reinforcing ribs (22).
5. The tool type reinforcing template for the joint of the assembled main beam and the assembled secondary beam as claimed in claim 4, wherein: five mounting holes (211) are formed in the long frame (21) of the bottom template, the five mounting holes (211) are all bolt holes, and the distance between every two adjacent bolt holes is the same.
6. The tool type reinforced formwork for the joint of the assembled main beam and the assembled secondary beam according to claim 1, wherein: the design height and width of the side template (1) and the bottom template (2) are matched with the design height and width of the secondary beam (7) of the superposed beam.
7. The tool type reinforced formwork for the joint of the assembled main beam and the assembled secondary beam according to claim 1, wherein: the fastening assembly comprises an upper bolt assembly and a lower bolt assembly, wherein the upper bolt assembly is composed of a first pair of pull screws (3) and a first fastening nut (31) matched with the first pair of pull screws to complete work, and the first pair of pull screws (3) are fixed through the first fastening nut (31) after penetrating through a first connecting hole (11) in the side formwork (1);
the lower bolt component is composed of a bolt (5) and a nut (51) matched with the bolt to complete work, wherein the bolt (5) penetrates through the first connecting hole (121) and the second connecting hole (121) and the mounting hole (211) and then is connected and fixed through the nut (51).
8. The tool type reinforcing template for the joint of the assembled main beam and the assembled secondary beam as claimed in claim 2, wherein: the first fastening nut (31), the second fastening nut (41) and the nut (51) are all hexagonal nuts or flat head nuts.
9. The tool type reinforcing template for the joint of the assembled main beam and the assembled secondary beam as claimed in claim 2, wherein: the outer surfaces of the side template (1), the bottom template (2), the fastening assembly, the first counter-pulling screw (3), the second counter-pulling screw (4), the first fastening nut (31) and the second fastening nut (41) are all coated with colored paint or an anti-rust layer, and the anti-rust layer comprises epoxy zinc-rich primer and chlorinated rubber finish paint.
10. The tool type reinforced formwork for the joint of the assembled main beam and the assembled secondary beam according to claim 9, wherein: the coating is yellow paint, so that the coating is not easy to rust and corrode, and the service life is prolonged; the antirust layer also comprises an epoxy micaceous iron intermediate paint positioned between the epoxy zinc-rich primer and the chlorinated rubber finish paint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921906642.2U CN211775760U (en) | 2019-11-07 | 2019-11-07 | Tool type reinforcing template for joint of assembled main beam and secondary beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921906642.2U CN211775760U (en) | 2019-11-07 | 2019-11-07 | Tool type reinforcing template for joint of assembled main beam and secondary beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211775760U true CN211775760U (en) | 2020-10-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921906642.2U Active CN211775760U (en) | 2019-11-07 | 2019-11-07 | Tool type reinforcing template for joint of assembled main beam and secondary beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211775760U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115012649A (en) * | 2022-06-27 | 2022-09-06 | 苏州思萃融合基建技术研究所有限公司 | Template for concrete pouring at node of assembled beam column and mounting method thereof |
-
2019
- 2019-11-07 CN CN201921906642.2U patent/CN211775760U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115012649A (en) * | 2022-06-27 | 2022-09-06 | 苏州思萃融合基建技术研究所有限公司 | Template for concrete pouring at node of assembled beam column and mounting method thereof |
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