CN210858015U - Supporting device for adjusting verticality of single-sided template - Google Patents
Supporting device for adjusting verticality of single-sided template Download PDFInfo
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- CN210858015U CN210858015U CN201921279460.7U CN201921279460U CN210858015U CN 210858015 U CN210858015 U CN 210858015U CN 201921279460 U CN201921279460 U CN 201921279460U CN 210858015 U CN210858015 U CN 210858015U
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Abstract
The utility model belongs to the technical field of the concrete is supported and is established the engineering, a strutting arrangement for adjusting single face template straightness that hangs down is disclosed, with solve the problem that exists among the prior art in form-work installation and support, this strutting arrangement includes that the equipartition sets up a plurality of muscle holes of planting on former reinforced concrete component, it draws the screw rod to be fixed with the accent in the muscle hole to plant, it draws the steel sheet to go back the fixed alignment that is equipped with on the screw rod to transfer to draw, the accent of alignment steel sheet one side is drawn and is equipped with steel form group on the screw rod, steel form group is equipped with to one side of alignment steel sheet, leave the clearance between one side of steel form group and the former reinforced concrete component, concrete layer has been pour in the clearance, the tip of transferring to draw the screw rod is equipped with the template and screws up the. The utility model discloses reuse rate is high, and the mould phenomenon that rises is avoided basically, and the concrete is extravagant to be reduced, and the face of pouring improves perpendicularly, and this technique has both improved construction quality, practices thrift a large amount of materials and labour cost again.
Description
Technical Field
The utility model relates to a concrete props up establishes engineering technical field, concretely relates to a strutting arrangement for be used for adjusting single face template straightness that hangs down.
Background
Along with the increase of the service life of the existing building, the high-rise building is increasingly reinforced, for example, single-face reinforcement is adopted when parts such as a core barrel of an elevator shaft, a peripheral shear wall of a basement and the like are reinforced, a single-face reinforced concrete component is designed to be a single-face reinforced concrete component, the conventional method for the single-face formwork is a wood formwork, a square timber and a top pressing formwork method, 2-3 rows of scaffolds are required to be erected outside the formwork to serve as a formwork supporting system, the operation space is 4-5m, the integrity of the wood formwork is poor, the formwork supporting square timber is easy to bend and deform, the formwork supporting is difficult to control, the phenomena of formwork expansion, rib leakage and slurry leakage are easy to occur, the quality of concrete (grouting material) pouring is extremely poor, the concrete surface verticality deviation is extremely large in serious cases, meanwhile, the material waste is great, the workload of installing and. Demolish the trouble after utilizing traditional scaffold braced system to consolidate the template, work load is big, prior art can't solve above-mentioned technical problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a simple structure, labour saving and time saving, easily dismantle, but the high strutting arrangement who is used for adjusting the single face template straightness that hangs down of reuse nature in order to solve the problem that exists among the prior art in form work and the support.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a supporting device for adjusting the verticality of a single-sided template comprises a plurality of rib planting holes uniformly distributed on an original reinforced concrete member, wherein a tension adjusting screw is fixed in each rib planting hole, a straightening steel sheet is fixedly arranged on each tension adjusting screw, a steel template group is arranged on each tension adjusting screw on one side of each straightening steel sheet, a steel template group is arranged on one side of each straightening steel sheet, a gap is reserved between one side of each steel template group and the original reinforced concrete member, a concrete layer is poured in the gap, a template tightening nut is arranged at the end part of each tension adjusting screw, and a template reinforcing device is further arranged on each tension adjusting screw close to the template tightening nut.
Further, the template reinforcing device comprises a butterfly clamp which is close to a template tightening nut and is arranged on the tension adjusting screw rod, a steel pipe is horizontally arranged on the inner side of the butterfly clamp, and the steel pipe is in contact with a reinforcing rib on the steel template group.
Furthermore, a cross screw hole is formed in the steel template set, and a tension adjusting screw rod is installed in the cross screw hole.
Furthermore, the tension adjusting screw is also provided with a slurry leakage prevention steel sheet, one side of the slurry leakage prevention steel sheet is in contact with the side face of the steel plate of the steel template group, and the other side of the slurry leakage prevention steel sheet is positioned by a slurry leakage screwing nut arranged on the tension adjusting screw.
Further, the steel template group is formed by splicing a plurality of groups of steel templates.
Compared with the prior art, the utility model, following beneficial effect has:
the utility model discloses a strutting arrangement for adjusting single face template straightness that hangs down is according to the clearance that will increase cross-section thickness before the construction, confirms the benchmark screw rod, through a plurality of muscle holes of planting on former reinforced concrete component to fixed the accent in planting the muscle hole and drawing the screw rod, and fixed alignment steel sheet on the screw rod is drawn in the accent, and ensure that all alignment steel sheets are located the coplanar, guarantee the straightness that hangs down of template, after the form setting, connect through the snap ring between the template, and it is fixed with the template through template reinforcing apparatus. The utility model discloses remove and transfer and draw the unable repeated practicality of screw rod and alignment steel sheet, other materials are whole can repeated the practicality, and reuse rate is high. The number of tie bars in the original method for reinforcing the cross section is reduced, the phenomenon of mold expansion is basically avoided, concrete waste is reduced, the pouring surface is vertically improved, the plastering thickness of the surface of the subsequent reinforcing surface is reduced, the construction quality is improved, and a large amount of materials and labor cost are saved.
The utility model discloses a template reinforcing apparatus installs the butterfly card on transferring the screw rod including being close to the template nut of screwing up, and it is fixed tightly to be close to the template strengthening rib with the steel pipe through the butterfly card, has realized further stable fixed of template.
The utility model discloses an it has cross screw to open on the steel form board group, and is equipped with in the cross screw and transfers and draw the screw rod, can transfer the mounted position who draws the screw rod according to actual transfer through the cross screw.
The utility model discloses an it still is equipped with the anti-leakage steel sheet on the screw rod to transfer to draw, and the steel sheet of straightening can not cover the cross shaped hole completely, leaks the thick liquid from the cross screw for the concrete when preventing to pour, utilizes the anti-leakage steel sheet and utilizes to leak the thick liquid and screws up the nut and screw up and block up thick liquid with the restriction of anti-leakage steel sheet in the steel sheet side of template.
Drawings
Fig. 1 is a front view of the present invention.
Fig. 2 is a left side view of the steel form of the present invention.
Figure 3 is the right side view of the steel form of the present invention.
Fig. 4 is a schematic view of the tendon-planting hole of the present invention.
Fig. 5 is a partially enlarged schematic view of fig. 1 according to the present invention.
Fig. 6 is a schematic view of the slurry leakage preventing steel sheet of the present invention.
The reference numerals have the following meanings: 1. an original reinforced concrete member; 2. a concrete layer; 3. adjusting and pulling the screw rod; 4. planting tendon holes; 5. straightening the steel sheet; 6. a steel template set; 7. a slurry leakage prevention steel sheet; 8. screwing the nut through slurry leakage; 9. a steel pipe; 10. a butterfly card; 11. screwing a nut on the template; 12. a cross-shaped screw hole; 13. and (5) reinforcing ribs.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and the following detailed description.
As shown in fig. 1-6, a supporting device for adjusting the verticality of a single-sided template comprises a plurality of bar planting holes 4 uniformly distributed on an original reinforced concrete member 1, wherein pull adjusting screws 3 are fixed in the bar planting holes 4, straightening steel sheets 5 are welded on the pull adjusting screws 3, steel template groups 6 are arranged on one sides of the straightening steel sheets 5, and the steel template groups 6 are formed by splicing a plurality of groups of steel templates through splicing clamps or splicing rings. (the concatenation of template belongs to prior art) the steel form comprises steel sheet panel and a plurality of deep floor 13 of welding in steel sheet panel one side, it has cross screw 12 to open on the steel sheet panel of steel form group 6, cross screw 12 is used for the installation to transfer and draws screw rod 3, leave the clearance between steel sheet one side of steel form group 6 and former reinforced concrete component 1, concrete layer 2 has been pour in the clearance, transfer the tip of drawing screw rod 3 and be equipped with template tightening nut 11, it still is equipped with template reinforcing apparatus to be close to transferring of template tightening nut 11 and drawing on the screw rod 3. The template reinforcing device comprises a butterfly clamp 10 which is close to a template tightening nut 11 and is arranged on the tension adjusting screw rod 3, a steel pipe 9 is horizontally arranged on the inner side of the butterfly clamp 10, and the steel pipe 9 is in contact with the edge of a reinforcing rib 13 on the steel template group 6. The tension adjusting screw rod 3 is also provided with a slurry leakage prevention steel sheet 7, one side of the slurry leakage prevention steel sheet 7 is in contact with the side face of the steel plate of the steel template group 6, and the other side of the slurry leakage prevention steel sheet 7 is positioned by a slurry leakage tightening nut 8 arranged on the tension adjusting screw rod 3.
Before construction, the steel bar planting position of the tension adjusting screw 3 is determined according to the space of the cross-shaped holes 12 and the position of the section steel bar with increased cross section, namely the position of the steel bar planting hole 4 is determined, the avoiding size of the tension adjusting screw 3 and the original reinforced concrete member 1 must meet the requirement that the tension adjusting screw 3 does not interfere when the position is adjusted in the cross-shaped holes 12 of the template, then the tension adjusting screw 3 is implanted in the steel bar planting hole 4, because the surface verticality of the original concrete member 1 is poor, the position of the straightening steel sheet 5 is fixed on the tension adjusting screw 3 according to the actual situation on site, then the steel template group 6 is installed and shaped, the splicing of the steel template group 6 is realized through a snap ring, then the slurry leakage preventing steel sheet 7 is installed on the tension adjusting screw 3, then the slurry leakage preventing nut 8 is screwed down, the slurry leakage preventing steel sheet 7 is in contact with the steel plate panel of the steel template group 6, then the template butterfly fixing steel pipe 9 is, then the template is screwed up and the nut 11 is screwed down, the steel pipe 9 is clamped on the reinforcing rib 13 of the template group 6, and then concrete (grouting material) is poured in the gap.
Claims (5)
1. The utility model provides a strutting arrangement for be used for adjusting single face template straightness that hangs down which characterized by: the steel bar plate straightening device comprises a plurality of bar planting holes (4) formed in an original reinforced concrete member (1), wherein a straightening screw (3) is fixed in each bar planting hole (4), a straightening steel sheet (5) is fixedly arranged on each straightening screw (3), a steel plate group (6) is arranged on each straightening screw (3) on one side of each straightening steel sheet (5), a gap is reserved between one side of each steel plate group (6) and the original reinforced concrete member (1), a concrete layer (2) is poured in the gap, a template tightening nut (11) is arranged at the end part of each straightening screw (3), and a template reinforcing device is arranged on each straightening screw (3) close to the corresponding template tightening nut (11).
2. The support device for adjusting the verticality of a single-sided template as claimed in claim 1, wherein: the template reinforcing device comprises a butterfly clamp (10) which is close to a template tightening nut (11) and is arranged on the tension adjusting screw rod (3), a steel pipe (9) is horizontally arranged on the inner side of the butterfly clamp (10), and the steel pipe (9) is in contact with a reinforcing rib (13) on the steel template group (6).
3. A support device for adjusting the verticality of a single-sided formwork according to claim 1 or 2, wherein: the steel template group (6) is provided with a cross screw hole (12), and a tension adjusting screw rod (3) is arranged in the cross screw hole (12).
4. A support device for adjusting the verticality of a single-sided formwork according to claim 3, wherein: the adjustable tension screw (3) is also provided with a slurry leakage prevention steel sheet (7), one side of the slurry leakage prevention steel sheet (7) is in contact with the side face of a steel plate of the steel template group (6), and the other side of the slurry leakage prevention steel sheet (7) is positioned by installing a slurry leakage tightening nut (8) on the adjustable tension screw (3).
5. The support device for adjusting the verticality of a single-sided template as claimed in claim 4, wherein: the steel template group (6) is formed by splicing a plurality of groups of steel templates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921279460.7U CN210858015U (en) | 2019-08-08 | 2019-08-08 | Supporting device for adjusting verticality of single-sided template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921279460.7U CN210858015U (en) | 2019-08-08 | 2019-08-08 | Supporting device for adjusting verticality of single-sided template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210858015U true CN210858015U (en) | 2020-06-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921279460.7U Active CN210858015U (en) | 2019-08-08 | 2019-08-08 | Supporting device for adjusting verticality of single-sided template |
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| Country | Link |
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| CN (1) | CN210858015U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113653314A (en) * | 2021-08-05 | 2021-11-16 | 中国十七冶集团有限公司 | Method for reinforcing and installing floor side formwork |
-
2019
- 2019-08-08 CN CN201921279460.7U patent/CN210858015U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113653314A (en) * | 2021-08-05 | 2021-11-16 | 中国十七冶集团有限公司 | Method for reinforcing and installing floor side formwork |
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