CN218479536U - Instrument formula shaped steel concrete beam template reinforcement equipment - Google Patents
Instrument formula shaped steel concrete beam template reinforcement equipment Download PDFInfo
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- CN218479536U CN218479536U CN202222137027.8U CN202222137027U CN218479536U CN 218479536 U CN218479536 U CN 218479536U CN 202222137027 U CN202222137027 U CN 202222137027U CN 218479536 U CN218479536 U CN 218479536U
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Abstract
The utility model discloses a tool type steel reinforced concrete beam template reinforcing equipment, which comprises a fixing component, and comprises a steel reinforced concrete beam, a side template and a bottom template, wherein the side template is arranged on one side of the steel reinforced concrete beam, and the bottom template is positioned at the bottom of the steel reinforced concrete beam; and the reinforcing component is arranged on one side of the side formwork. The utility model discloses beneficial effect does: stereotype the shaped steel concrete roof beam through setting up side template and bottom template, be used for consolidating side template and bottom template through setting up the reinforcement subassembly, reach under the prerequisite that does not harm the shaped steel concrete roof beam, be convenient for quick assembly disassembly and can adjust required size's effect at will according to the height and the width of shaped steel concrete roof beam, it needs to set up the split bolt hole in the shaped steel side to have solved current roof beam side template reinforced mode most, can influence shaped steel girder structure atress, and the split bolt hole that leaves after the form removal needs the shutoff, the problem of construction volume has still been increased.
Description
Technical Field
The utility model relates to an engineering and construction technical field, especially a instrument formula shaped steel concrete beam template reinforcement equipment.
Background
Because the section steel concrete structure has the advantages of large structural bearing capacity, large rigidity, earthquake resistance, fire prevention and the like, the section steel concrete structure is used more and more as a medium-sized steel concrete structure in a high-rise building at present, but the section steel concrete structure is high in height, large in span, large in section size and large in self weight of the member, a high formwork support system is required to be adopted in the construction process, most of the existing beam side formwork reinforcing modes need to arrange split bolt holes in the side faces of section steel, the stress of the section steel beam structure can be influenced, split bolt holes left after formwork stripping need to be plugged, the construction amount is increased, and therefore a tool type section steel concrete beam formwork reinforcing device is provided for solving the problems.
SUMMERY OF THE UTILITY MODEL
This section is for the purpose of summarizing some aspects of embodiments of the invention and to briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section and in the abstract of the specification and the title of the application to avoid obscuring the purpose of this section, the abstract of the specification and the title of the application, and such simplifications or omissions are not intended to limit the scope of the invention.
In view of the above-mentioned and/or the problem that exists among the current instrument formula shaped steel concrete beam template reinforcing equipment, provided the utility model discloses.
Therefore, the utility model aims to solve the problem that current roof beam side form board reinforcing mode mostly need set up the split bolt hole in the shaped steel side, can influence shaped steel girder construction atress, and the split screw rod hole that leaves after the form removal needs the shutoff, has still increased the construction volume.
In order to solve the technical problem, the utility model provides a following technical scheme: the tool type steel reinforced concrete beam template reinforcing equipment comprises a fixing assembly, a fixing assembly and a fixing assembly, wherein the fixing assembly comprises a steel reinforced concrete beam, a side template and a bottom template, the side template is arranged on one side of the steel reinforced concrete beam, and the bottom template is positioned at the bottom of the steel reinforced concrete beam; and
the reinforcing component is arranged on one side of the side template and comprises a reinforcing piece, a limiting piece, a positioning piece, a supporting piece and a lifting piece, wherein the reinforcing piece is arranged on one side of the side template, the limiting piece is positioned in the reinforcing piece, the positioning piece is arranged in the reinforcing piece, the supporting piece is arranged at the bottom of the reinforcing piece, and the lifting piece is arranged in the supporting piece.
As an instrument formula shaped steel concrete beam template reinforcement equipment's an preferred scheme, wherein: the reinforcing member includes vertical channel-section steel and first joist, vertical channel-section steel set up in side template one side, first joist is located bottom formwork bottom.
As an instrument formula shaped steel concrete beam template reinforcement equipment's an preferred scheme, wherein: the locating part includes the I-shaped slider, the constant head tank has been seted up on first joist surface, the I-shaped slider set up in constant head tank one side.
As an instrument formula shaped steel concrete beam template reinforcement equipment's an preferred scheme, wherein: the locating part still includes bracing and word slider, bracing one end is fixed in I-shaped slider one side, the word slider is fixed in the bracing opposite side.
As an instrument formula shaped steel concrete beam template reinforcement equipment's an optimal selection scheme, wherein: the locating piece comprises a first fixing pin, the first fixing pin is inserted into the vertical channel steel, and the first fixing pin is located in the character sliding block.
As an instrument formula shaped steel concrete beam template reinforcement equipment's an preferred scheme, wherein: the positioning piece further comprises a second fixing pin, the second fixing pin is inserted into the positioning groove, and the second fixing pin is located in the I-shaped sliding block.
As an instrument formula shaped steel concrete beam template reinforcement equipment's an optimal selection scheme, wherein: the supporting piece comprises a supporting block and a threaded column, the supporting block is arranged at the bottom of the first supporting beam, and the threaded column is located at the bottom of the supporting block.
As an instrument formula shaped steel concrete beam template reinforcement equipment's an preferred scheme, wherein: the support piece further comprises a support rod and a knob, the support rod is arranged on the surface of the threaded column, and the knob is located on the surface of the support rod.
As an instrument formula shaped steel concrete beam template reinforcement equipment's an preferred scheme, wherein: the support piece further comprises a support plate, and the support plate is arranged on the surface of the support rod.
As an instrument formula shaped steel concrete beam template reinforcement equipment's an preferred scheme, wherein: the lifting piece comprises a second joist and a fixing bolt, the second joist is positioned at the bottom of the knob, and the fixing bolt is arranged on the second joist.
The utility model discloses beneficial effect does: stereotype the shaped steel concrete roof beam through setting up side template and bottom template, be used for consolidating side template and bottom template through setting up the reinforcement subassembly, reach under the prerequisite that does not harm the shaped steel concrete roof beam, be convenient for quick assembly disassembly and can adjust required size's effect at will according to the height and the width of shaped steel concrete roof beam, it needs to set up the split bolt hole in the shaped steel side to have solved current roof beam side template reinforced mode most, can influence shaped steel girder structure atress, and the split bolt hole that leaves after the form removal needs the shutoff, the problem of construction volume has still been increased.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required to be used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without inventive labor. Wherein:
fig. 1 is a structural diagram of a tool type steel reinforced concrete beam formwork reinforcing device.
Fig. 2 is an enlarged view of a partial structure a in fig. 1 of the tool type steel reinforced concrete beam formwork reinforcing apparatus.
Fig. 3 is another view structure diagram of the tool type steel reinforced concrete beam formwork reinforcing equipment.
Fig. 4 is another view structure diagram of the tool type steel reinforced concrete beam formwork reinforcing equipment.
Fig. 5 is another view structure diagram of the tool type steel reinforced concrete beam formwork reinforcing equipment.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention more comprehensible, embodiments of the present invention are described in detail with reference to the accompanying drawings.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, other ways of implementing the invention may be devised different from those described herein, and it will be apparent to those skilled in the art that the invention can be practiced without departing from the spirit and scope of the invention.
Furthermore, the references herein to "one embodiment" or "an embodiment" refer to a particular feature, structure, or characteristic that may be included in at least one implementation of the invention. The appearances of the phrase "in one embodiment" in various places in the specification are not necessarily all referring to the same embodiment, nor are separate or alternative embodiments mutually exclusive of other embodiments.
Example 1
Referring to fig. 1 to 5, for the first embodiment of the present invention, this embodiment provides a tool type reinforced concrete beam template reinforcing apparatus, which includes a fixing component 100, including a reinforced concrete beam 101, a side template 102 and a bottom template 103, where the side template 102 is arranged on one side of the reinforced concrete beam 101, and the bottom template 103 is located at the bottom of the reinforced concrete beam 101.
The number of the side templates 102 is two, the side templates are respectively arranged on two sides of the steel reinforced concrete beam 101 and used for shaping and reinforcing two sides of the steel reinforced concrete beam 101, and the bottom template 103 is used for shaping and reinforcing the bottom of the steel reinforced concrete beam 101.
The reinforcing assembly 200 is disposed on one side of the side formwork 102, and includes a reinforcing member 201, a limiting member 202, a positioning member 203, a supporting member 204 and a lifting member 205, wherein the reinforcing member 201 is disposed on one side of the side formwork 102, the limiting member 202 is disposed in the reinforcing member 201, the positioning member 203 is disposed in the reinforcing member 201, the supporting member 204 is disposed at the bottom of the reinforcing member 201, and the lifting member 205 is disposed in the supporting member 204.
The quantity of reinforcement 201 has two sets, there are two in every group, be used for consolidating side form 102 and bottom form 103, prevent that side form 102 and bottom form 103 from taking place to drop when consolidating shaped steel concrete beam 101, locating part 202 is used for extrudeing reinforcement 201, make reinforcement 201 fix side form 102, setting element 203 is used for spacing reinforcement 201, setting element 203 can be fixed two reinforcements 201 as a set of, make reinforcement 201 fix side form 102 and bottom form 103 more firmly, support piece 204 is used for supporting reinforcement 201, lifting piece 205 is used for fixing support piece 204.
Specifically, the reinforcing member 201 includes a vertical channel 201a and a first joist 201b, the vertical channel 201a is disposed on one side of the side formwork 102, and the first joist 201b is located at the bottom of the bottom formwork 103.
The number of the vertical channel steel 201a is four, each of the two vertical channel steel 201a is used for fixing the side formwork 102, the number of the first joist 201b is two, and each of the two vertical channel steel 201b is used for fixing the bottom formwork 103.
Specifically, the limiting member 202 includes an i-shaped slider 202a, the positioning groove U is formed in the surface of the first joist 201b, and the i-shaped slider 202a is disposed on one side of the positioning groove U.
The I-shaped sliding blocks 202a are I-shaped, two in number, each two in number, slide between the two first joists 201b, and a plurality of positioning grooves U are formed in the surfaces of the first joists 201 b.
Specifically, the limiting member 202 further includes an inclined strut 202b and a C-shaped sliding block 202C, one end of the inclined strut 202b is fixed to one side of the i-shaped sliding block 202a, and the C-shaped sliding block 202C is fixed to the other side of the inclined strut 202 b.
The quantity of bracing 202b has two sets, and there are two in every group for connect I-shaped slider 202a and C word slider 202C, make C word slider 202C support vertical channel-section steel 201a, and the quantity of C word slider 202C is two sets, and every group has two.
Example 2
Referring to fig. 1 and 2 and fig. 4 and 5, the present embodiment is based on the second embodiment of the present invention.
Specifically, the positioning member 203 includes a first fixing pin 203a, the first fixing pin 203a is inserted into the vertical channel 201a, and the first fixing pin 203a is located in the C-shaped slider 202C.
The quantity of first fixed pin 203a has four, pegs graft respectively in vertical channel-section steel 201a for fix C word slider 202C in vertical channel-section steel 201a, make C word slider 202C play the supporting role to vertical channel-section steel 201a, and connect two vertical channel-section steels 201a, make vertical channel-section steel 201a can not take place to disintegrate in the use.
Specifically, the positioning element 203 further includes a second fixing pin 203b, the second fixing pin 203b is inserted into the positioning groove U, and the second fixing pin 203b is located in the i-shaped slider 202 a.
The number of the second fixing pins 203b is four, and when the second fixing pins 203b are inserted into the positioning grooves U, the two first joists 201b are connected together, and the i-shaped sliding block 202a can be fixed in the two first joists 201b, so that the i-shaped sliding block 202a supports the inclined strut 202 b.
Specifically, the supporting member 204 includes a supporting block 204a and a threaded post 204b, the supporting block 204a is disposed at the bottom of the first joist 201b, and the threaded post 204b is disposed at the bottom of the supporting block 204 a.
The number of the supporting blocks 204a is two, each group has four, and the supporting blocks are used for fixing two first joists 201b, so that the first joists 201b cannot be disassembled in the using process, the number of the threaded columns 204b is two, and each group has four.
Example 3
Referring to fig. 1 to 3 and 5, a third embodiment of the present invention is based on the first two embodiments.
Specifically, the support 204 further includes a support rod 204c and a knob 204d, the support rod 204c is disposed on the surface of the threaded column 204b, and the knob 204d is disposed on the surface of the support rod 204 c.
Two sets of four support rods 204c are provided, each set is screwed to the surfaces of the four threaded posts 204b near the two ends of the first joist 201b, two sets of four knobs 204d are provided, two are fixed to the surfaces of the support rods 204c near the two ends of the first joist 201b, and two are screwed to the surfaces of the middle two threaded posts 204 b.
Specifically, the supporting member 204 further includes a supporting plate 204e, and the supporting plate 204e is disposed on the surface of the supporting rod 204 c.
Four sets of three support plates 204e are disposed on the surface of the support rod 204c to support the lifting member 205.
Specifically, the lifting member 205 includes a second joist 205a and a fixing bolt 205b, the second joist 205a is located at the bottom of the knob 204d, and the fixing bolt 205b is disposed on the second joist 205 a.
Two sets of the second joists 205a are provided, each set is provided with two, and the two sets are arranged at the top of the supporting plate 204e, when the knob 204d is rotated to enable the knob 204d to be close to the second joists 205a, the second joists 205a are fixed by clamping the knob 204d and the supporting plate 204e, and meanwhile, the second joists 205a can fix the supporting members 204.
When in use, when the steel reinforced concrete beam 101 is reinforced, the i-shaped sliding block 202a is firstly placed between the two first joists 201b, the I-shaped sliding block 202a is fixed through a second fixing pin 203b, then the C-shaped sliding block 202C is placed between two vertical channel steel 201a, the C-shaped sliding block 202C is fixed through a first fixing pin 203a, meanwhile, the two vertical channel steels 201a are fixed, so that the vertical channel steels 201a reinforce the side formwork 102, the first joist 201b reinforces the bottom formwork 103, the two first joists 201b are clamped and fixed through the two vertical channel steels 201a, the first joists 201b are supported through the supporting blocks 204a, when the knob 204d is turned to make the knob 204d close to the second joist 205a, the second joist 205a is fixed by the clamping of the knob 204d and the supporting plate 204e, and the second joist 205a may fix the support member 204, thereby reinforcing the steel reinforced concrete girder 101, when the reinforcing equipment needs to be disassembled, the first fixing pin 203a is firstly pulled out of the vertical channel steel 201a, the vertical channel steel 201a is disassembled, after the second fixing pin 203b is pulled out, the i-shaped sliding block 202a is removed, the knob 204d on the surface of the threaded column 204b is rotated to release the limit on the second joist 205a, the second joist 205a is removed, the knob 204d on the surface of the supporting rod 204c is rotated to drive the supporting rod 204c to rotate, so that the threaded column 204b drives the second joist 205a to move downwards, thereby moving the first joist 201b away from the bottom formwork 103, at which point the first joist 201b may be removed from the support blocks 204a, with this dismantlement of accomplishing reinforcing apparatus, it needs to set up the split bolt hole in the shaped steel side mostly to have solved current roof beam side form reinforcing mode, can influence shaped steel girder construction atress, and the split screw rod hole that leaves after the form removal needs the shutoff, has still increased the problem of construction volume.
It should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting, and although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present invention can be modified or replaced with equivalents without departing from the spirit and scope of the technical solutions of the present invention, which should be covered by the scope of the claims of the present invention.
Claims (10)
1. The utility model provides a instrument formula shaped steel concrete beam template reinforcement equipment which characterized in that: comprises the steps of (a) preparing a mixture of a plurality of raw materials,
the fixing assembly (100) comprises a steel reinforced concrete beam (101), a side formwork (102) and a bottom formwork (103), wherein the side formwork (102) is arranged on one side of the steel reinforced concrete beam (101), and the bottom formwork (103) is located at the bottom of the steel reinforced concrete beam (101); and
the reinforcing component (200) is arranged on one side of the side formwork (102) and comprises a reinforcing piece (201), a limiting piece (202), a positioning piece (203), a supporting piece (204) and a lifting piece (205), wherein the reinforcing piece (201) is arranged on one side of the side formwork (102), the limiting piece (202) is located in the reinforcing piece (201), the positioning piece (203) is arranged in the reinforcing piece (201), the supporting piece (204) is arranged at the bottom of the reinforcing piece (201), and the lifting piece (205) is arranged in the supporting piece (204).
2. The tool type steel reinforced concrete beam formwork reinforcing apparatus as claimed in claim 1, wherein: the reinforcing member (201) comprises a vertical channel steel (201 a) and a first joist (201 b), the vertical channel steel (201 a) is arranged on one side of the side formwork (102), and the first joist (201 b) is located at the bottom of the bottom formwork (103).
3. The tool type steel reinforced concrete beam formwork reinforcing apparatus as claimed in claim 2, wherein: the limiting part (202) comprises an I-shaped sliding block (202 a), a positioning groove (U) is formed in the surface of the first joist (201 b), and the I-shaped sliding block (202 a) is arranged on one side of the positioning groove (U).
4. The tool type steel reinforced concrete beam formwork reinforcing equipment of claim 3, characterized in that: the limiting part (202) further comprises an inclined strut (202 b) and a C-shaped sliding block (202C), one end of the inclined strut (202 b) is fixed to one side of the I-shaped sliding block (202 a), and the C-shaped sliding block (202C) is fixed to the other side of the inclined strut (202 b).
5. The tool type steel reinforced concrete beam formwork reinforcing apparatus as claimed in claim 4, wherein: the positioning piece (203) comprises a first fixing pin (203 a), the first fixing pin (203 a) is inserted into the vertical channel steel (201 a), and the first fixing pin (203 a) is located in the C-shaped sliding block (202C).
6. The tool type steel reinforced concrete beam formwork reinforcing apparatus as claimed in claim 5, wherein: the positioning piece (203) further comprises a second fixing pin (203 b), the second fixing pin (203 b) is inserted into the positioning groove (U), and the second fixing pin (203 b) is located in the I-shaped sliding block (202 a).
7. The tool type steel reinforced concrete beam formwork reinforcing apparatus as claimed in claim 5 or 6, wherein: the support member (204) comprises a support block (204 a) and a threaded column (204 b), the support block (204 a) is arranged at the bottom of the first joist (201 b), and the threaded column (204 b) is arranged at the bottom of the support block (204 a).
8. The tool type steel reinforced concrete beam formwork reinforcing equipment of claim 7, wherein: the support (204) further comprises a support rod (204 c) and a knob (204 d), the support rod (204 c) is arranged on the surface of the threaded column (204 b), and the knob (204 d) is arranged on the surface of the support rod (204 c).
9. The tool type steel reinforced concrete beam formwork reinforcing apparatus as claimed in claim 8, wherein: the support member (204) further comprises a support plate (204 e), and the support plate (204 e) is arranged on the surface of the support rod (204 c).
10. The tool type steel reinforced concrete beam formwork reinforcing apparatus as claimed in claim 8 or 9, wherein: the lifting piece (205) comprises a second joist (205 a) and a fixing bolt (205 b), the second joist (205 a) is located at the bottom of the knob (204 d), and the fixing bolt (205 b) is arranged on the second joist (205 a).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222137027.8U CN218479536U (en) | 2022-08-15 | 2022-08-15 | Instrument formula shaped steel concrete beam template reinforcement equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222137027.8U CN218479536U (en) | 2022-08-15 | 2022-08-15 | Instrument formula shaped steel concrete beam template reinforcement equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218479536U true CN218479536U (en) | 2023-02-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222137027.8U Active CN218479536U (en) | 2022-08-15 | 2022-08-15 | Instrument formula shaped steel concrete beam template reinforcement equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218479536U (en) |
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2022
- 2022-08-15 CN CN202222137027.8U patent/CN218479536U/en active Active
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