CN217557673U - Height difference beam side form reinforced structure - Google Patents

Height difference beam side form reinforced structure Download PDF

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Publication number
CN217557673U
CN217557673U CN202221012490.3U CN202221012490U CN217557673U CN 217557673 U CN217557673 U CN 217557673U CN 202221012490 U CN202221012490 U CN 202221012490U CN 217557673 U CN217557673 U CN 217557673U
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China
Prior art keywords
pull rod
clamping screw
fixing
outer panel
side plate
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Active
Application number
CN202221012490.3U
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Chinese (zh)
Inventor
赖嘉维
周江
刘刚
梁全雷
张龙
袁金康
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China Construction Fourth Engineering Division Corp Ltd
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China Construction Fourth Engineering Division Corp Ltd
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Priority to CN202221012490.3U priority Critical patent/CN217557673U/en
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Abstract

The utility model discloses a discrepancy in elevation roof beam side form reinforced structure, include: the opposite-pulling mechanism is used for being connected between the inner side plate and the outer side plate so as to tension the inner side plate and the outer side plate; the reinforcing mechanism, reinforcing mechanism is used for establishing in the beam part district, and reinforcing mechanism includes clamping screw, supports tight subassembly, pull rod and stationary blade, and the stationary blade is used for fixing on the die block board of upper beam, and clamping screw and pull rod are coaxial fixed, and clamping screw is located the outer panel outside, and the pull rod penetrates in the outer panel, and the pull rod keeps away from clamping screw's tip and stationary blade fixed, clamping screw with support tight subassembly threaded connection, and support tight subassembly and support tightly in the outer panel outside. The utility model discloses in, the tight subassembly of supporting of strengthening mechanism supports tightly in the outside of outer panel through clamping screw, then on the stationary blade is fixed in the die block board of upper beam to fix with the pull rod, and then can ensure the reinforcement of strengthening mechanism to the outer panel, in order to ensure that the concrete shaping quality at position is striden to height obtains guaranteeing.

Description

Height difference beam side form reinforced structure
Technical Field
The utility model relates to a construction technical field especially relates to a discrepancy in elevation roof beam side form reinforced structure.
Background
Gao Chaliang in construction, the side die of the beam part cannot be fixed in a pulling mode, and a new method is required for side reinforcement so as to avoid influence of die expansion on construction quality.
SUMMERY OF THE UTILITY MODEL
Based on this, the utility model aims at, a discrepancy in elevation roof beam side form reinforced structure is provided.
A differential elevation beam side form reinforcement structure comprising:
the opposite-pulling mechanism is used for being connected between the inner side plate and the outer side plate so as to tension the inner side plate and the outer side plate;
the reinforcing mechanism, reinforcing mechanism is used for establishing in the beam part district, reinforcing mechanism includes clamping screw, supports tight subassembly, pull rod and stationary blade, the stationary blade is used for fixing on the die block board of entablature, clamping screw and pull rod coaxial fixed, clamping screw is located the outer panel outside, the pull rod penetrates in the outer panel, and the pull rod keeps away from clamping screw's tip and stationary blade fixed, clamping screw with support tight subassembly threaded connection, and support tight subassembly and support tightly in the outer panel outside.
The utility model discloses in, the tight subassembly of supporting of strengthening mechanism supports tightly in the outside of outer panel through clamping screw, then on the stationary blade is fixed in the die block board of upper beam to fix with the pull rod, and then can ensure the reinforcement of strengthening mechanism to the outer panel, in order to ensure that the concrete shaping quality at position is striden to height obtains guaranteeing.
Preferably, the reinforcing mechanism further comprises a heightening gasket fixed on the fixing sheet, and the end part of the pull rod is fixed with the heightening gasket.
Preferably, the fixing plate, the heightening pad, the pull rod and the fixing screw rod are welded into a whole.
Preferably, the fixing pieces are fixed to the bottom form of the upper beam by fixing members.
Preferably, the fixing member is a nail.
Preferably, the reinforcing mechanism further comprises a batten which is positioned below the bottom formwork of the upper beam, and the nail penetrates from the upper part to the lower part of the bottom formwork and is nailed into the batten.
Preferably, the fixing screw is a sectional type water stop screw.
Preferably, the surface of the fixing sheet is covered with a rust-proof coating.
Compared with the prior art, the utility model discloses a poor roof beam side form reinforced structure's of height component structure is simpler, and the cost is lower, and can ensure to the fixed of pouring the template, guarantees to pour smoothly.
For a better understanding and practice, the invention is described in detail below with reference to the accompanying drawings.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Reference numerals: 1. a counter-pulling mechanism; 2. a reinforcement mechanism; 21. fixing the screw rod; 22. a propping component; 23. a pull rod; 24. a fixing sheet; 25. heightening the gasket; 26. a fixing member; 27. wood block; 3. an inner side plate; 4. an outer panel; 5. a bottom template.
Detailed Description
The directional terms upper, lower, left, right, front, rear, front, back, top, bottom, etc. referred to or which may be referred to in this specification are defined relative to their construction and are relative concepts. Therefore, it may be changed according to different positions and different use states. Therefore, these and other directional terms should not be construed as limiting terms.
The implementations described in the exemplary embodiments below are not intended to represent all implementations consistent with the present disclosure. Rather, they are merely examples of implementations consistent with certain aspects of the present disclosure.
The terminology used in the present disclosure is for the purpose of describing particular embodiments only and is not intended to be limiting of the disclosure. As used in this disclosure, the singular forms "a", "an", and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. It should also be understood that the term "and/or" as used herein refers to and encompasses any and all possible combinations of one or more of the associated listed items.
As shown in fig. 1, the utility model relates to a discrepancy in elevation roof beam side form reinforced structure, include:
the device comprises a pair of pulling mechanisms 1, wherein the pair of pulling mechanisms 1 are used for being connected between an inner side plate 3 and an outer side plate 4 so as to pull the inner side plate 3 and the outer side plate 4 tightly;
the reinforcing mechanism 2, the reinforcing mechanism 2 is used for establishing in the roof beam part region, the reinforcing mechanism 2 includes fixing screw 21, supports tight subassembly 22, pull rod 23 and stationary blade 24, stationary blade 24 is used for fixing on the die block board 5 of upper beam, fixing screw 21 and the coaxial fixed of pull rod 23, fixing screw 21 is located the outside of outer panel 4, pull rod 23 penetrates in outer panel 4, and the tip that fixing screw 21 was kept away from to pull rod 23 is fixed with stationary blade 24, fixing screw 21 with support tight subassembly 22 threaded connection, and support tight subassembly 22 and support tightly in the outer panel 4 outside.
The utility model discloses in, the tight subassembly 22 of supporting of strengthening mechanism 2 supports tightly in the outside of outer panel 4 through clamping screw 21, then on the stationary blade 24 is fixed in the die block board 5 of entablature to fix with pull rod 23, and then can ensure the reinforcement of strengthening mechanism 2 to curb plate 4, in order to ensure that the concrete shaping quality at position is striden to the height obtains guaranteeing.
In this embodiment, the reinforcing mechanism 2 further includes a heightening pad 25 fixed on the fixing sheet 24, and the end of the pull rod 23 is fixed with the heightening pad 25 to increase the elevation of the pull rod 23, so that the pull rod 23 has a certain anticorrosive and antirust protective layer.
Preferably, the fixing plate 24, the heightening pad 25, the pull rod 23 and the fixing screw 21 are welded together to ensure that the reinforcing mechanism 2 can be smoothly tightened on the outer plate 4.
In this embodiment, the fixing pieces 24 are fixed to the upper beam bottom form 5 by fixing pieces 26, and the fixing pieces 26 are nails to ensure the stability of the fixing pieces 24 on the upper beam bottom form 5.
Preferably, the reinforcing mechanism 2 further comprises battens 27, the battens 27 are positioned below the bottom formwork 5 of the upper beam, and the nails penetrate from the upper part to the lower part of the bottom formwork 5 and are nailed into the battens 27 to strengthen the fixation of the outer side plate 4.
In this embodiment, the fixing screw 21 is a sectional water stop screw, and can be recycled or used on the upstream side.
In this embodiment, the surface of the fixing piece 24 is covered with an anti-rust coating to prevent the surface material from being stained by later rust.
To sum up, for prior art, the utility model discloses a poor roof beam side form reinforced structure's of height component structure is simpler, and the cost is lower, and can ensure to the fixed of pouring the template, guarantees to pour smoothly.
The above-mentioned embodiments only represent some embodiments of the present invention, and the description thereof is specific and detailed, but not to be construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several variations and modifications can be made, which are within the scope of the present invention.

Claims (8)

1. The utility model provides a discrepancy in elevation roof beam side form reinforced structure which characterized in that includes:
the opposite-pulling mechanism is used for being connected between the inner side plate and the outer side plate so as to tension the inner side plate and the outer side plate;
the reinforcing mechanism, reinforcing mechanism is used for establishing in the beam part district, reinforcing mechanism includes clamping screw, supports tight subassembly, pull rod and stationary blade, the stationary blade is used for fixing on the die block board of entablature, clamping screw and pull rod coaxial fixed, clamping screw is located the outer panel outside, the pull rod penetrates in the outer panel, and the pull rod keeps away from clamping screw's tip and stationary blade fixed, clamping screw with support tight subassembly threaded connection, and support tight subassembly and support tightly in the outer panel outside.
2. The differential height beam side form reinforcing structure of claim 1, wherein the reinforcing mechanism further comprises a heightening pad fixed to a fixing plate, and an end of the pull rod is fixed to the heightening pad.
3. The differential height beam side form reinforcing structure of claim 2, wherein the fixing plate, the heightening gasket, the pull rod and the fixing screw are welded into a whole.
4. The reinforcement structure for a side mold of a height difference beam according to claim 1, wherein the fixing pieces are fixed to the bottom mold plate of the upper beam by fixing members.
5. A side form reinforcement structure for a difference beam according to claim 4, wherein said fixing member is a nail.
6. The differential elevation beam side form reinforcement structure according to claim 5, wherein the reinforcement mechanism further comprises a batten which is located below the bottom form of the upper beam, and the nail penetrates from the upper portion to the lower portion of the bottom form and is nailed into the batten.
7. The differential elevation beam side form reinforcement structure of claim 1, wherein the fixing screw is a segmented water stop screw.
8. The difference beam side form reinforcement structure of claim 1, wherein the fixing piece surface is covered with an antirust coating.
CN202221012490.3U 2022-04-25 2022-04-25 Height difference beam side form reinforced structure Active CN217557673U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221012490.3U CN217557673U (en) 2022-04-25 2022-04-25 Height difference beam side form reinforced structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221012490.3U CN217557673U (en) 2022-04-25 2022-04-25 Height difference beam side form reinforced structure

Publications (1)

Publication Number Publication Date
CN217557673U true CN217557673U (en) 2022-10-11

Family

ID=83471946

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221012490.3U Active CN217557673U (en) 2022-04-25 2022-04-25 Height difference beam side form reinforced structure

Country Status (1)

Country Link
CN (1) CN217557673U (en)

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