CN214271930U - Be fixed in bed rock face and can have enough to meet need reinforcement bed-jig - Google Patents
Be fixed in bed rock face and can have enough to meet need reinforcement bed-jig Download PDFInfo
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- CN214271930U CN214271930U CN202022395429.9U CN202022395429U CN214271930U CN 214271930 U CN214271930 U CN 214271930U CN 202022395429 U CN202022395429 U CN 202022395429U CN 214271930 U CN214271930 U CN 214271930U
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Abstract
The utility model relates to a turnover reinforcement jig fixed on the bedrock surface, which comprises a sliding guide rail, a light steel jig for fixing a sliding track, a reinforcement vertical temporary fixing frame, a reinforcement horizontal temporary fixing frame fixedly suspended on a fixed reinforcement, and an easy-to-dismount sliding type light steel jig; the light steel jig frame fixedly-pulling sliding track is arranged on the sliding guide rail and the concrete outer guide rail, and the easily-disassembled sliding type light steel jig frame fixedly-pulling sliding track realizes horizontal sliding along the light steel jig frame; the vertical temporary fixing frame for binding the steel bars is arranged on the hoop reinforcement bound at the lower part; the horizontal temporary fixing frame suspended and fixed on the steel bar binding horizontal fixed frame of the fixed steel bar is arranged on the longitudinal main steel bar bound on one side. The utility model has the advantages that: the utility model discloses a be fixed in the basement rock face and can have enough to meet need the reinforcement bed-jig, rational in infrastructure, install and remove simply, the simple operation can effectively improve reinforcement efficiency, can have enough to meet the need the use simultaneously, has better economic benefits.
Description
Technical Field
The utility model relates to a be fixed in bed rock face and can have enough to meet need reinforcement bed-jig belongs to the civil engineering field, is applicable to the reinforcing bar and can have enough to meet need the bed-jig and go up the ligature construction in being fixed in the bed rock face.
Background
For the structural arrangement requirement of the concrete wall body of the side wall of the lock chamber of a ship lock, the template can be arranged on one side, and the lateral pressure of the template cannot be controlled by using the through-wall bolt. In addition, urban land resources are precious, the distance between the outer wall of many underground projects and a ground red line is short, meanwhile, with the development of deep foundation pit supporting technology, vertical protection is widely adopted, the construction site is narrower and narrower, double-side formwork support for the outer wall of the basement is not practical, and single-side formwork support is required.
However, the use of conventional single-sided formwork is again prone to quality problems. Because some structures exist behind the wall, the space of the warehouse surface is narrower, the precise binding of the reinforcement cage is extremely difficult, and no good method for reference exists at home and abroad at present.
In view of this, in order to improve the construction quality of steel bar binding, the invention of the steel bar binding jig which is simply and effectively fixed on the bedrock surface and can be rotated needs to be urgently needed, so that the construction quality and the construction efficiency of steel bar binding are improved.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming not enough among the prior art, providing one kind and being fixed in the basement rock face and can having enough to meet the need reinforcement bed-jig, rational in infrastructure, install and remove simply, the simple operation can effectively improve reinforcement efficiency of construction, can have enough to meet the need the use simultaneously, has better economic benefits.
The steel bar binding jig frame capable of being turned over and fixed on the bedrock surface comprises a sliding guide rail, a light steel jig frame fixedly pulling a sliding track, a steel bar binding vertical temporary fixing frame, a steel bar binding horizontal temporary fixing frame fixedly suspended on a fixed steel bar and an easily-detachable sliding and lifting type light steel jig frame; the light steel jig frame fixedly-pulling sliding track is arranged on the sliding guide rail and the concrete outer guide rail, and the easily-disassembled sliding type light steel jig frame fixedly-pulling sliding track realizes horizontal sliding along the light steel jig frame; the vertical temporary fixing frame for binding the steel bars is arranged on the hoop reinforcement bound at the lower part; the horizontal temporary fixing frame suspended and fixed on the steel bar binding horizontal fixed frame of the fixed steel bar is arranged on the longitudinal main steel bar bound on one side.
Preferably, the method comprises the following steps: the light steel jig frame is used for fixedly pulling the sliding track to realize vertical sliding along the sliding guide rail and the concrete outer guide rail through a power jack on the light steel jig frame for fixedly pulling the sliding track, and the light steel jig frame is used for fixedly pulling the sliding track to realize directional sliding along the concrete inner guide rail through a rolling shaft at the end part of the light steel jig frame.
Preferably, the method comprises the following steps: the easily disassembled sliding-lifting type light steel jig frame is locked with the concrete inner guide rail through an easily-rotating fastening device above the easily disassembled sliding-lifting type light steel jig frame, and the easily disassembled sliding-lifting type light steel jig frame is locked with the light steel jig frame through a rotating clamping pin at the end part of the easily disassembled sliding-lifting type light steel jig frame and a pulling and fixing sliding rail.
Preferably, the method comprises the following steps: the crotch column structure that vertical temporary fixing frame upper portion of reinforcement is the Y type is used for supporting the horizontal stirrup that the upper portion is not bound, vertical temporary fixing frame lower part of reinforcement is equipped with horizontal temporary fixing frame base, the horizontal temporary fixing frame base of four separations is a whole through the connecting sleeve consolidation, vertical temporary fixing frame of reinforcement realizes the fastening through step tightly with the good hoop stirrup of lower part ligature.
Preferably, the method comprises the following steps: the temporary reinforcing steel bar binding horizontal fixing frame fixedly suspended on the fixed reinforcing steel bars is of a U-shaped structure, the end parts of two sides of the temporary reinforcing steel bar binding horizontal fixing frame are provided with clamping ear type fixtures for clamping longitudinal main bars which are not bound on the other side, and the temporary reinforcing steel bar binding horizontal fixing frame fixedly suspended on the fixed reinforcing steel bars is fastened with the longitudinal main bars bound on one side in a step-by-step mode.
Preferably, the method comprises the following steps: the easily-disassembled sliding-lifting type light steel jig frame is composed of a longitudinal slide way, a cross beam platform and a fixed end longitudinal beam platform, the cross beam platform is welded with the fixed end longitudinal beam platform, the cross beam platform horizontally moves along the longitudinal slide way, and the cross beam platform slides along a fixed sliding rail pulled by the light steel jig frame.
The utility model has the advantages that:
1. the utility model discloses a be fixed in the basement rock face and can have enough to meet need the reinforcement bed-jig, rational in infrastructure, install and remove simply, the simple operation can effectively improve reinforcement efficiency, can have enough to meet the need the use simultaneously, has better economic benefits.
2. The utility model discloses a vertical interim mount of reinforcement only needs during the installation to fasten the adapter sleeve cover, takes measures to do one fixedly, can accomplish the installation, easy operation.
3. The utility model discloses a hang and consolidate in the interim mount of reinforcement horizontal of the reinforcing bar that has stabilized, install and remove portably, after only needing the location, tightly tighten the firm with step, can have enough to meet the need the use.
4. The utility model discloses a light steel bed-jig of readily removable formula of sliding, simple structure, the equipment is convenient, can realize sliding of a plurality of dimensions.
Drawings
FIG. 1 is a structural view of a turnover reinforcement bar binding jig fixed on a bedrock surface;
FIG. 2 is a schematic plan view of an easy-to-disassemble and slide-lift type light steel jig frame;
fig. 3 is a structural schematic diagram of a vertical temporary fixing frame and a horizontal temporary fixing frame for binding steel bars.
Description of reference numerals: 2-sliding up the guide rail; 4-the light steel jig frame fixedly pulls the sliding track; 5-pulling and fixing the power jack of the sliding track; 15-concrete outer guide rails; 23-a movable adjustable bolt; 27-rock; 28-concrete wall; 29-longitudinal main ribs; 291-longitudinal main rib bound on one side; 292-longitudinal main ribs which are not bound on the other side; 31-hoop reinforcement; 311-horizontal stirrups with unbundled upper parts; 312-circumferential hooping bound at the lower part; 39-binding a vertical temporary fixing frame by using reinforcing steel bars; step 40, tightening; 41-a horizontal temporary fixing frame fixedly suspended on the steel bars of the fixed steel bars; 42-rotating the clamping pin; 43-easily-disassembled sliding-lifting type light steel jig; 45-high strength screw; 46-a roller; 47-concrete inner guide rail; 49-a free-wheeling fastening device; 50-adjusting nut for verticality of guide rail; 62-longitudinal slide way; 63-beam platform; 64-fixed end stringer platforms; 65-horizontal temporary fixing frame base; 66-a clip-on clip; 82-a connecting sleeve; 83-straight threaded sleeve.
Detailed Description
The present invention will be further described with reference to the following examples. The following description of the embodiments is merely provided to aid in understanding the invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
As shown in fig. 1 to 3, the steel bar binding jig fixed on the bedrock surface and capable of rotating mainly comprises: the device comprises a sliding guide rail 2, a light steel jig frame, a sliding rail 4, a power jack 5, a longitudinal main rib 29, a hoop reinforcement 31, a reinforcement vertical temporary fixing frame 39, a reinforcement horizontal temporary fixing frame 41, a rotary clamping pin 42, an easily disassembled sliding type light steel jig frame 43, a rolling shaft 46, an easily-rotated type fastening device 49, a longitudinal slideway 62, a beam platform 63, a fixed end longitudinal beam platform 64, a horizontal temporary fixing frame base 65, a clamping lug type fixture 66 and a connecting sleeve 82, wherein the sliding guide rail is fixedly pulled on the sliding rail; the light steel jig frame pulling and fixing sliding track 4 is arranged on the sliding and lifting guide rail 2 and the concrete outer guide rail 15, and the easily-disassembled sliding and lifting light steel jig frame 43 can realize horizontal sliding along the light steel jig frame pulling and fixing sliding track 4; the steel bar binding vertical temporary fixing frame 39 is arranged on the hoop reinforcement 312 bound at the lower part; the steel bar binding horizontal temporary fixing frame 41 which is fixedly suspended on the fixed steel bars is arranged on the longitudinal main bar 291 bound on one side; the light steel jig frame pulling and fixing sliding track 4 can slide up and down along the sliding guide rail 2 and the concrete outer guide rail 15 through a power jack 5 arranged on the light steel jig frame pulling and fixing sliding track, and the light steel jig frame pulling and fixing sliding track 4 can slide directionally along the concrete inner guide rail 47 through a rolling shaft 46 arranged at the end part of the light steel jig frame pulling and fixing sliding track. The track system consisting of the sliding guide rail 2, the concrete outer guide rail 15 and the concrete inner guide rail 47 is arranged on one side of the concrete wall 28. The bottoms of the concrete outer guide rail 15 and the concrete inner guide rail 47 are fixedly connected with the movable adjustable bolt 23. The top of the sliding guide rail 2, the concrete outer guide rail 15 and the concrete inner guide rail 47 is fastened with the high-strength screw rod 45, and the guide rail verticality adjusting nut 50 of the sliding guide rail 2 is arranged on the high-strength screw rod 45. The side surfaces of the concrete outer guide rail 15 and the concrete inner guide rail 47 are connected with side fixing screw rods 56. The side fixing screw rods 56 and the high-strength screw rods 45 are fixed on the rock 27, and the side fixing screw rods 56 are arranged at equal intervals along the rock 27. The concrete wall 28 is internally provided with longitudinal main reinforcements 29 and circumferential stirrups 31, and straight thread sleeves 83 are arranged between the longitudinal main reinforcements 29.
As shown in fig. 1 and fig. 2, a rotatable fastening device 49 is arranged above the easily detachable sliding-lifting type light steel jig 43 to lock with a concrete inner guide rail 47, and a rotating clamping pin 42 is arranged at the end of the easily detachable sliding-lifting type light steel jig to lock with the light steel jig to pull the sliding rail 4; the easily detachable sliding and lifting type light steel jig frame 43 is composed of a longitudinal slide way 62, a cross beam platform 63 and a fixed end longitudinal beam platform 64, the cross beam platform 63 is welded with the fixed end longitudinal beam platform 64, the cross beam platform 63 horizontally moves along the longitudinal slide way 62, and the cross beam platform 63 can slide along the light steel jig frame pulling and fixing sliding rail 4.
As shown in fig. 1 and fig. 3, the upper part of the steel bar binding vertical temporary fixing frame 39 is in a Y-shaped fork shape and is used for supporting the horizontal stirrups 311 whose upper part is not bound, the lower part of the steel bar binding vertical temporary fixing frame is provided with a horizontal temporary fixing frame base 65, the four separated horizontal temporary fixing frame bases 65 are fixedly connected into a whole through a connecting sleeve 82, and the steel bar binding vertical temporary fixing frame 39 is fastened with the annular stirrups 312 whose lower part is bound through a step 40; the temporary reinforcing steel bar binding horizontal fixing frame 41 fixedly suspended on the stabilized reinforcing steel bars is of a U-shaped structure, the end parts of two sides of the temporary reinforcing steel bar binding horizontal fixing frame are provided with clamping ear type fixtures 66 used for clamping longitudinal main bars 292 which are not bound on the other side, and the temporary reinforcing steel bar binding horizontal fixing frame 41 fixedly suspended on the stabilized reinforcing steel bars is fastened with the longitudinal main bars 291 which are bound on one side through the step fastening 40.
Claims (6)
1. The utility model provides a but be fixed in bed rock face turnover reinforcement bed-jig which characterized in that: the device comprises a sliding guide rail (2), a light steel jig frame pulling and fixing sliding rail (4), a reinforcement binding vertical temporary fixing frame (39), a reinforcement binding horizontal temporary fixing frame (41) suspended and fixed on a fixed reinforcement, and an easily-detachable sliding and lifting light steel jig frame (43); the light steel jig frame pulling and fixing sliding track (4) is arranged on the sliding guide rail (2) and the concrete outer guide rail (15), and the easily disassembled sliding and lifting light steel jig frame (43) pulls and fixes the sliding track (4) along the light steel jig frame to realize horizontal sliding; the vertical temporary fixing frame (39) for binding the steel bars is arranged on the hoop stirrups (312) bound at the lower part; the steel bar binding horizontal temporary fixing frame (41) fixedly suspended on the fixed steel bars is arranged on the longitudinal main bar (291) bound on one side.
2. The turnover reinforcement bar binding jig fixed to the bedrock surface according to claim 1, characterized in that: the light steel jig frame is used for fixedly pulling the sliding track (4) to slide up and down along the sliding guide rail (2) and the concrete outer guide rail (15) through a power jack (5) on the light steel jig frame for fixedly pulling the sliding track, and the light steel jig frame is used for fixedly pulling the sliding track (4) to directionally slide along the concrete inner guide rail (47) through a rolling shaft (46) at the end part of the light steel jig frame.
3. The turnover reinforcement bar binding jig fixed to the bedrock surface according to claim 1, characterized in that: the easily disassembled sliding-lifting type light steel jig frame (43) is locked with a concrete inner guide rail (47) through an easily-rotating type fastening device (49) above the easily disassembled sliding-lifting type light steel jig frame, and the easily disassembled sliding-lifting type light steel jig frame (43) is locked with a light steel jig frame fastening sliding rail (4) through a rotating clamping pin (42) at the end part of the easily disassembled sliding-lifting type light steel jig frame.
4. The turnover reinforcement bar binding jig fixed to the bedrock surface according to claim 1, characterized in that: the crotch column structure that vertical temporary fixing frame of reinforcement (39) upper portion was the Y type be used for supporting horizontal stirrup (311) that the upper portion was not banded, vertical temporary fixing frame of reinforcement (39) lower part is equipped with horizontal temporary fixing frame base (65), horizontal temporary fixing frame base (65) of four separations are consolidated through adapter sleeve (82) and are a whole, the fastening is realized through tight (40) of step and the good hoop stirrup (312) of lower part ligature in vertical temporary fixing frame of reinforcement (39).
5. The turnover reinforcement bar binding jig fixed to the bedrock surface according to claim 1, characterized in that: the temporary reinforcing steel bar binding horizontal fixing frame (41) fixedly suspended on the fixed reinforcing steel bars is of a U-shaped structure, the end parts of two sides of the temporary reinforcing steel bar binding horizontal fixing frame are provided with clamping-lug type fixtures (66) used for clamping longitudinal main bars (292) which are not well bound on the other side, and the temporary reinforcing steel bar binding horizontal fixing frame (41) fixedly suspended on the fixed reinforcing steel bars is fastened with the longitudinal main bars (291) which are well bound on one side through step fastening (40).
6. The turnover reinforcement bar binding jig fixed to the bedrock surface according to claim 1, characterized in that: the easily-disassembled sliding-lifting type light steel jig frame (43) is composed of a longitudinal slide way (62), a cross beam platform (63) and a fixed end longitudinal beam platform (64), the cross beam platform (63) is welded with the fixed end longitudinal beam platform (64), the cross beam platform (63) horizontally moves along the longitudinal slide way (62), and the cross beam platform (63) slides along the light steel jig frame pulling and fixing sliding rail (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022395429.9U CN214271930U (en) | 2020-10-23 | 2020-10-23 | Be fixed in bed rock face and can have enough to meet need reinforcement bed-jig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022395429.9U CN214271930U (en) | 2020-10-23 | 2020-10-23 | Be fixed in bed rock face and can have enough to meet need reinforcement bed-jig |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214271930U true CN214271930U (en) | 2021-09-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022395429.9U Active CN214271930U (en) | 2020-10-23 | 2020-10-23 | Be fixed in bed rock face and can have enough to meet need reinforcement bed-jig |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214271930U (en) |
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2020
- 2020-10-23 CN CN202022395429.9U patent/CN214271930U/en active Active
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