CN212161117U - Manufacturing model for arranging and training steel bars of prefabricated shear wall - Google Patents
Manufacturing model for arranging and training steel bars of prefabricated shear wall Download PDFInfo
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- CN212161117U CN212161117U CN202021324986.5U CN202021324986U CN212161117U CN 212161117 U CN212161117 U CN 212161117U CN 202021324986 U CN202021324986 U CN 202021324986U CN 212161117 U CN212161117 U CN 212161117U
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Abstract
The utility model relates to a construction training technical field discloses a can be used to real preparation model of instructing of precast shear wall reinforcing bar arrangement, including the built-up plate, a plurality of panel mountings of front and back fixedly connected with in the outside of built-up plate, and the equal fixedly connected with a plurality of turning mounting of corner in the outside of built-up plate, the equal fixedly connected with a plurality of end mounting in both ends in the outside of built-up plate, and the inboard of built-up plate is provided with a plurality of interior support. The utility model discloses a horizontal template, enhancement strip, vertical template, vertical end board and horizontal end board are assembled and are constituteed built-up plate, can unify the assembly to the template, fix and support built-up plate through end mounting, turning mounting, panel mounting and interior support, can make built-up plate further remain stable through to the stay bolt, and then make built-up plate's stability good, and simple to operate, swift.
Description
Technical Field
The utility model relates to a building construction training technical field specifically is a preparation model that can be used to real standard of precast shear wall reinforcing bar arrangement.
Background
The fabricated concrete shear wall structure commonly used in the engineering at present has three types: the shear wall structure is high in industrialization degree and high in integrity, safety and stability, and steel bars are one of key technologies of the prefabricated shear wall, so that building construction enterprises can carry out steel bar arrangement practical training on new employees through manufacturing models when the new employees are cultivated.
However, the existing building industry does not have a unified training model, in the training process, the installation of the template is not standard, the phenomenon of random installation exists, in the installation process, the situation of poor stability may exist, and the purpose of training cannot be achieved. Therefore, a manufacturing model for a prefabricated shear wall steel bar arrangement training is provided by the person skilled in the art, so as to solve the problems in the background art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a can be used to precast shear wall reinforcing bar to arrange real preparation model of instructing to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
a manufacturing model for practical training of arrangement of steel bars of a prefabricated shear wall comprises a combined template, wherein a plurality of panel fixing parts are fixedly connected to the front end and the rear end of the outer side of the combined template, a plurality of corner fixing parts are fixedly connected to corners of the outer side of the combined template, a plurality of end fixing parts are fixedly connected to two ends of the outer side of the combined template, a plurality of inner supports are arranged on the inner side of the combined template, each end fixing part comprises a group of double-layer straight plates positioned at two ends of the outer side of the combined template, a single-layer straight plate is arranged at the front end of the inner side of the group of double-layer straight plates in a penetrating mode, split bolts are arranged at the inner sides of the group of double-layer straight plates close to the rear side of the single-layer straight plate in a penetrating mode, double-plate fixing pins are arranged at the upper ends of the double-layer straight, the split bolt comprises a left pull rod, one end of the left pull rod is fixedly connected with a water stop ring, one end of the water stop ring is fixedly connected with a right pull rod, and the left pull rod and the right pull rod are identical in structure.
As a further aspect of the present invention: the right pull rod comprises a right pull rod body, an internal thread joint is fixedly connected to one end of the right pull rod body, an external thread is arranged at one end, away from the internal thread joint, of the outer side of the right pull rod body, a nut is meshed with the outer side of the external thread, and a separation blade is sleeved at one end, close to the nut, of the outer side of the external thread.
As a further aspect of the present invention: the one end of female connection passes through threaded engagement with the seal ring and is connected, right pull rod body runs through the inboard of double-deck straight board, and right pull rod body passes through separation blade and nut fixed connection with double-deck straight board.
As a further aspect of the present invention: the combined template comprises a group of parallel transverse templates, a group of transverse templates are arranged at the front ends of the transverse templates, a group of transverse end plates are arranged at the rear ends of the transverse templates, a group of parallel vertical templates are arranged at the rear ends of the transverse templates, a group of vertical end plates are arranged at one ends of the vertical templates, and a plurality of reinforcing strips are arranged on the outer sides of the transverse templates, the vertical end plates and the transverse end plates.
As a further aspect of the present invention: the double-layer straight plate and the single-layer straight plate are located on the outer sides of the reinforcing strips, and the split bolts penetrate through the inner sides of the transverse template and the vertical template respectively.
As a further aspect of the present invention: the interior support includes sliding gasket, sliding gasket's one end fixedly connected with external screw thread pole, the one end meshing of external screw thread pole is connected with the internal thread pipe, the one end fixedly connected with fixed gasket of internal thread pipe.
As a further aspect of the present invention: the sliding gaskets and the fixed gaskets are respectively positioned on the inner side walls of the transverse formworks and the vertical formworks, and a group of transverse formworks and the vertical formworks are kept fixed through the inner supports.
As a further aspect of the present invention: the panel mounting comprises a mounting body, two sets of staggered upper pin grooves are formed in the top end of the mounting body, two sets of lower pin grooves corresponding to the upper pin grooves are formed in the bottom end of the mounting body, the two ends of the mounting body are provided with penetrating long strip-shaped grooves, the panel mounting is the same as a double-layer straight plate in structure, and the inner side of the panel mounting is also provided with split bolts in a penetrating mode.
As a further aspect of the present invention: the turning mounting includes the right angle double-layer board, the equal sliding connection in inboard at the both ends of right angle double-layer board has the slip double-layer board, the second keyway that two sets of formation staggered distributions all are seted up to the upper end of right angle double-layer board and slip double-layer board, and the lower extreme of right angle double-layer board and slip double-layer board all sets up two sets of first keyways corresponding with the second keyway, the spread groove that runs through is all seted up at the both ends of right angle double-layer board and slip double-layer board, and the inboard of second keyway and first keyway imbeds jointly and is provided with the holding pin, the right angle double-layer board is located the outside of handing-over department of horizontal template and vertical template, the inboard of spread groove also runs through and is provided.
Compared with the prior art, the beneficial effects of the utility model are that:
through horizontal template, the enhancement strip, vertical template, vertical end board and horizontal end board are assembled and are constituteed built-up form, can unify the assembly to the template, through the end mounting, the turning mounting, panel mounting and interior support are fixed and are supported built-up form, can make built-up form further remain stable through to the stay bolt, and then make built-up form's stability good, and simple to operate, it is swift, at the in-process of concreting, be difficult for taking place to leak thick liquid, the mould expands, phenomenons such as exploding the mould, the security is good, can reach the real purpose of instructing of reaching, and convenient the dismantlement, and then reach the effect of normative operation.
Drawings
FIG. 1 is a schematic structural diagram of a manufacturing model for a prefabricated shear wall reinforcement bar arrangement training;
FIG. 2 is a schematic structural diagram of a head fixing piece in a manufacturing model for a prefabricated shear wall steel bar arrangement training;
FIG. 3 is an exploded schematic view of a split bolt in a manufacturing model for a prefabricated shear wall reinforcement arrangement training;
FIG. 4 is an exploded schematic view of a right tie rod in a manufacturing model for a prefabricated shear wall reinforcement bar arrangement training;
FIG. 5 is an exploded view of a composite form in a manufacturing model for a prefabricated shear wall reinforcement arrangement training;
FIG. 6 is a schematic structural diagram of an inner support in a manufacturing model for a prefabricated shear wall steel bar arrangement practical training;
FIG. 7 is a schematic structural diagram of a panel fixing member in a manufacturing model for practical training of prefabricated shear wall steel bar arrangement;
fig. 8 is a schematic structural diagram of a corner fixing member in a manufacturing model for a prefabricated shear wall steel bar arrangement practical training.
In the figure: 1. combining the templates; 11. a transverse template; 12. a reinforcing strip; 13. a vertical template; 14. a vertical end plate; 15. a transverse end plate; 2. an end fixing member; 21. a double-layer straight plate; 22. oppositely pulling the bolts; 221. a left pull rod; 222. a water stop ring; 223. a right pull rod; 2231. a right pull rod body; 2232. an internal thread joint; 2233. an external thread; 2234. a baffle plate; 2235. a nut; 23. a single-layer straight plate; 24. a single plate fixing pin; 25. a double plate fixing pin; 3. a corner fixing member; 31. a right-angle double-layer plate; 32. a fastening pin; 33. sliding the double plate; 34. a first pin slot; 35. connecting grooves; 36. a second pin slot; 4. a panel securing member; 41. a fixing member body; 42. a strip-shaped groove; 43. a lower pin slot; 44. an upper pin slot; 5. an inner support; 51. a sliding gasket; 52. an externally threaded rod; 53. an internally threaded tube; 54. and fixing the gasket.
Detailed Description
Referring to fig. 1 to 8, in an embodiment of the present invention, a manufacturing model for a prefabricated shear wall reinforcement arrangement training includes a composite form 1, a plurality of panel fasteners 4 are fixedly connected to front and rear ends of an outer side of the composite form 1, a plurality of corner fasteners 3 are fixedly connected to corners of the outer side of the composite form 1, a plurality of end fasteners 2 are fixedly connected to two ends of the outer side of the composite form 1, a plurality of inner supports 5 are disposed on an inner side of the composite form 1, each end fastener 2 includes a set of double-layer straight plates 21 disposed at two ends of the outer side of the composite form 1, a single-layer straight plate 23 is disposed through a front end of an inner side of the set of double-layer straight plates 21, a tie bolt 22 is disposed through a rear side of an inner side of the set of double-layer straight plates 21 close to the single-layer straight plate 23, a double-plate fixing pin 25 is disposed through, the single-plate fixing pin 24 is arranged at the upper end of the single-layer straight plate 23 and close to the outer side of the double-layer straight plate 21 in a penetrating mode, the split bolt 22 comprises a left pull rod 221, a water stop ring 222 is fixedly connected to one end of the left pull rod 221, a right pull rod 223 is fixedly connected to one end of the water stop ring 222, and the left pull rod 221 and the right pull rod 223 are identical in structure.
In fig. 4: the right pull rod 223 comprises a right pull rod body 2231, an internal thread joint 2232 is fixedly connected to one end of the right pull rod body 2231, an external thread 2233 is arranged at one end, far away from the internal thread joint 2232, of the outer side of the right pull rod body 2231, a nut 2235 is connected to the meshing of the outer side of the external thread 2233, and a separation blade 2234 is sleeved at one end, close to the nut 2235, of the outer side of the external thread 2233, so that the split bolt 22 can be conveniently installed on the inner sides of the transverse formwork 11 and the vertical formwork.
In fig. 3 and 4: one end of the female adapter 2232 is connected with the water stop ring 222 by thread engagement, the right tie rod body 2231 penetrates through the inner side of the double-layer straight plate 21, and the right tie rod body 2231 is fixedly connected with the double-layer straight plate 21 by a catch 2234 and a nut 2235, so that the right tie rod 223 and the water stop ring 222 are conveniently installed together.
In fig. 5: the combined template 1 comprises a group of parallel transverse templates 11, a transverse end plate 15 is arranged at the front end of the group of transverse templates 11, a group of parallel vertical templates 13 are arranged at the rear end of the group of transverse templates 11, a vertical end plate 14 is arranged at one end of the group of vertical templates 13, a plurality of reinforcing strips 12 are arranged on the outer sides of the transverse templates 11, the vertical templates 13, the vertical end plates 14 and the transverse end plates 15, and therefore the combined template 1 can be conveniently assembled, and new employees can conveniently conduct practical training learning.
In fig. 2 and 5: the double-layer straight plate 21 and the single-layer straight plate 23 are positioned on the outer side of the reinforcing strip 12, and the split bolts 22 respectively penetrate through the inner sides of the transverse template 11 and the vertical template 13, so that the stability of the transverse template 11, the vertical template 13, the vertical end plate 14 and the transverse end plate 15 can be improved through the reinforcing strip 12.
In fig. 6: the inner support 5 comprises a sliding gasket 51, an outer threaded rod 52 is fixedly connected to one end of the sliding gasket 51, an inner threaded pipe 53 is meshed and connected to one end of the outer threaded rod 52, and a fixing gasket 54 is fixedly connected to one end of the inner threaded pipe 53, so that the sliding gasket 51 and the fixing gasket 54 are supported on the inner side walls of the set of transverse formworks 11 and the set of vertical formworks 13 by adjusting the lengths of the outer threaded rod 52 and the inner threaded pipe 53, and further, the distance between the set of transverse formworks 11 and the set of vertical formworks 13 is adjusted to a proper distance.
In fig. 5 and 6: the sliding gaskets 51 and the fixing gaskets 54 are respectively positioned on the inner side walls of the transverse formworks 11 and the vertical formworks 13, and a group of the transverse formworks 11 and the vertical formworks 13 are kept fixed through the inner supports 5, so that the transverse formworks 11 and the vertical formworks 13 can be supported through the sliding gaskets 51 and the fixing gaskets 54.
In fig. 7: panel mounting 4 includes mounting body 41, two sets of last round pin grooves 44 that become the staggered distribution are seted up on mounting body 41's top, two sets of lower round pin grooves 43 corresponding with last round pin grooves 44 are seted up to mounting body 41's bottom, the rectangular shape groove 42 that runs through has all been seted up at mounting body 41's both ends, panel mounting 4 is the same with double-deck straight board 21's structure, panel mounting 4's inboard also runs through and is provided with tie bolt 22, it is inboard through the rectangular shape groove 42 that runs through panel mounting 4 to tie bolt 22, make horizontal template 11 and vertical template 13 itself remain stable.
In fig. 8: the corner fixing member 3 includes a right-angle double-layer plate 31, the inner sides of both ends of the right-angle double-layer plate 31 are slidably connected with a sliding double-layer plate 33, the upper ends of the right-angle double-layer plate 31 and the sliding double-layer plate 33 are respectively provided with two sets of second pin grooves 36 which are distributed in a staggered manner, the lower ends of the right-angle double-layer plate 31 and the sliding double-layer plate 33 are respectively provided with two sets of first pin grooves 34 which correspond to the second pin grooves 36, both ends of the right-angle double-layer plate 31 and the sliding double-layer plate 33 are respectively provided with a through connecting groove 35, the inner sides of the second pin grooves 36 and the first pin grooves 34 are embedded with a fastening pin 32, the right-angle double-layer plate 31 is positioned at the outer side of the joint of the transverse template 11 and the vertical template 13, the inner side of the connecting groove 35 is also provided with a counter-pull bolt 22 through placing the corner fixing, next, the sliding double plate 33 is slid on the inner side of the right-angle double plate 31, the sliding double plate 33 is adjusted to a proper length, the nut 2235 of the counter bolt 22 is rotated to firmly fix the lateral formworks 11, the vertical formworks 13, and the corner fixing member 3 together, and then the fastening pin 32 is driven into the inner sides of the second pin groove 36 and the first pin groove 34 to firmly fix the sliding double plate 33 and the right-angle double plate 31 together.
The utility model discloses a theory of operation: firstly, binding steel bars according to the steel bar preparation requirement of the shear wall in practical training, then placing a group of transverse formworks 11 and vertical formworks 13 on the outer sides of the steel bars, then rotating the external threaded rods 52 of the inner supports 5, adjusting the lengths of the external threaded rods 52 and the internal threaded pipes 53, enabling the sliding gaskets 51 and the fixed gaskets 54 to be supported on the inner side walls of the group of transverse formworks 11 and vertical formworks 13, further enabling the distance between the group of transverse formworks 11 and vertical formworks 13 to be adjusted to a proper distance, then punching holes on the two sides of the transverse formworks 11 and vertical formworks 13, enabling the left pull rods 221 and the right pull rods 223 of the counter bolts 22 to penetrate through the transverse formworks 11 and vertical formworks 13, then pulling out the fastening pins 32 of the corner fixing pieces 3, placing the corner fixing pieces 3 on the outer sides of the junctions of the transverse formworks 11 and vertical formworks 13, and enabling the counter bolts 22 to penetrate through the connecting, then, the sliding double plate 33 is slid on the inner side of the right-angle double plate 31, the sliding double plate 33 is adjusted to a proper length, the nut 2235 of the counter bolt 22 is rotated to firmly fix the horizontal template 11, the vertical template 13 and the corner fixing member 3 together, then the fastening pin 32 is driven into the inner side of the second pin groove 36 and the first pin groove 34 to firmly fix the sliding double plate 33 and the right-angle double plate 31 together, similarly, the horizontal template 11 and the vertical template 13 are kept stable by the counter bolt 22 penetrating the inner side of the elongated groove 42 of the panel fixing member 4, then the single plate fixing pin 24 and the double plate fixing pin 25 of the end fixing member 2 are pulled out, the double-layer straight plate 21 and the single-layer straight plate 23 are respectively placed on both ends of the vertical end plate 14 and the horizontal end plate 15, the counter bolt 22 penetrates the inner side of the double-layer straight plate 21, make double-deck straight slab 21 and horizontal template 11 and vertical form 13's both ends keep fixed, then, squeeze into the inboard of double-deck straight slab 21 double-deck fixed pin 25 again, squeeze into the inboard of single-deck straight slab 23 single-deck fixed pin 24, just accomplished the installation of whole model, at this moment, alright with to pour concrete in the composite forms 1, reach the real purpose of instructing of arranging of prefabricated shear force wall reinforcing bar.
The above-mentioned, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (9)
1. The manufacturing model comprises a combined template (1) and is characterized in that a plurality of panel fixing pieces (4) are fixedly connected to the front and rear ends of the outer side of the combined template (1), a plurality of corner fixing pieces (3) are fixedly connected to the corners of the outer side of the combined template (1), a plurality of end fixing pieces (2) are fixedly connected to the two ends of the outer side of the combined template (1), a plurality of inner supports (5) are arranged on the inner side of the combined template (1), each end fixing piece (2) comprises a group of double-layer straight plates (21) positioned at the two ends of the outer side of the combined template (1), a single-layer straight plate (23) is arranged at the front end of the inner side of each group of double-layer straight plates (21) in a penetrating manner, a split bolt (22) is arranged on the inner side of each group of double-layer straight plates (21) close to the rear side of the single-layer, the utility model discloses a double-deck straight board (21) is including two fixed pins (25) that run through to be provided with in the front end that the upper end of double-deck straight board (21) is close to single-deck straight board (23), the outside that the upper end of single-deck straight board (23) is close to double-deck straight board (21) runs through to be provided with veneer fixed pin (24), tie bolt (22) are including left pull rod (221), the one end fixedly connected with of left pull rod (221) seal ring (222), the one end fixedly connected with right pull rod (223) of seal ring (222), left side pull rod (221) is the same with the structure of right pull rod (223).
2. The manufacturing model for the practical training of the arrangement of the precast shear wall steel bars according to claim 1 is characterized in that the right pull rod (223) comprises a right pull rod body (2231), an internal thread joint (2232) is fixedly connected to one end of the right pull rod body (2231), an external thread (2233) is formed in one end, away from the internal thread joint (2232), of the outer side of the right pull rod body (2231), a nut (2235) is connected to the outer side of the external thread (2233) in a meshed mode, and a separation blade (2234) is sleeved on one end, close to the nut (2235), of the outer side of the external thread (2233).
3. The manufacturing model for the practical training of the arrangement of the precast shear wall steel bars according to claim 2, wherein one end of the female screw joint (2232) is connected with the water stop ring (222) through threaded engagement, the right tie rod body (2231) penetrates through the inner side of the double-layer straight plate (21), and the right tie rod body (2231) is fixedly connected with the double-layer straight plate (21) through a baffle plate (2234) and a nut (2235).
4. The manufacturing model for the practical training of the arrangement of the precast shear wall steel bars is characterized in that the combined formwork (1) comprises a group of parallel transverse formworks (11), a group of transverse formworks (11) is provided with a transverse end plate (15) at the front end, a group of parallel vertical formworks (13) are provided at the rear end of the group of transverse formworks (11), a group of vertical formworks (13) are provided with a vertical end plate (14) at one end, and a plurality of reinforcing strips (12) are arranged on the outer sides of the transverse formworks (11), the vertical formworks (13), the vertical end plate (14) and the transverse end plate (15).
5. The manufacturing model for the prefabricated shear wall steel bar arrangement practical training is characterized in that the double-layer straight plate (21) and the single-layer straight plate (23) are positioned on the outer side of the reinforcing bar (12), and the split bolts (22) respectively penetrate through the inner sides of the transverse formwork (11) and the vertical formwork (13).
6. The manufacturing model for the prefabricated shear wall steel bar arrangement practical training is characterized in that the inner support (5) comprises a sliding gasket (51), one end of the sliding gasket (51) is fixedly connected with an external threaded rod (52), one end of the external threaded rod (52) is engaged and connected with an internal threaded pipe (53), and one end of the internal threaded pipe (53) is fixedly connected with a fixing gasket (54).
7. The manufacturing model for the prefabricated shear wall steel bar arrangement practical training is characterized in that the sliding gaskets (51) and the fixing gaskets (54) are respectively positioned on the inner side walls of the transverse formworks (11) and the vertical formworks (13), and a group of the transverse formworks (11) and the vertical formworks (13) are kept fixed through the inner supports (5).
8. The manufacturing model for the practical training of the arrangement of the steel bars of the precast shear wall is characterized in that the panel fixing piece (4) comprises a fixing piece body (41), two sets of upper pin grooves (44) which are distributed in a staggered manner are formed in the top end of the fixing piece body (41), two sets of lower pin grooves (43) corresponding to the upper pin grooves (44) are formed in the bottom end of the fixing piece body (41), penetrating long strip-shaped grooves (42) are formed in both ends of the fixing piece body (41), the panel fixing piece (4) is identical to the double-layer straight plate (21) in structure, and opposite-pulling bolts (22) are arranged on the inner side of the panel fixing piece (4) in a penetrating manner.
9. The manufacturing model for the practical training of the arrangement of the precast shear wall steel bars according to claim 1, wherein the corner fixing member (3) comprises a right-angle double-layer plate (31), the inner sides of the two ends of the right-angle double-layer plate (31) are both connected with a sliding double-layer plate (33) in a sliding manner, the upper ends of the right-angle double-layer plate (31) and the sliding double-layer plate (33) are both provided with two sets of second pin grooves (36) which are distributed in a staggered manner, the lower ends of the right-angle double-layer plate (31) and the sliding double-layer plate (33) are both provided with two sets of first pin grooves (34) which correspond to the second pin grooves (36), the two ends of the right-angle double-layer plate (31) and the sliding double-layer plate (33) are both provided with penetrating connecting grooves (35), the inner sides of the second pin grooves (36) and the first pin grooves (34) are both provided with fastening pins (32), the right-angle double-layer plate (31) is located at, the inner side of the connecting groove (35) is also provided with a split bolt (22) in a penetrating way.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021324986.5U CN212161117U (en) | 2020-07-08 | 2020-07-08 | Manufacturing model for arranging and training steel bars of prefabricated shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021324986.5U CN212161117U (en) | 2020-07-08 | 2020-07-08 | Manufacturing model for arranging and training steel bars of prefabricated shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212161117U true CN212161117U (en) | 2020-12-15 |
Family
ID=73699747
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021324986.5U Expired - Fee Related CN212161117U (en) | 2020-07-08 | 2020-07-08 | Manufacturing model for arranging and training steel bars of prefabricated shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212161117U (en) |
-
2020
- 2020-07-08 CN CN202021324986.5U patent/CN212161117U/en not_active Expired - Fee Related
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Granted publication date: 20201215 Termination date: 20210708 |