CN221119187U - Tool type template for positioning horizontal reinforcing steel bars and reinforcing side wall ends - Google Patents
Tool type template for positioning horizontal reinforcing steel bars and reinforcing side wall ends Download PDFInfo
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- CN221119187U CN221119187U CN202322665858.7U CN202322665858U CN221119187U CN 221119187 U CN221119187 U CN 221119187U CN 202322665858 U CN202322665858 U CN 202322665858U CN 221119187 U CN221119187 U CN 221119187U
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 30
- 229910001294 Reinforcing steel Inorganic materials 0.000 title description 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 209
- 239000010959 steel Substances 0.000 claims abstract description 209
- 238000007493 shaping process Methods 0.000 claims abstract description 71
- 230000000149 penetrating effect Effects 0.000 claims abstract description 5
- 238000004873 anchoring Methods 0.000 claims description 30
- 238000007789 sealing Methods 0.000 claims description 28
- 238000009415 formwork Methods 0.000 claims description 12
- 230000002787 reinforcement Effects 0.000 claims description 7
- 230000000712 assembly Effects 0.000 claims description 2
- 238000000429 assembly Methods 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000000465 moulding Methods 0.000 description 4
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 230000001788 irregular Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000011241 protective layer Substances 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a horizontal steel bar positioning and side wall end reinforcing tool type template, which comprises vertical steel bars, horizontal steel bars, a shaping end steel template, a bracket rod, a fixing device and a quick and easy-shrinkage net, wherein the two vertical steel bars are vertically arranged at intervals along the thickness direction of concrete; the horizontal steel bars are fixed on the vertical steel bars along the length direction of the vertical steel bars; the shaping end steel template is connected with the side wall, and each horizontal steel bar can be slidably arranged in the corresponding positioning hole in a penetrating manner and is anchored with the shaping end steel template; the support rods are arranged on the shaping end steel templates at intervals along the height direction of the vertical steel bars, and the ends of the support rods are tightly propped against the side walls; the fixing device is arranged on the shaping end steel template, and the quick and easy-shrinkage net fixing cover is arranged on the support rods. The horizontal steel bar positioning and side wall end reinforcing tool type template can conveniently position the horizontal steel bar and reinforce the side wall end template without the water stop belt, thereby improving the installation accuracy.
Description
Technical Field
The utility model relates to the technical field of engineering construction, in particular to a horizontal steel bar positioning and side wall end reinforcing tool type template.
Background
In the engineering construction process, end form reinforcement and side wall horizontal steel bar positioning are always difficult problems of engineering construction, and the problems of more reserved objects, difficult reinforcement, easy mold leakage, uneven steel bar spacing, overrun of a steel bar protection layer and the like which do not meet the standard requirements exist in the parts. Is always a great and difficult problem of engineering construction. How to design a device to effectively solve the problems.
Disclosure of utility model
Aiming at the defects existing in the prior art, the utility model aims to provide the horizontal steel bar positioning and side wall end reinforcing tool type template which can conveniently position the horizontal steel bar and reinforce the side wall end template without a water stop belt, thereby improving the installation precision.
In order to achieve the above object, the present utility model is realized by the following technical scheme: a horizontal rebar positioning and sidewall end reinforcing tool template, comprising:
two vertical steel bars are vertically arranged at intervals along the thickness direction of the concrete;
The horizontal steel bars are fixed on the vertical steel bars along the length direction of the vertical steel bars;
The shaping end steel templates are connected with the side walls, the shaping end steel templates are provided with front and rear through positioning holes which are in one-to-one correspondence with the horizontal steel bars, and each horizontal steel bar can be slidably arranged in the corresponding positioning hole in a penetrating manner and is anchored with the shaping end steel templates;
The plurality of support rods are arranged on the shaping end steel template at intervals along the height direction of the vertical steel bar, and the ends of the support rods are tightly propped against the side walls;
The fixing device is arranged on the shaping end steel template and used for fixing the support rod on the shaping end steel template; and
The quick and easy-shrinkage net is fixedly covered on a plurality of bracket rods.
Further, the steel form fixing device further comprises an anchoring sealing rubber sleeve, wherein the anchoring sealing rubber sleeve is fixed on the forming end steel form and is coaxial with the positioning hole, and the horizontal steel bar passes through the anchoring sealing rubber sleeve and can be sealed.
Further, the horizontal steel bar is anchored on the shaping end steel template through a steel bar anchoring sleeve, the steel bar anchoring sleeve comprises an outer wire sleeve, a top screw and a fastening clamp, the outer wire sleeve is arranged in the positioning hole, the outer wire sleeve is sleeved on the horizontal steel bar and is abutted to the anchoring sealing rubber sleeve, the top screw is matched with the anchoring sealing rubber sleeve for use, the fastening clamp sleeve is arranged on the horizontal steel bar, and the end part of the fastening clamp sleeve is tightly pressed on the end part of the outer wire sleeve.
Further, fixing device includes the mounting bracket and compresses tightly the subassembly, the mounting bracket sets up on the shaping tip steel form, it has a plurality of to compress tightly the subassembly, a plurality of compress tightly the subassembly spaced, detachable install on the mounting bracket, and can compress tightly the middle part of support pole.
Further, the mounting bracket includes two first floor and the apron that extend along the direction of height of design tip steel form, and two first floor is followed design tip steel form's length direction interval sets up, the apron lid is established two the top of first floor, first floor with a plurality of perforation have been seted up on the design tip steel form contact surface, the support pole can be slided pass the perforation, compress tightly the subassembly and be located two between the first floor, just compress tightly the bottom of subassembly with the apron connection, the bottom of compressing tightly the subassembly can compress tightly on the support pole, just compress tightly the clamp force size of subassembly can be adjusted.
Further, compress tightly the subassembly and include threaded connection pole, briquetting and rubber pad, threaded connection pole rotatable connect the top of briquetting, and with apron threaded connection, the rubber pad sets up the bottom surface of briquetting is used for pressing from both sides tightly on the cradling piece.
Further, the steel form fixing device further comprises an auxiliary rib plate, wherein the auxiliary rib plate is fixed on the forming end steel form in parallel with the mounting frame, and the support rod can slide through the auxiliary rib plate.
Further, the side rib plate is arranged on the high side of the shaping end steel template and is located on one side far away from the side wall, first connecting holes are formed in the side rib plate at intervals along the length direction of the side rib plate, and the side rib plate is connected with the side wall template through the first connecting holes.
Further, the steel form comprises a connecting plate, wherein the connecting plate is arranged at the upper end and the lower end of the forming end steel form, a plurality of second connecting holes are formed in the connecting plate at intervals along the length direction of the connecting plate, and the connecting plate is connected with the side wall through the second connecting holes.
Further, a triangular backboard is connected between the connecting plate and the shaping end steel template.
The utility model has the beneficial effects that:
The horizontal steel bar positioning and side wall end reinforcing tool type template comprises two vertical steel bars, two horizontal steel bars, a shaping end steel template, a bracket rod, a fixing device and a quick and easy-shrinkage net, wherein the two vertical steel bars are vertically arranged at intervals along the thickness direction of concrete; the horizontal steel bars are fixed on the vertical steel bars along the length direction of the vertical steel bars; the shaping end steel templates are connected with the side walls, the shaping end steel templates are provided with front and rear through positioning holes which are in one-to-one correspondence with the horizontal steel bars, and each horizontal steel bar can be slidably arranged in the corresponding positioning hole in a penetrating manner and is anchored with the shaping end steel templates; the plurality of support rods are arranged on the shaping end steel template at intervals along the height direction of the vertical steel bar, and the ends of the support rods are tightly propped against the side walls; the fixing device is arranged on the shaping end steel template and used for fixing the support rod on the shaping end steel template; the quick and easy-shrinkage net is fixedly covered on a plurality of bracket rods.
By adopting the horizontal steel bar positioning and side wall end reinforcing tool type template, as a plurality of bracket rods are arranged, when in installation, the bracket rods can be installed in sequence through the fixing device by the shape of the side wall, so that the problem of sealing and reinforcing irregular surfaces of the side wall can be solved, and the strength of the shaping end steel template can be improved; meanwhile, the horizontal steel bars can be accurately positioned according to the design space and the thickness of the protective layer through positioning of the shaping end steel templates, so that the positioning precision of the horizontal steel bars is improved, and the whole construction precision is improved.
Drawings
In order to more clearly illustrate the embodiments of the present utility model, the drawings that are required to be used in the embodiments will be briefly described. Throughout the drawings, the elements or portions are not necessarily drawn to actual scale.
Fig. 1 is a schematic view of a horizontal steel bar positioning and side wall end reinforcing tool type template according to an embodiment of the present utility model;
Fig. 2 is a schematic view of the installation and matching of vertical steel bars and horizontal steel bars in the horizontal steel bar positioning and side wall end reinforcing tool type template shown in fig. 1;
FIG. 3 is a schematic view of a shaped end steel form in the horizontal bar positioning and sidewall end reinforcing tool form shown in FIG. 1 (where a is a front view, b is a right-hand view, c is a left-hand view d is an upper view, e is a lower view);
FIG. 4 is a schematic view of a hold down assembly in the horizontal rebar positioning and sidewall end reinforcing tool form of FIG. 1;
FIG. 5 is a schematic view of the compression assembly mounted on the cover plate
Fig. 6 is a schematic view of a pressing assembly of the horizontal reinforcement positioning and side wall end reinforcing tool type formwork shown in fig. 1 pressed on a bracket rod;
Reference numerals:
1. concrete; 2. a side wall;
100. Vertical steel bars; 200. horizontal steel bars; 300. shaping an end steel template; 310. positioning holes; 320. a connecting plate; 330. side rib plates; 400. a bracket rod; 500. a fixing device; 510. a mounting frame; 511. a first rib; 512. a cover plate; 520. a compression assembly; 521. a threaded connecting rod; 522. briquetting; 523. a rubber pad; 530. auxiliary rib plates; 600. a fast and easily shrinkable net; 700. anchoring the sealing rubber sleeve; 800. a steel bar anchoring sleeve; 810. an outer wire sleeve; 820. top screw; 830. a fastening clip.
Detailed Description
Embodiments of the technical scheme of the present utility model will be described in detail below with reference to the accompanying drawings. The following examples are only for more clearly illustrating the technical aspects of the present utility model, and thus are merely examples, and are not intended to limit the scope of the present utility model.
Please refer to fig. 1 to 6: the utility model provides a horizontal steel bar positioning and side wall tip reinforcement instrument formula template in this implementation, includes vertical steel bar 100, horizontal steel bar 200, design tip steel form 300, support pole 400, fixing device 500 and quick easy shrink net 600.
Specifically, two vertical bars 100 are provided, the two vertical bars 100 are vertically arranged at intervals along the thickness direction of the concrete 1, and the horizontal bars are fixed on the vertical bars 100 along the length direction of the vertical bars 100.
The shaping end steel templates 300 are connected with the side walls 2, front and rear through positioning holes 310 which are in one-to-one correspondence with the horizontal steel bars 200 are formed in the shaping end steel templates 300, and each horizontal steel bar 200 can be slidably arranged in the corresponding positioning hole 310 in a penetrating manner and is anchored with the shaping end steel templates 300. The support rods 400 are arranged on the shaping end steel templates 300 at intervals along the height direction of the vertical steel bars 100, and the ends of the support rods 400 are tightly propped against the side walls 2.
The fixing device 500 is provided on the shaped end steel form 300 for fixing the bracket bar 400 on the shaped end steel form 300. The quick and easy shrinkage net 600 is fixedly covered on the plurality of bracket bars 400.
During construction, paying off is firstly carried out, and the installation position of the shaping end steel template 300 is released; then, a lateral bracket is erected, and the lateral bracket is used for temporarily positioning the shaping end steel template 300, and the concrete method is as follows: and a conventional 48mm steel pipe is adopted, and a lateral bracket is erected according to the standard requirement. It should be noted that the steel pipes of the lateral bracket should not interfere with the reserved holes on the shaped end steel form 300 to ensure that the horizontal steel bar 200 can be smoothly threaded out.
After the side bracket is erected, connecting and fixing the shaping end steel template 300 with the side bracket, casting the side wall 2 according to a plan, installing the shaping end steel template 300 in sections at the height, and fastening the sections by adopting M14 bolts;
Then, installing the horizontal steel bars 200 (note that the horizontal steel bars 200 are staggered at intervals by a joint length which is larger than the anchoring required length), then inserting the reserved ends of the horizontal steel bars 200 into the positioning holes 310 of the shaping end steel templates 300, then effectively reinforcing the connection points of the other ends of the horizontal steel bars 200 and the vertical steel bars 100, and anchoring the horizontal steel bars 200 and the shaping end steel templates 300;
Then, mounting a bracket rod 400 on the shaping end steel template 300, and tightly propping up all the end parts of the bracket rod 400 with the side walls 2, and then tightly pressing the bracket rod 400 on the shaping end steel template 300 through a fixing device 500;
Then, the quick and easy-shrinkage net 600 is processed into a corresponding shape, and the quick and easy-shrinkage net 600 and the support rod 400 are effectively reinforced between the shaping end steel template 300 and the side wall 2 by utilizing iron wires. (note that no holes are formed during reinforcement to prevent concrete slurry from leaking);
Then, connecting the shaping end steel template 300 with the side wall 2;
and finally, pouring the side wall concrete.
By adopting the horizontal steel bar positioning and side wall end reinforcing tool type template, as a plurality of support rods 400 are adopted, when in installation, the support rods 400 can be installed in sequence through the fixing device 500 by the shape of the side wall 2, so that the problem of sealing and reinforcing irregular surfaces of the side wall 2 can be solved, and the strength of the shaping end steel template can be improved; meanwhile, the horizontal steel bar 200 can be precisely positioned according to the design space and the thickness of the protective layer by positioning the shaping end steel template 300, so that the positioning precision of the horizontal steel bar 200 is improved, and the whole construction precision is improved.
In this embodiment, the tool type formwork further includes an anchor sealing rubber sleeve 700, and the anchor sealing rubber sleeve 700 is fixed on the shaped end steel formwork 300 and is coaxial with the positioning hole 310, and the horizontal steel bar 200 passes through the anchor sealing rubber sleeve 700 and can seal the horizontal steel bar 200.
In construction, after the horizontal bar 200 is inserted into the positioning hole 310, the anchor seal gum cover 700 is sleeved on the horizontal bar 200, and the anchor seal gum cover 700 is fixed on the shaping end steel template 300 by using steel wires. The anchoring sealing rubber sleeve 700 can play a sealing role between the horizontal steel bar 200 and the shaping end steel template 300, and can prevent slurry leakage.
In this embodiment, the horizontal steel bar 200 is anchored on the shaped end steel form 300 through the steel bar anchoring sleeve 800, the steel bar anchoring sleeve 800 comprises an outer wire sleeve 810, a top screw 820 and a fastening clip 830, the outer wire sleeve 810 is arranged in the positioning hole 310, the outer wire sleeve 810 is sleeved on the horizontal steel bar 200 and is abutted on the anchoring sealing rubber sleeve 700, the top screw 820 is matched with the anchoring sealing rubber sleeve 700 for use, the fastening clip 830 is sleeved on the horizontal steel bar 200, and the end of the fastening clip 830 is pressed on the end of the outer wire sleeve 810.
During installation, the outer wire sleeve 810 is sleeved on the horizontal steel bar 200 until the outer wire sleeve 810 is abutted against the anchoring sealing rubber sleeve 700, then the top screw 820 is sleeved on the outer wire sleeve 810, the top screw 820 and the anchoring sealing rubber sleeve 700 play a role in sealing, and finally, the outer wire sleeve 810 is sleeved through the fastening clamp 830, so that the horizontal steel bar 200 can be anchored. In a specific implementation, the outer wire sleeve 810 may be flat to the side of the template, and the outer side may be slope-shaped from outside to inside, so that the shape of the end of the fastening clip 830 is adapted to the shape, and the anchoring effect may be further enhanced.
In this embodiment, the fixing device 500 includes a mounting frame 510 and a pressing assembly 520, the mounting frame 510 is disposed on the shaped end steel form 300, the pressing assembly 520 has a plurality of pressing assemblies 520 which are detachably mounted on the mounting frame 510 at intervals and can be pressed on the middle of the support rod 400.
Specifically, the mounting bracket 510 includes two first rib plates 511 and the apron 512 that extend along the direction of height of design tip steel form 300, and two first rib plates 511 set up along the length direction interval of design tip steel form 300, the apron 512 lid is established at the top of two first rib plates 511, a plurality of perforation have been seted up on the contact surface of first rib plate 511 and design tip steel form 300, the perforation of passing of support pole 400 slidable, hold-down subassembly 520 is located between two first rib plates 511, and the bottom and the apron 512 of hold-down subassembly 520 are connected, the bottom of hold-down subassembly 520 can compress tightly on support pole 400, and the clamping force size of hold-down subassembly 520 can be adjusted.
In the installation, the bracket bar 400 is inserted into the first rib 511, and then the pressing assembly 520 is driven to press the bracket bar 400.
Specifically, the compression assembly 520 includes a threaded connecting rod 521, a press block 522, and a rubber pad 523. The screw connection rod 521 is rotatably connected to the top of the pressing block 522 and is screw-connected to the cover plate 512, and the rubber pad 523 is disposed on the bottom surface of the pressing block 522 and is used for being clamped on the support rod 400.
In use, the press block 522 can be driven to press against or away from the bracket bar 400 by simply rotating the threaded connecting rod 521.
As an effective embodiment, the present tool template further includes auxiliary ribs 530. The auxiliary rib 530 is fixed to the shaped end steel form 300 in parallel with the mounting frame 510, and the bracket bar 400 can slide through the auxiliary rib 530. The auxiliary rib plates 530 can strengthen the strength of the shaped end steel molding plate 300 and can also assist in supporting the support rod 400.
As a further embodiment, the present tool template further includes side ribs 330. Side rib 330 is provided on the high side of the shaped end form 300. And is located at a side far away from the side wall 2, first connecting holes are formed on the side rib plates 330 at intervals along the length direction of the side rib plates, and the side rib plates 330 are connected with the side wall 2 template through the first connecting holes.
The side rib plates 330 facilitate the connection of the shaping end steel template 300 and the side wall templates, and the connection mode can be a bolt structure or other structures.
In addition, the tool template further comprises a connecting plate 320, the connecting plate 320 is arranged at the upper end and the lower end of the shaping end steel template 300, a plurality of second connecting holes are formed in the connecting plate 320 at intervals along the length direction of the connecting plate 320, and the connecting plate 320 is connected with the side wall 2 through the second connecting holes. The connection of the shaped end steel template 300 and the side wall template is facilitated through the connecting plate 320, and similarly, the connection mode can be a bolt structure, and other structures are available. In addition, a triangular back plate can be connected between the connecting plate 320 and the shaped end steel molding plate 300, so that the strength of the connecting plate and the shaped end steel molding plate is improved.
By the connection of the side rib 330 and the connection plate 320, deformation of the shaped end steel form 300 can be effectively prevented, thereby further improving the installation accuracy.
The specific construction of the tool template comprises the following steps:
1. During construction, paying off is performed firstly, and the mounting position of the shaping end steel template 300 is paid out. Then, a lateral bracket is erected, and the lateral bracket is used for temporarily positioning the shaping end steel template 300, and the concrete method is as follows: a conventional 48mm steel pipe is adopted, a lateral bracket is erected according to the standard requirement, and the steel pipe of the lateral bracket should not interfere with the reserved holes on the shaping end steel template 300 so as to ensure that the horizontal steel bar 200 can smoothly pass out;
2. after the side bracket is erected, connecting and fixing the shaping end steel template 300 with the side bracket, casting the side wall 2 according to a plan, installing the shaping end steel template 300 in sections at the height, and fastening the sections by adopting M14 bolts;
3. Inserting the reserved end of the horizontal steel bar 200 into the positioning hole 310 of the shaping end steel template 300, and then effectively reinforcing the connection point between the tail end of the horizontal steel bar 200 and the vertical steel bar 100;
4. An anchoring sealing rubber sleeve 700 is sleeved on the reserved end of the horizontal steel bar 200, and the anchoring sealing rubber sleeve 700 and the shaping end steel template 300 are fixed through iron wires;
5. Installing a reinforcing steel bar anchoring sleeve 800;
6. The bracket rod 400 sequentially passes through the auxiliary rib plates 530 and the first rib plates 511, and after the end part of the bracket rod 400 is propped against the side wall 2, the threaded connecting rod 521 is rotated to press the pressing block 522 on the shaping end part steel template 300;
7. the quick and easy-shrinkage net 600 is processed into a corresponding shape, and the quick and easy-shrinkage net 600 and the support rod 400 are effectively reinforced between the shaping end steel template 300 and the side wall 2 by utilizing iron wires. (note that no holes are formed during reinforcement to prevent leakage of the concrete 1);
9. The connecting plate 320 and the side rib plates 330 are connected with the side wall 2;
10. Performing side wall concrete pouring;
11. After the side wall concrete is solidified to the corresponding strength, the related work of dismantling the shaping end steel template 300 can be performed.
By adopting the tool type template, as a plurality of bracket rods 400 are arranged, when in installation, the bracket rods 400 can be installed in sequence through the fixing device 500 by the shape of the side wall 2, so that the problem of sealing and reinforcing irregular surfaces of the side wall 2 can be solved, and the strength of the shaping end steel template can be improved; meanwhile, the horizontal steel bar 200 can be precisely positioned according to the design space and the thickness of the protective layer by positioning the steel bar through the shaping end steel template 300, so that the positioning precision of the horizontal steel bar 200 is improved, and the whole construction precision is further improved; by anchoring the sealing of the sealing gum cover 700, leakage of slurry can be prevented, and by the connection of the side rib plates 330 and the connecting plates 320, deformation of the shaped end steel molding plate 300 can be effectively prevented, thereby further improving the installation accuracy.
The above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the utility model, and are intended to be included within the scope of the appended claims and description.
Claims (10)
1. The utility model provides a horizontal reinforcing bar location and side wall tip reinforcement instrument formula template which characterized in that includes:
two vertical steel bars are vertically arranged at intervals along the thickness direction of the concrete;
The horizontal steel bars are fixed on the vertical steel bars along the length direction of the vertical steel bars;
The shaping end steel templates are connected with the side walls, the shaping end steel templates are provided with front and rear through positioning holes which are in one-to-one correspondence with the horizontal steel bars, and each horizontal steel bar can be slidably arranged in the corresponding positioning hole in a penetrating manner and is anchored with the shaping end steel templates;
The plurality of support rods are arranged on the shaping end steel template at intervals along the height direction of the vertical steel bar, and the ends of the support rods are tightly propped against the side walls;
The fixing device is arranged on the shaping end steel template and used for fixing the support rod on the shaping end steel template; and
The quick and easy-shrinkage net is fixedly covered on a plurality of bracket rods.
2. The tool type formwork for positioning and reinforcing side wall ends of horizontal steel bars according to claim 1, further comprising an anchoring sealing rubber sleeve, wherein the anchoring sealing rubber sleeve is fixed on the shaping end steel formwork and is coaxial with the positioning hole, and the horizontal steel bars pass through the anchoring sealing rubber sleeve and can be sealed.
3. The horizontal steel bar positioning and side wall end reinforcing tool type formwork according to claim 2, wherein the horizontal steel bar is anchored on the shaping end steel formwork through a steel bar anchoring sleeve, the steel bar anchoring sleeve comprises an outer wire sleeve, a top screw and a fastening clamp, the outer wire sleeve is arranged in the positioning hole, the outer wire sleeve is sleeved on the horizontal steel bar and is abutted to the anchoring sealing rubber sleeve, the top screw is matched with the anchoring sealing rubber sleeve for use, the fastening clamp sleeve is arranged on the horizontal steel bar, and the end part of the fastening clamp sleeve is pressed on the end part of the outer wire sleeve.
4. The tool type formwork for positioning horizontal steel bars and reinforcing side wall ends according to claim 2, wherein the fixing device comprises a mounting frame and a pressing assembly, the mounting frame is arranged on the shaping end steel formwork, the pressing assembly is multiple, and the pressing assemblies are detachably arranged on the mounting frame at intervals and can be pressed on the middle of the support rod.
5. The tool template for positioning horizontal steel bars and reinforcing side wall ends according to claim 4, wherein the mounting frame comprises two first rib plates and a cover plate which extend along the height direction of the shaping end steel template, the two first rib plates are arranged at intervals along the length direction of the shaping end steel template, the cover plate cover is arranged at the top of the two first rib plates, a plurality of through holes are formed in the contact surface of the first rib plates and the shaping end steel template, the support rod can pass through the through holes in a sliding mode, the pressing assembly is located between the two first rib plates, the bottom end of the pressing assembly is connected with the cover plate, the bottom end of the pressing assembly can be pressed on the support rod, and the pressing force of the pressing assembly can be adjusted.
6. The tool type formwork for positioning horizontal steel bars and reinforcing side wall ends according to claim 5, wherein the pressing assembly comprises a threaded connecting rod, a pressing block and a rubber pad, the threaded connecting rod is rotatably connected to the top of the pressing block and is in threaded connection with the cover plate, and the rubber pad is arranged on the bottom surface of the pressing block and is used for being clamped on the bracket rod.
7. The horizontal bar positioning and sidewall end reinforcing tool form of claim 4, further comprising auxiliary ribs secured to said shaped end form parallel to said mounting bracket, and said support bar slidably passing through said auxiliary ribs.
8. The tool type template for positioning horizontal steel bars and reinforcing side wall ends according to claim 1, further comprising side rib plates, wherein the side rib plates are arranged on the high side of the shaping end steel template and are positioned on one side far away from the side wall, first connecting holes are formed in the side rib plates at intervals along the length direction of the side rib plates, and the side rib plates are connected with the side wall template through the first connecting holes.
9. The tool type template for positioning horizontal steel bars and reinforcing end parts of side walls according to claim 1, further comprising connecting plates, wherein the connecting plates are arranged at the upper end and the lower end of the steel template at the shaped end parts, a plurality of second connecting holes are formed in the connecting plates at intervals along the length direction of the connecting plates, and the connecting plates are connected with the side walls through the second connecting holes.
10. The tool type formwork for positioning horizontal steel bars and reinforcing side wall ends according to claim 9, wherein a triangular backboard is connected between the connecting plate and the shaping end steel formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322665858.7U CN221119187U (en) | 2023-09-28 | 2023-09-28 | Tool type template for positioning horizontal reinforcing steel bars and reinforcing side wall ends |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322665858.7U CN221119187U (en) | 2023-09-28 | 2023-09-28 | Tool type template for positioning horizontal reinforcing steel bars and reinforcing side wall ends |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221119187U true CN221119187U (en) | 2024-06-11 |
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ID=91338218
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322665858.7U Active CN221119187U (en) | 2023-09-28 | 2023-09-28 | Tool type template for positioning horizontal reinforcing steel bars and reinforcing side wall ends |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221119187U (en) |
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2023
- 2023-09-28 CN CN202322665858.7U patent/CN221119187U/en active Active
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