CN219157733U - Wall cast-in-situ deep foundation even beam template reinforcing apparatus - Google Patents
Wall cast-in-situ deep foundation even beam template reinforcing apparatus Download PDFInfo
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- CN219157733U CN219157733U CN202223364456.5U CN202223364456U CN219157733U CN 219157733 U CN219157733 U CN 219157733U CN 202223364456 U CN202223364456 U CN 202223364456U CN 219157733 U CN219157733 U CN 219157733U
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- reinforcing
- steel bar
- reinforcing steel
- fixing mechanism
- concrete cushion
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 41
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 12
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 38
- 230000007246 mechanism Effects 0.000 claims abstract description 25
- 230000002787 reinforcement Effects 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 239000002023 wood Substances 0.000 claims description 14
- 229910000746 Structural steel Inorganic materials 0.000 claims description 8
- 238000009415 formwork Methods 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000002457 bidirectional effect Effects 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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Abstract
The utility model relates to the technical field of formwork reinforcement, in particular to a reinforcement device for a cast-in-situ deep foundation continuous beam formwork of an enclosing wall, which comprises a side slope and a concrete cushion layer, wherein the concrete cushion layer is arranged at the bottom of the side slope, and further comprises: the fixing mechanism is arranged on the side slope along the length direction, the fixing mechanism comprises a plurality of reinforcing steel bar cross beams, a plurality of reinforcing steel bar tenons with different lengths are arranged at the two ends of each reinforcing steel bar cross beam, the fixing mechanism is arranged above the concrete cushion layer, the reinforcing device is used for reinforcing the side templates in the deep foundation by using the reinforcing device manufactured by the short reinforcing steel bars and the reinforcing steel bar heads, required materials are easy to obtain on site, the manufacturing is convenient, the reinforcing mode is simple and stable, the side supports are not required to be increased, the side supports are not limited by the operation surface, and the reinforcing stability is good.
Description
Technical Field
The utility model relates to the technical field of formwork reinforcement, in particular to a formwork reinforcement device for a cast-in-situ deep foundation continuous beam of an enclosing wall.
Background
In the city building auxiliary facilities, the continuous beam foundation is often applied to the foundation design of auxiliary facilities such as enclosing walls, distribution rooms and the like, the construction of the auxiliary facilities is often carried out after the construction of main building is completed, the construction operation surface is limited, the design depth of the general enclosing wall foundation in a soft foundation area is deeper, the cast-in-situ continuous beam foundation template is troublesome to set up, the construction quality is difficult to be ensured, and the phenomena such as expansion mold and the like often occur in the concrete pouring process.
In the prior art, reinforcing quality is unstable in a reinforcing mode of reinforcing steel bar heads, internal supports, square wood ribs, square wood columns and continuous beam templates of step ribs, no support is arranged in the middle of a side die, and the phenomena of die expansion and die running are easy to occur.
Disclosure of Invention
The utility model aims to provide a reinforcing device for a wall cast-in-situ deep foundation connecting beam template, which aims to solve the problems in the background technology.
The technical scheme of the utility model is as follows: the utility model provides a cast-in-place deep foundation of enclosure even beam template reinforcing apparatus, includes side slope and concrete cushion, concrete cushion sets up in the bottom of side slope, still includes:
the fixing mechanisms are arranged in multiple groups along the length direction of the side slope, each group of fixing mechanisms comprises a reinforcing steel bar cross beam, two ends of each reinforcing steel bar cross beam are provided with a plurality of reinforcing steel bar tenons with different lengths, and the fixing mechanisms are arranged above the concrete cushion layer;
the square wood fillets are arranged on the inner wall of the fillets, and templates are fixed through the reinforcing steel tenons.
Preferably, the concrete cushion is provided with a reinforcing steel bar head, and the template is fixed through the reinforcing steel bar head.
Preferably, the inner wall of the fixing mechanism is provided with a plurality of groups of structural steel bars, and binding steel wires are arranged between the structural steel bars and the steel bar beam, which are close to the position of the steel bar beam.
Preferably, a reinforcing bar handle is fixedly arranged on the reinforcing bar beam.
Compared with the prior art, the utility model provides the reinforcement device for the cast-in-situ deep foundation connecting beam template of the enclosing wall, which has the following improvement and advantages:
the reinforcing device utilizes the reinforcing device manufactured by the short steel bars and the steel bar heads to reinforce the side templates in the deep foundation, the required materials are easy to obtain on site, the manufacturing is convenient, the reinforcing mode is simple and stable, the side supports are easy to detach, the side supports are not required to be added, the side templates are not limited by the operation surface, and the reinforcing stability is good.
Drawings
The utility model is further explained below with reference to the drawings and examples:
FIG. 1 is a top view of the present utility model in use;
FIG. 2 is a cross-sectional view of the present utility model in use;
fig. 3 is a schematic structural view of a fixing mechanism portion in the present utility model.
Reference numerals illustrate:
1. reinforcing steel bar tenon; 2. a reinforcing steel bar beam; 3. a steel bar handle; 4. structural steel bars; 5. binding steel wires; 6. a reinforcing bar head; 7. square wood fillets; 8. a template; 9. a concrete cushion layer; 10. slope; 11. a fixing mechanism.
Detailed Description
The following detailed description of the present utility model clearly and fully describes the technical solutions of the embodiments of the present utility model, and it is apparent that the described embodiments are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The utility model provides a reinforcement device for a cast-in-situ deep foundation connecting beam template of an enclosing wall through improvement, which comprises the following technical scheme:
as shown in fig. 1-3, a reinforcement device for a cast-in-situ deep foundation continuous beam template of an enclosing wall comprises a side slope 10 and a concrete cushion layer 9, wherein the concrete cushion layer 9 is arranged at the bottom of the side slope 10, and further comprises:
the fixing mechanisms 11 are arranged in the length direction of the side slope 10, the fixing mechanisms 11 comprise a plurality of groups of reinforcing steel bar cross beams 2, two ends of the reinforcing steel bar cross beams 2 are provided with a plurality of reinforcing steel bar tenons 1 with different lengths, and the fixing mechanisms 11 are arranged above the concrete cushion 9;
the square wood fillets 7 are provided with fillets, the reinforcing steel tenons 1 and the reinforcing steel bar cross beams 2 form fillets, the square wood fillets 7 are arranged on the inner walls of the fillets, and the templates 8 are fixed through the reinforcing steel bar tenons 1.
Further, the concrete cushion layer 9 is provided with a reinforcing steel bar head 6, and the template 8 is fixed through the reinforcing steel bar head 6.
Further, the inner wall of the fixing mechanism 11 is provided with a plurality of groups of structural steel bars 4, binding steel wires 5 are arranged between the structural steel bars 4 close to the position of the steel bar beam 2 and the steel bar beam 2, and the binding steel wires 5 realize the fixation of the upper structural steel bars 4.
Further, the reinforcing bar handle 3 is fixedly installed on the reinforcing bar beam 2, and the reinforcing bar handle 3 is arranged to facilitate the disassembly and assembly of the fixing mechanism 11.
The reinforcing bar tenon 1 is used for fixing the outer sides of the square wood fillets 7 and the templates 8, the reinforcing bar transverse beams 2 are connected with the reinforcing bar tenons 1 at two ends, the distance between the templates 8 at two sides is controlled, the reinforcing bar handle 3 is fixed rigidly, the fixing mechanism 11 is convenient to install and detach, the clear distance between the reinforcing bars at two sides of the template reinforcing device is the total width of the continuous beam, the templates 8 and the square wood fillets 7, the inner mortises between the reinforcing bar tenons 1 are the thickness of the templates 8+ square wood fillets 7, the long reinforcing bar tenons 1 are the continuous beam height H+5cm, the length of the vertical short reinforcing bar tenons 1 is 13cm, and the length of the transverse short reinforcing bar tenons 1 is less than 4cm.
The specific operation flow is as follows:
(1) Discharging the outer side line of the side template 8 after the pouring of the enclosing wall foundation concrete cushion layer 9 is completed, discharging positioning points of the reinforcing ribs and the reinforcing steel bar heads 6 according to the side line of the side template 8 by using the tape spacing of 1m, wherein the two sides of the positioning points are symmetrically arranged;
(2) Drilling small holes at the positioning points of the reinforcing ribs and the reinforcing steel bar heads 6 by using an electric drill;
(3) Smearing a spacer on the short steel bar tenon 1 at the inner side of the fixing mechanism 11;
(4) The inner side of the formwork 8 is fixed by adopting a reinforcing steel bar head 6, the outer side of the formwork 8 is fixed by adopting a simple fixing mechanism 11+ an upper square wood ridge 7 and a lower square wood ridge 7 with the number of 40x80, the reinforcing steel bar head 6 and the lower part of the fixing mechanism 11 are inserted into small holes for fixing, the upper square wood ridge 7 is placed above a transverse short reinforcing steel bar tenon 1 of the fixing mechanism 11, and the interval of each group of fixing mechanisms 11 is 1m;
(5) Immediately dismantling the device after the concrete is poured, and dismantling the side templates 8 at the same time to carry out the next section of formwork support when the concrete strength reaches 2.5 MPa;
(6) When the manual pulling-out is difficult, an iron hammer can be adopted to strike the steel bar handle 3 to remove the reinforcing device;
(7) When the foundation connecting beam adopts an upper layer of bidirectional reinforcing steel meshes and a lower layer of bidirectional reinforcing steel meshes and the middle part is not connected with reinforcing steel bars, the upper reinforcing steel bars can be temporarily fixed on the reinforcing steel bar cross beam 2 by adopting a steel wire crane.
In conclusion, the reinforcing device utilizes the reinforcing device manufactured by the short steel bars and the steel bar heads 6 to reinforce the side templates 8 in the deep foundation, required materials are easy to obtain on site, the manufacturing is convenient, the reinforcing mode is simple, stable and easy to detach, the side supports are not required to be added, the limitation of the working surface is avoided, and the reinforcing stability is good.
The previous description is provided to enable any person skilled in the art to make or use the present utility model. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the utility model. Thus, the present utility model is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (4)
1. The utility model provides a cast-in-place deep basal even beam template reinforcing apparatus of enclosure, includes side slope (10) and concrete cushion (9), concrete cushion (9) set up in the bottom of side slope (10), its characterized in that: further comprises:
the fixing mechanism (11), the fixing mechanism (11) is provided with a plurality of groups along the length direction of the side slope (10), the plurality of groups of fixing mechanisms (11) comprise reinforcing steel bar cross beams (2), two ends of each reinforcing steel bar cross beam (2) are provided with a plurality of reinforcing steel bar tenons (1) with different lengths, and the fixing mechanism (11) is arranged above the concrete cushion layer (9);
the square wood corrugated strips (7) are arranged on the inner walls of the corrugated holes, and templates (8) are fixed on the square wood corrugated strips (7) through the reinforcing steel tenons (1).
2. The reinforcement device for the cast-in-situ deep foundation connecting beam template of the enclosing wall according to claim 1, wherein: the concrete cushion layer (9) is provided with a reinforcing steel bar head (6), and the template (8) is fixed through the reinforcing steel bar head (6).
3. The reinforcement device for the cast-in-situ deep foundation connecting beam template of the enclosing wall according to claim 1, wherein: the inner wall of the fixing mechanism (11) is provided with a plurality of groups of structural steel bars (4), and binding steel wires (5) are arranged between the structural steel bars (4) and the steel bar cross beam (2) close to the position of the steel bar cross beam (2).
4. The reinforcement device for the cast-in-situ deep foundation connecting beam template of the enclosing wall according to claim 1, wherein: and a reinforcing bar handle (3) is fixedly arranged on the reinforcing bar beam (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223364456.5U CN219157733U (en) | 2022-12-15 | 2022-12-15 | Wall cast-in-situ deep foundation even beam template reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223364456.5U CN219157733U (en) | 2022-12-15 | 2022-12-15 | Wall cast-in-situ deep foundation even beam template reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219157733U true CN219157733U (en) | 2023-06-09 |
Family
ID=86642253
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223364456.5U Active CN219157733U (en) | 2022-12-15 | 2022-12-15 | Wall cast-in-situ deep foundation even beam template reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219157733U (en) |
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2022
- 2022-12-15 CN CN202223364456.5U patent/CN219157733U/en active Active
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