CN212773611U - Simple beam bottom reinforcing piece without beam penetrating screw - Google Patents
Simple beam bottom reinforcing piece without beam penetrating screw Download PDFInfo
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- CN212773611U CN212773611U CN202021264030.0U CN202021264030U CN212773611U CN 212773611 U CN212773611 U CN 212773611U CN 202021264030 U CN202021264030 U CN 202021264030U CN 212773611 U CN212773611 U CN 212773611U
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Abstract
The utility model relates to a girder steel reinforcement technical field specifically is a simple and easy beam bottom reinforcement of no beam screw rod of wearing, including beam side template and shaped steel roof beam, the square timber is connected to beam side template left and right sides fixedly connected with, the outside of connecting the square timber is provided with presss from both sides the beam square timber, the outside of pressing from both sides the beam square timber is provided with connecting screw, the inboard of pressing from both sides the beam square timber is fixed through connecting screw and the outside of connecting the square timber, current beam template reinforcing scheme, adopt the screw rod to wear the roof beam to consolidate, the construction is loaded down with trivial details, shaped steel roof beam, beam template screw rod hole three points one line, the screw rod installation darkness is big, consumes a large amount.
Description
Technical Field
The utility model relates to a girder steel consolidates technical field, specifically is a simple and easy beam bottom reinforcement of no beam screw rod of wearing.
Background
In super high-rise section steel concrete structure, use the screw rod to consolidate the roof beam side form board more, adopt screw rod strengthening beam work progress shaped steel roof beam and template all to need the trompil, influence shaped steel roof beam structural performance, the work progress is loaded down with trivial details, it is big to wear the screw rod degree of difficulty, the later stage is repaired the screw hole and is needed a large amount of manual works and expenses.
The existing beam template reinforcing scheme adopts a screw to penetrate through a beam for reinforcement, the construction is complicated, three points of the shaped steel beam and a screw hole of the beam template are on the same line, the screw installation darkness is large, a large amount of labor is consumed, and the later-stage repair cost of the screw hole is high.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a simple and easy beam bottom reinforcement of no roof beam screw rod to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a simple and easy beam bottom reinforcement of no beam screw of wearing, including beam side form and shaped steel roof beam, beam side form left and right sides fixedly connected with connects the square timber, the outside of connecting the square timber is provided with presss from both sides the square timber, the outside of pressing from both sides the square timber is provided with connecting screw, the inboard of pressing from both sides the square timber is fixed through the outside of connecting screw with being connected the square timber, the below of pressing from both sides the square timber is provided with reverse screw rod, reverse screw rod's middle part is provided with the connecting axle, reverse screw rod's below is provided with fixed square timber, fixed square timber passes through fixing screw and presss from both sides square timber fixed connection, shaped steel roof beam sets up the inside at beam side form, both sides all are provided with the support girder steel about shaped steel is inside, the inside left and right sides of.
Preferably, the number of the beam clamping square timbers is eight, the left side and the right side of the beam side template are respectively provided with four beam clamping square timbers, and the eight beam clamping square timbers are respectively fixed on the three connecting square timbers through connecting screws.
Preferably, two through holes are respectively arranged below the clamping beam square timber, the radius of the through hole on the clamping beam square timber is slightly larger than the reverse screw rod, and the radius of the through hole below the clamping beam square timber is slightly larger than the fixing screw rod.
Preferably, the number of the supporting steel beams is eight, four supporting steel beams are arranged above the inside of the section steel beam, four supporting steel beams are arranged below the inside of the section steel beam, the top of the section steel beam is evenly divided into three equal parts by the four supporting steel beams above the section steel beam, and the bottom of the section steel beam is evenly divided into three equal parts by the four supporting steel beams below the section steel beam.
Preferably, the left half part of the connecting shaft is provided with an internal thread corresponding to the left side of the reverse screw, the right half part of the connecting shaft is provided with an internal thread corresponding to the right side of the reverse screw, and the left internal thread and the right internal thread of the connecting shaft are provided with closed openings.
Compared with the prior art, the beneficial effects of the utility model are that: this equipment need not be to shaped steel roof beam and roof beam side form trompil, and is simple in operation, but cyclic utilization, thereby reduce the labour cost, this equipment structure is simple, and is practical, after using this equipment to pour into the concrete, the concrete shaping is of high quality, because this equipment need not to trompil again on shaped steel roof beam and the roof beam side form, no screw rod hole on shaped steel roof beam and the roof beam side form, the stability of girder steel structure has been increased, greatly increased the ability of house antidetonation anti-disaster, the manpower and materials that the later stage carries out the screw rod hole and repairs have been reduced, the later stage repair cost is reduced, the construction cost is greatly saved, improve traditional coaster, and great economic benefits has.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a side view of the present invention.
In the figure: 1. the beam side template comprises beam side templates 2, connecting square timbers 3, beam clamping square timbers 31, connecting screws 4, section steel beams 5, supporting steel beams 6, balance steel beams 7, a beam inner template 8, reverse screws 9, connecting shafts 10, fixing square timbers 11 and fixing screws.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 2, the present invention provides a technical solution: the utility model provides a simple and easy beam bottom reinforcement of no penetrating beam screw, including beam-side template 1 and shaped steel roof beam 4, 1 left and right sides fixedly connected with of beam-side template connects square timber 2, the outside of connecting square timber 2 is provided with presss from both sides beam square timber 3, the outside of pressing from both sides beam square timber 3 is provided with connecting screw, the inboard of pressing from both sides beam square timber 3 is fixed with the outside of connecting square timber 2 through connecting screw 31, the below of pressing from both sides beam square timber 3 is provided with reverse screw 8, reverse screw 8's middle part is provided with connecting axle 9, reverse screw 8's below is provided with fixed square timber 10, fixed square timber 10 passes through fixing screw 11 and presss from both sides 3 fixed connection of beam square timber, shaped steel roof beam 4 sets up the inside at beam-side template 1, the inside upper and lower both sides of shaped steel roof beam 4 all are provided with support girder steel 5, the inside left and right sides of shaped steel roof.
The number of the beam clamping square timbers 3 is eight, the left side and the right side of the beam side template 1 are respectively provided with four beam clamping square timbers 3, and the eight beam clamping square timbers 3 are respectively fixed on the three connecting square timbers 2 through connecting screws 31.
Two through holes are respectively arranged below the beam clamping square timber 3, the radius of the through hole on the beam clamping square timber 3 is slightly larger than the reverse screw rod 8, and the radius of the through hole under the beam clamping square timber 3 is slightly larger than the fixing screw rod 11.
The number of the supporting steel beams 5 is eight, the four supporting steel beams 5 are arranged above the inside of the section steel beam 4, the four supporting steel beams 5 are arranged below the inside of the section steel beam 4, the four supporting steel beams 5 above the section steel beam 4 evenly divide the top of the section steel beam 4 into three equal parts, and the four supporting steel beams 5 below the section steel beam 4 evenly divide the bottom of the section steel beam 5 into three equal parts.
The left half part of the connecting shaft 9 is provided with an internal thread corresponding to the left side of the reverse screw 8, the right half part of the connecting shaft 9 is provided with an internal thread corresponding to the right side of the reverse screw 8, and the left internal thread and the right internal thread of the connecting shaft 9 are provided with closed openings.
The working principle is as follows: the beam-side templates 1 and the section steel beams 4 jointly form a concrete pouring frame, the supporting steel beams 5 play a role of supporting the section steel beams 4, the upper four supporting steel beams 5 prevent the section steel beams 4 from being extruded and deformed after concrete is poured, the performance of a steel structure is influenced, the lower four supporting steel beams 5 prevent the concrete in the section steel beams 4 from extruding and deforming the bottoms of the section steel beams 4, the performance of the steel structure is influenced, even the beam-side templates 1 are extruded and damaged, the balance steel beams 6 on the left side and the right side of the section steel beams 4 are used for preventing the left side and the right side of the section steel beams 4 from being extruded and deformed by the concrete, the connecting square beams 2 on the left side and the right side of the beam-side templates 1 enable the beam-clamping square beams 3 to be more easily fixed on the left side and the right side of the beam-side templates 1, the reverse screw rods 8 below the beam-clamping square beams 3 enable the beam square, the connecting shaft 9 enables the reverse screw 8 to be detached, so that a fixing device below the beam clamping square timber 3 is more convenient to mount and detach, the fixed square timber 10 has the function of preventing the beam clamping square timber 3 from inclining in the beam clamping process, namely, the deformation and the fracture of the beam clamping square timber 3 are caused by too many rotation turns of the reverse screw 8, after the fixed square timber 10 is fixedly connected with the beam clamping square timber 3 through the fixing screw 11, the lower part of the beam clamping square timber 3 cannot be excessively tightened, the service life of the beam clamping square timber 3 is prolonged, and the stability of a wall body after concrete pouring is enhanced (the beam clamping square timber is formed by 100 multiplied by 50 timbers, the length can be correspondingly changed according to the height of a beam, the fixing piece is formed by 100 multiplied by 50 timbers, and the reinforcing screw is formed by a phi 18 (phi 16) screw rod, and the length is determined according to the width of the beam).
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a simple and easy beam bottom reinforcement of no beam screw of wearing, includes beam-side template (1) and shaped steel roof beam (4), its characterized in that: the beam side template (1) is fixedly connected with connecting square timbers (2) on the left and right sides, the outer sides of the connecting square timbers (2) are provided with beam clamping square timbers (3), the outer sides of the beam clamping square timbers (3) are provided with connecting screws, the inner sides of the beam clamping square timbers (3) are fixed with the outer sides of the connecting square timbers (2) through the connecting screws (31), reverse screw rods (8) are arranged below the beam clamping square timbers (3), the middle parts of the reverse screw rods (8) are provided with connecting shafts (9), fixing square timbers (10) are arranged below the reverse screw rods (8), the fixing square timbers (10) are fixedly connected with the beam clamping square timbers (3) through fixing screw rods (11), the section steel beams (4) are arranged inside the beam side template (1), the upper and lower sides inside the section steel beams (4) are provided with supporting steel beams (5), and the left, and an inner beam template (7) is arranged inside the section steel beam (4).
2. The simple beam bottom reinforcing member without the through beam screw according to claim 1, wherein: the number of the beam clamping square timbers (3) is eight, the left side and the right side of the beam side template (1) are respectively provided with four beam clamping square timbers (3), and the eight beam clamping square timbers (3) are respectively fixed on the three connecting square timbers (2) through connecting screws (31).
3. The simple beam bottom reinforcing member without the through beam screw according to claim 1, wherein: two through holes are respectively arranged below the beam clamping square timber (3), the radius of the through hole on the beam clamping square timber (3) is slightly larger than the reverse screw rod (8), and the radius of the through hole under the beam clamping square timber (3) is slightly larger than the fixing screw rod (11).
4. The simple beam bottom reinforcing member without the through beam screw according to claim 1, wherein: support girder steel (5) quantity and be eight, shaped steel roof beam (4) inside top is provided with four and supports girder steel (5), and shaped steel roof beam (4) inside below is provided with four and supports girder steel (5), and four support girder steel (5) that are located the top evenly divide into the trisection with shaped steel roof beam (4) top, and four support girder steel (5) that are located the below evenly divide into the trisection with shaped steel roof beam (4) bottom.
5. The simple beam bottom reinforcing member without the through beam screw according to claim 1, wherein: the left half part of the connecting shaft (9) is provided with an internal thread corresponding to the left side of the reverse screw rod (8), the right half part of the connecting shaft (9) is provided with an internal thread corresponding to the right side of the reverse screw rod (8), and the left internal thread and the right internal thread of the connecting shaft (9) are provided with closed openings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021264030.0U CN212773611U (en) | 2020-07-02 | 2020-07-02 | Simple beam bottom reinforcing piece without beam penetrating screw |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021264030.0U CN212773611U (en) | 2020-07-02 | 2020-07-02 | Simple beam bottom reinforcing piece without beam penetrating screw |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212773611U true CN212773611U (en) | 2021-03-23 |
Family
ID=75087017
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021264030.0U Active CN212773611U (en) | 2020-07-02 | 2020-07-02 | Simple beam bottom reinforcing piece without beam penetrating screw |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212773611U (en) |
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2020
- 2020-07-02 CN CN202021264030.0U patent/CN212773611U/en active Active
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