CN209799400U - Multifunctional pier column reinforcement jig frame - Google Patents
Multifunctional pier column reinforcement jig frame Download PDFInfo
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- CN209799400U CN209799400U CN201920321859.0U CN201920321859U CN209799400U CN 209799400 U CN209799400 U CN 209799400U CN 201920321859 U CN201920321859 U CN 201920321859U CN 209799400 U CN209799400 U CN 209799400U
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Abstract
the utility model belongs to the technical field of the reinforced concrete construction, especially, relate to a multi-functional pier stud reinforcement bed-jig. The utility model discloses an organic setting of supporting part, operation platform, cat ladder, baffle subassembly and location skeleton provides a multi-functional pier stud reinforcement bed-jig. The utility model discloses the operation face is wide, and the construction plane is wide, and not disturbed, the security is high. Because the pier stud is than many the same type in the engineering, use the utility model discloses the construction can satisfy a plurality of types pier stud reinforcement, and it has modularization, standardization, multi-functional use. Because the bed-jig is placed subaerial and has the guardrail protection, it has the security more to compare to a certain extent at vertical pier stud reinforcement. Because the working face for binding the pier stud is added, the time is saved, the construction efficiency is greatly improved, and the problem that the later construction period is delayed due to the insufficient binding working face of the pier stud is well solved.
Description
Technical Field
The utility model belongs to the technical field of the reinforced concrete construction, especially, relate to a multi-functional pier stud reinforcement bed-jig.
Background
pier stud reinforcement work is the most common, indispensable link in the work progress. However, the conventional method is to make the steel bars in the processing field by blanking and hoisting, and to position and bind the steel bars by selecting stiff frameworks or erection bars. The construction method has the defects of small construction working surface and limitation; the operation space is high above the ground and dangerous; the problem of hoisting is considered for binding the steel bars at the high position, and the time consumption is large; in addition, the construction period is delayed due to the influence of the pouring and maintaining time of the bearing platform and the lower pier sections, the influence of weather, mixed placement of field materials and influence on construction progress. In order to ensure high-quality, high-efficiency and high-standard pier column reinforcement construction, a reasonable and effective pier column reinforcement space is important under the conditions that the construction working surface is not enough and the construction period must be ensured not to be delayed. If the design is unreasonable, a series of problems such as limited construction operation space, prolonged construction period, construction quality and incapability of guaranteeing safety can be caused.
SUMMERY OF THE UTILITY MODEL
The utility model provides a multifunctional pier stud reinforcement jig frame, and aims to provide a reinforcement platform with strong universality, short production time and less material cost investment; the other purpose is to provide a steel bar binding platform which can well complete operation only with a small operation space.
in order to achieve the above object, the utility model adopts the following technical scheme:
a multifunctional pier column reinforcement jig comprises
the upper surface of the supporting part is provided with a groove;
The operating platform is connected in parallel and is connected in the groove on the upper surface of the supporting part;
an operation platform connected to the upper surface of the support part;
The ladder stand is connected to the outer side surface of the supporting part;
The positioning frameworks are divided into an upper group and a lower group, the upper group is fixedly connected with the upper part of the supporting part, and the lower group is fixedly connected with the lower part of the supporting part and the ground;
One side of the baffle plate component is connected with the supporting part and the positioning framework respectively, and the upper end of the baffle plate component is higher than the upper surface of the parallel connection of the operating platform.
The supporting part comprises two bottom cross beams, a plurality of bottom parallel connections, a plurality of supporting inclined struts and a plurality of supporting upright posts; the two bottom cross beams are arranged in parallel, and the bottom cross beams are connected in parallel and vertically connected between the two parallel bottom cross beams respectively; the lower surfaces of the plurality of supporting stand columns are respectively and vertically connected to the upper surfaces of the bottom cross beams, and the supporting stand columns connected with the two bottom cross beams are symmetrically distributed; one end of each support diagonal brace is connected with the outer surface of the support upright post, and the other end of each support diagonal brace is connected with the ground; the distances from the supporting upright columns positioned at the ends of the two ends of the bottom cross beam to the ends of the two ends of the bottom cross beam are different.
the left side and the right side of each supporting stand column are respectively connected with a first reinforcing support with the upper surface of the bottom cross beam, and the distance between every two adjacent supporting stand columns is equal.
The upper surface of the supporting upright post is provided with a groove, and the depth of the groove is the same as the parallel height of the operating platform.
the operating platform consists of two parts of operating platform panels; the two parts of operation platform panels are respectively lapped on the upper surfaces of the two ends of the operation platform, and a space is reserved between the two parts of operation platform panels.
the baffle plate assembly comprises a baffle plate inclined strut, a baffle plate, a first baffle plate parallel connection and a second baffle plate parallel connection; the baffle is vertically connected to the upper surface of the first baffle flat connection, and the lower surface of the first baffle flat connection is horizontally and fixedly connected with one end of the supporting part; the second baffle plate is horizontally connected to the other side surface of the baffle plate; one end of the baffle inclined strut is fixedly connected with the second baffle in a parallel connection mode, one end of the baffle inclined strut is obliquely connected with the ground, and one end of the baffle inclined strut is obliquely connected with the ground; the upper end of the baffle is higher than the upper surface of the operating platform.
The upper and lower groups of positioning frameworks respectively comprise a plurality of positioning framework brackets and two positioning rods; the positioning framework bracket in the upper positioning framework group is vertically connected with each positioning rod, the positioning rods are horizontally connected to the inner side of the upper part of the supporting part through the positioning framework bracket, and the two positioning rods are symmetrically arranged relatively; the positioning framework brackets in the lower group of positioning frameworks are vertically connected with the positioning rods, the positioning rods are horizontally connected to the inner side of the lower part of the supporting part through the positioning framework brackets, and the positioning framework brackets vertical to the ground are also connected to the lower surfaces of the positioning rods at intervals; the distances between the positioning rods in the upper and lower groups of positioning frameworks and the inner side wall of the supporting part are equal.
The ladder also comprises a separate bracket and a ladder stand; the ladder stand is connected to the outer side surface of the supporting part; the separated bracket is a frame structure with at least the upper surface being a horizontal plane and is arranged on the ground at one end of the supporting part and at the opposite side of the baffle plate component
The ladder stand is connected to the outer side face of the supporting portion, is a frame structure at least with the upper surface being a horizontal plane, and is arranged on the ground at one end of the supporting portion and on the side opposite to the baffle plate assembly; the supporting part comprises two bottom cross beams, a plurality of bottom parallel connections, a plurality of supporting inclined struts and a plurality of supporting upright posts; the two bottom cross beams are arranged in parallel, and a plurality of bottom parallel links are vertically connected between the two parallel bottom cross beams at equal intervals; the lower surfaces of the plurality of supporting stand columns are respectively and vertically connected to the upper surfaces of the bottom cross beams, and the supporting stand columns connected with the two bottom cross beams are symmetrically and equidistantly arranged; one end of each support diagonal brace is connected with the outer surface of the support upright post, and the other end of each support diagonal brace is connected with the ground; the distances from the supporting upright columns positioned at the end heads of the two ends of the bottom cross beam to the end head of the bottom cross beam are different; the left side surface and the right side surface of each supporting upright post are respectively connected with a first reinforcing support with the upper surface of the bottom cross beam, and the distance between every two adjacent supporting upright posts is equal; the upper surface of the supporting upright post is provided with a circular groove; the operating platform consists of two parts of operating platform panels; the two parts of operation platform panels are respectively lapped on the upper surfaces of two ends of the operation platform connection, and a space is reserved between the two parts of operation platform panels; two ends of the operating platform parallel connection are respectively connected in a circular groove of the upper surfaces of the corresponding supporting stand columns connected with the two bottom cross beams in a horizontally parallel overhanging manner; the operation platform panel is connected to the upper surface of the operation platform parallel connection; the operating platform also comprises a plurality of operating platform railing columns, operating platform railing handrails and operating platform skirting boards; the lower end of the operating platform railing column is vertically connected to the outer side wall of the upper part of the supporting part; the operation platform handrail is connected between the upright posts; the operation platform skirting board is connected between the operation platform panel and the operation platform railing column, and a second reinforcing support is connected between the operation platform railing column and the support column; the baffle plate assembly comprises a baffle plate inclined strut, a baffle plate, a first baffle plate parallel connection and a second baffle plate parallel connection; the baffle is vertically connected to the upper surface of the first baffle flat connection, and the lower surface of the first baffle flat connection is horizontally and fixedly connected with one end, with a long distance, of the supporting upright column in the supporting part to the end head of the bottom cross beam; the second baffle plate is horizontally connected to the other side surface of the baffle plate; one end of the baffle inclined strut is fixedly connected with the second baffle in a parallel connection mode, one end of the baffle inclined strut is obliquely connected with the ground, and one end of the baffle inclined strut is obliquely connected with the ground; the upper end of the baffle is higher than the upper surface of the operating platform; the upper and lower groups of positioning frameworks respectively comprise a plurality of positioning framework brackets and two positioning rods; positioning framework brackets in the upper positioning framework group are vertically connected with each positioning rod at equal intervals, the positioning rods are horizontally connected to the inner side of the upper part of the supporting upright post through the positioning framework brackets, and the two positioning rods are symmetrically arranged relatively; positioning framework brackets in the lower group of positioning frameworks are connected with the positioning rods at equal intervals and are perpendicular to the positioning rods, the positioning rods are horizontally connected to the inner sides of the lower parts of the supporting upright posts through the positioning framework brackets, and the positioning framework brackets perpendicular to the ground are further connected to the lower surfaces of the positioning rods at intervals; the distances between the positioning rods in the upper and lower groups of positioning frameworks and the inner side wall of the supporting part are equal.
Has the advantages that:
the utility model discloses a supporting part, connect at the operation platform of the upper surface of supporting part, connect cat ladder, the baffle subassembly of the lateral surface of supporting part and divide into about two sets of and above a set of and supporting part upper portion fixed connection, a set of organic setting with supporting part lower part and ground fixed connection's location skeleton provides a multi-functional pier stud reinforcement bed-jig below. The utility model discloses the operation face is wide, and the construction plane is wide, and not disturbed, the security is high. Because the pier stud is than many the same type in the engineering, use the utility model discloses the construction can satisfy a plurality of types pier stud reinforcement, and it has modularization, standardization, multi-functional use. Because the bed-jig is placed subaerial and has the guardrail protection, it has the security more to compare to a certain extent at vertical pier stud reinforcement. Because the working face for binding the pier stud is added, the time is saved, the construction efficiency is greatly improved, and the problem that the later construction period is delayed due to the insufficient binding working face of the pier stud is well solved.
the above description is only an overview of the technical solution of the present invention, and in order to clearly understand the technical means of the present invention and to implement the technical solution according to the content of the description, the following detailed description is made with reference to the preferred embodiments of the present invention and accompanying drawings.
drawings
in order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic structural view of the present invention;
Fig. 2 is a schematic view of the support portion of the present invention;
FIG. 3 is a schematic view of the connection between the supporting portion and the positioning frame;
FIG. 4 is a schematic view of the baffle structure of the present invention;
FIG. 5 is a schematic structural diagram of the operation platform of the present invention;
FIG. 6 is a schematic structural diagram of the operation platform of the present invention;
Fig. 7 is a schematic structural view of the ladder stand of the present invention;
Fig. 8 is a schematic view of the structure of the separated bracket of the present invention.
in the figure: 1-bottom beam; 2-bottom parallel connection; 3-supporting the inclined strut; 4-supporting the upright post; 5-positioning the framework; 6-baffle inclined strut; 7-a baffle plate; 8-the first baffle is connected in parallel; 9-parallel connection of the operating platform; 10-operating platform railing columns; 11-operating platform balustrade handrails; 12-a handrail upright column at the upper part of the single-side ladder stand; 13-operating the platform panel; 14-operating platform skirting board; 15-single-side ladder stand diagonal bracing; 16-single-side ladder railing columns; 17-single-side ladder handrail; 18-single-side ladder climbing steps; 19-a single-side ladder stand is in parallel connection; 20-a split scaffold; 21-positioning a framework support; 22-a first reinforcing support; 23-positioning rods; 24-the second baffle is in parallel connection; 25-second reinforcing support.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The first embodiment is as follows:
The multifunctional pier column reinforcement jig frame shown in figures 1-8 comprises
the upper surface of the supporting part is provided with a groove;
the operating platform parallel connection 9 is connected in the groove on the upper surface of the supporting part;
an operation platform connected to the upper surface of the support part;
The ladder stand is connected to the outer side surface of the supporting part;
The positioning framework 5 is divided into an upper group and a lower group, the upper group is fixedly connected with the upper part of the supporting part, and the lower group is fixedly connected with the lower part of the supporting part and the ground;
And one side face of the baffle plate assembly is connected with the supporting part and the positioning framework 5 respectively, and the upper end of the baffle plate assembly is higher than the upper surface of the operating platform parallel connection 9.
During the in-service use, in order to guarantee the integrality of integral modularization drilling platform construction better, specific work progress as follows:
Step 1): earlier will the utility model provides an operation platform tie 9 places in the recess of supporting part upper surface, will keep operation platform tie 9 upper surfaces and supporting part upper surface to flush.
Step 2): and then, placing a main rib at one side of the pier body above the operation platform coupling 9 in the horizontal and vertical direction, and binding through the main rib according to the manufacturing requirement.
Step 3): and after binding is finished, slightly hanging the pier stud reinforcement cage, drawing out the operating platform parallel connection 9 connected in the groove on the upper surface of the supporting part, and carrying out hoisting construction after the operating platform parallel connection 9 is completely drawn out.
In this embodiment, the material used for the operation platform parallel connection 9 is the groove 8.
The utility model has wide operation surface, wide construction plane, no interference and high safety; the construction efficiency is greatly improved, and the problem that the construction period is delayed later due to the fact that the binding working face of the pier stud is not enough is well solved.
example two:
According to a multi-functional pier stud reinforcement bed-jig that fig. 1-3 shows, with the embodiment one difference lies in: the supporting part comprises two bottom cross beams 1, a plurality of bottom parallel links 2, a plurality of supporting inclined struts 3 and a plurality of supporting upright posts 4; the two bottom cross beams 1 are arranged in parallel, and the plurality of bottom parallel links 2 are respectively and vertically connected between the two parallel bottom cross beams 1; the lower surfaces of the plurality of supporting upright columns 4 are respectively and vertically connected to the upper surfaces of the bottom cross beams 1, and the supporting upright columns 4 connected with the two bottom cross beams 1 are symmetrically distributed; one end of each supporting inclined strut 3 is connected with the outer surface of the supporting upright post 4, and the other end of each supporting inclined strut 3 is connected with the ground; the distances from the supporting upright posts 4 positioned at the ends of the two ends of the bottom cross beam 1 to the ends of the two ends of the bottom cross beam 1 are different.
in the embodiment, the materials adopted by the bottom cross beam 1, the support inclined strut 3, the support upright post 4 and the bottom parallel connection 2 are respectively worker 25a, 50 angle steel, worker 20a and a groove 10; the technical scheme of the utility model, satisfied the construction and to the strength requirement of pier stud reinforcement bed-jig, guaranteed that the construction can go on under safety and stability's environment. The technical scheme that the distance between the supporting upright columns 4 at the ends of the two ends of the bottom cross beam 1 and the ends of the two ends of the bottom cross beam 1 is different meets the actual requirement of binding operation.
Example three:
According to the multi-functional pier stud reinforcement bed-jig that fig. 1-3 shows, with the second difference of embodiment: the left side and the right side of the supporting upright posts 4 are respectively connected with the upper surface of the bottom cross beam 1 through first reinforcing supports 22, and the distance between every two adjacent supporting upright posts 4 is equal.
When in actual use, this technical scheme makes the steadiness of multi-functional pier stud reinforcement bed-jig strengthened.
Example four:
According to the multi-functional pier stud reinforcement bed-jig that shows of fig. 1-3, the difference with the third embodiment lies in: the upper surface of the supporting upright post 4 is provided with a groove, and the depth of the groove is the same as the height of the operating platform connection 9.
When the in-service use, the technical scheme of the utility model for operation platform tie 9 places the supporting part on the back, the connection operation platform that also can be convenient, and make more steady that operation platform connects, has guaranteed the security of operation construction.
Example five:
According to the multifunctional pier stud reinforcement tire frame shown in fig. 1, 5 and 6, the difference from the first embodiment is that: the operating platform consists of two operating platform panels 13; two parts of operation platform panels 13 are respectively lapped on the upper surfaces of two ends of the operation platform parallel connection 9, and a space is reserved between the two parts of operation platform panels 13.
When in actual use, the technical scheme can not only ensure the convenience of construction, but also ensure the safety of construction. In the present embodiment, a wooden board is used as the operation platform panel 13, which is convenient and inexpensive. The inner edges of the operation platform panels 13 on the two sides do not exceed the inner edge of the positioning framework 5 below the operation platform panels 13, so that an operation space is formed between the two operation platforms, and construction operation is facilitated.
Example six:
According to a multi-functional pier stud reinforcement bed-jig that fig. 1 and 4 show, the difference with the embodiment one lies in: the baffle plate assembly comprises a baffle plate inclined strut 6, a baffle plate 7, a first baffle plate flat connection 8 and a second baffle plate flat connection 24; the baffle 7 is vertically connected to the upper surface of the first baffle flat connection 8, and the lower surface of the first baffle flat connection 8 is horizontally and fixedly connected with one end of the supporting part; the second baffle plate parallel connection 24 is horizontally connected to the other side surface of the baffle plate 7; one end of the baffle inclined strut 6 is fixedly connected with the second baffle flat connector 24, one end of the baffle inclined strut 6 is obliquely connected with the ground, and the upper end of the baffle 7 is higher than the upper surface of the operating platform flat connector 9.
When in actual use, the baffle assembly is used for ensuring that the tail ends of main reinforcing steel bars extending out of the pier stud are on the same cross section, so that the requirement of a reinforcement cage is met, and the subsequent pier stud reinforcement cage is convenient to hoist and construct. The safety and the stability of the baffle 7 are ensured by the structure of the baffle component.
Example seven:
According to the multifunctional pier stud reinforcement tire frame shown in fig. 1, 3 and 6, the difference from the first embodiment is that: the upper and lower groups of positioning frameworks 5 respectively comprise a plurality of positioning framework brackets 21 and two positioning rods 23; the positioning framework bracket 21 in the upper group of positioning frameworks 5 is vertically connected with each positioning rod 23, the positioning rods 23 are horizontally connected to the inner side of the upper part of the supporting part through the positioning framework bracket 21, and the two positioning rods 23 are symmetrically arranged oppositely; the positioning framework brackets 21 in the lower group of positioning frameworks 5 are vertically connected with the positioning rods 23, the positioning rods 23 are horizontally connected to the inner sides of the lower parts of the supporting parts through the positioning framework brackets 21, and the positioning framework brackets 21 vertical to the ground are further connected to the lower surfaces of the positioning rods 23 at intervals; the distances between the positioning rods 23 in the upper and lower groups of positioning frameworks 5 and the inner side walls of the supporting parts are equal.
When in actual use, the positioning framework 5 is used for positioning and fixing the bent steel bars on the two sides of the pier stud. The height and the width of the positioning framework 5 are adjusted and welded according to the cross section size of the pier column required in the engineering.
Example eight:
According to the multifunctional pier stud reinforcement tire frame shown in fig. 1, 7 and 8, the difference from the first embodiment is that: also comprises a separate bracket 20 and a ladder stand; the ladder stand is connected to the outer side surface of the supporting part; the split frame 20 is a frame structure having at least a horizontal upper surface and is placed on the ground at one end of the support portion opposite to the baffle assembly.
in the time of in-service use, because the utility model discloses a 4 support posts are because having chosen apart from 1 end department of bottom crossbeam, and the top does not have shaped steel to support, leads to this section reinforcing bar can wholly produce the bending, in order to avoid the whole bending of this section reinforcing bar, places disconnect-type support 20 as the support on the ground of the opposite side of supporting part one end and baffle subassembly, guarantees high-quality efficient and accomplishes the construction task. The separate bracket 2 in this embodiment is formed by 50 steel angles. The main reinforcement at the bottom of the end of the pier is placed above the separated steel bracket 20, and the height of the main reinforcement can be changed by the change of the section size of the pier in the engineering.
the setting up of cat ladder makes operating platform about be under construction more convenient.
Example nine:
According to a multi-functional pier stud reinforcement bed-jig that fig. 1-8 show, with the embodiment one difference lies in: the baffle plate assembly comprises a baffle plate assembly, a separating bracket 20 and a ladder stand, wherein the ladder stand is connected to the outer side surface of the supporting part, the separating bracket 20 is a frame structure at least the upper surface of which is a horizontal plane, and the separating bracket 20 is arranged on the ground at one end of the supporting part, which is opposite to the baffle plate assembly; the supporting part comprises two bottom cross beams 1, a plurality of bottom parallel links 2, a plurality of supporting inclined struts 3 and a plurality of supporting upright posts 4; the two bottom cross beams 1 are arranged in parallel, and the plurality of bottom parallel links 2 are vertically connected between the two parallel bottom cross beams 1 at equal intervals; the lower surfaces of the plurality of supporting upright posts 4 are respectively and vertically connected to the upper surfaces of the bottom cross beams 1, and the supporting upright posts 4 connected with the two bottom cross beams 1 are symmetrically arranged at equal intervals; one end of each supporting inclined strut 3 is connected with the outer surface of the supporting upright post 4, and the other end of each supporting inclined strut 3 is connected with the ground; the distances from the supporting upright posts 4 positioned at the ends of the two ends of the bottom cross beam 1 to the ends of the bottom cross beam 1 are different; the left side surface and the right side surface of each support upright post 4 are respectively connected with a first reinforcing support 22 with the upper surface of the bottom cross beam 1, and the distance between every two adjacent support upright posts 4 is equal; the upper surface of the supporting upright post 4 is provided with a circular groove; the operating platform consists of two operating platform panels 13; the two parts of operation platform panels 13 are respectively lapped on the upper surfaces of the two ends of the operation platform parallel connection 9, and a space is reserved between the two parts of operation platform panels 13; two ends of the operating platform parallel connection 9 are respectively connected in a circular groove horizontally parallel and overhanging manner in the upper surface of the corresponding supporting upright post 4 connected with the two bottom cross beams 1; the operation platform panel 13 is connected to the upper surface of the operation platform parallel connection 9; the operation platform also comprises a plurality of operation platform railing columns 10, operation platform railing handrails 11 and operation platform skirting boards 14; the lower end of the operation platform railing post 10 is vertically connected to the outer side wall of the upper part of the supporting part; the operation platform handrail 11 is connected between the upright posts 10; the operation platform skirting board 14 is connected between the operation platform panel 13 and the operation platform railing post 10, and a second reinforced support 25 is connected between the operation platform railing post 10 and the support post 4; the baffle plate assembly comprises a baffle plate inclined strut 6, a baffle plate 7, a first baffle plate flat connection 8 and a second baffle plate flat connection 24; the baffle 7 is vertically connected to the upper surface of the first baffle parallel connection 8, and the lower surface of the first baffle parallel connection 8 is horizontally and fixedly connected with one end of the support part, which is long in distance from the support upright 4 to the end of the bottom cross beam 1; the second baffle plate parallel connection 8 is horizontally connected to the other side surface of the baffle plate 7; one end of the baffle inclined strut 6 is fixedly connected with the second baffle flat connector 8, one end of the baffle inclined strut 6 is obliquely connected with the ground, and one end of the baffle inclined strut 6 is obliquely connected with the ground; the upper end of the baffle 7 is higher than the upper surface of the operating platform parallel connection 9; the upper and lower groups of positioning frameworks 5 respectively comprise a plurality of positioning framework brackets 21 and two positioning rods 23; the positioning framework brackets 21 in the upper group of positioning frameworks 5 are vertically connected with each positioning rod 23 at equal intervals, the positioning rods 23 are horizontally connected to the inner side of the upper part of the supporting upright post 4 through the positioning framework brackets 21, and the two positioning rods 23 are symmetrically arranged relatively; positioning framework brackets 21 in the lower group of positioning frameworks 5 are vertically connected with positioning rods 23 at equal intervals, the positioning rods 23 are horizontally connected to the inner side of the lower part of the supporting upright post 4 through the positioning framework brackets 21, and the positioning framework brackets 21 vertical to the ground are further connected to the lower surfaces of the positioning rods 23 at intervals; the distances between the positioning rods 23 in the upper and lower groups of positioning frameworks 5 and the inner side walls of the supporting parts are equal.
In practical use, the material of the support column 4 in this embodiment is the tool 20 a; the bottom cross beam 1 is made of a material I25 a; the operating platform parallel connection 9 is made of a groove 8, the bottom parallel connection 2 and the operating platform railing column 10 are made of a groove 10; the supporting inclined strut 3, the positioning framework 5 and the separated bracket 20 are made of 50-degree steel; the operating platform handrail 11 is made of a steel pipe with the diameter of 48 mm multiplied by 3.5 mm; the baffle 7 and the operation platform skirting board 14 are made of steel plates with the thickness of 1 cm; the operation platform panel 13 is made of a wood board; the baffle inclined strut 6 and the first baffle flat connection 8 are made of grooves 10; the second baffle plate parallel connection 24 is made of 50-degree steel.
As shown in fig. 2, the bottom cross member 1 has a length of 11.5m with its flange plates facing downwards and two rows lying horizontally on the ground. 4 bottom parallel joints 2 are welded among web plates, the distance is 3.7m, and the length is 2.7m and is uniformly arranged. The support upright post 4 is welded on the top surface of the bottom cross beam 1, and the web surface of the support upright post and the web surface of the lower bottom parallel connection 2 are on the same plane. The flange plates at the two sides of each upright post and the top surface of the bottom cross beam 1 form an angle and are respectively welded with a supporting inclined strut 3 with the length of 1 m; and a support inclined strut 3 with the length of 1.9m is welded at the position of the outer web and the ground embedded steel bar at an angle. In the embodiment, 12 support columns 4 with the height of 2m are totally arranged, the distance between the support columns 4 is 1.7m, the support columns 4 at the two outermost ends are respectively 0.9m and 1.9m away from the end of the bottom beam 1, and the two rows are uniformly and symmetrically arranged. The top of the supporting upright post 4 is provided with a groove or a hole with the size of 100 multiplied by 110mm, and the hole is used for splicing the operating platform parallel connection 9.
As shown in fig. 3, the two positioning rods 23 in the positioning frame 5 have a length of 11.5m, and the positioning frame bracket 21 is made of 50-bar steel. The lower part of the inner side of each supporting upright post 4 is respectively connected with the supporting upright post 4 and the ground through two positioning framework brackets 21 with the length of 0.5m, and the upper part of the inner side of each supporting upright post 4 is connected with the supporting upright post 4 through an angle steel with the distance of 0.25m from the top and the length of 0.5 m. The height and the width of placing of positioning framework 5 can be adjusted and welded according to the required pier stud section size in the engineering.
as shown in fig. 4, a baffle 7 with a size of 2 × 2.1m is connected to the end of the outermost support pillar 4, which is 1.9m away from the end of the bottom beam 1. The structure is that the bottom of a vertical steel plate is welded above a flange plate of a first baffle plate parallel connection 8 of a groove 10, and the first baffle plate parallel connection 8 is horizontally and vertically welded on two rows of bottom cross beams 1. One side face of the baffle 7 is welded with the positioning framework 5, and a second baffle flat connection 24 of 50 angle steels with the length of 2m is horizontally welded at the position 35cm away from the top of the other side face. A2 m long groove 10 baffle inclined strut 6 is arranged in the middle of the second baffle flat joint 24, 2m long 50 angle steel baffle inclined struts 6 are respectively arranged at two ends of the second baffle flat joint, and the second baffle flat joint are welded on a steel plate and ground embedded steel bars at an included angle of 60 degrees with the ground.
As shown in fig. 5, in order to ensure the safety of the constructor, in addition to one support column 4 on the left side of the upper ladder stand, the rest 11 support columns 4 are welded with one operation platform handrail column 10 with 0.45m of the adoption groove 10 on the same top surface, so that the web surface of the operation platform handrail column 10 is abutted against the surface of the flange plate of the support column 4, and the top surface of the operation platform handrail column 10 is flush with the top surface of the operation platform connection 9 of the operation platform handrail column 10, thereby facilitating the laying of the operation platform panel 13. The second reinforcing support 25 is obliquely connected between the operating platform railing upright post 10 and the support upright post 4 below the outer end of the overhung operating platform parallel connection 9, and the second reinforcing support 25 adopts 50-degree steel, so that a stable tripod is formed, and the stability is enhanced.
As shown in fig. 6, the operation platform toe board 14 is a 1cm steel plate, and the long edge of the operation platform toe board 14 is welded to the lower part of the operation platform railing post 10. Wood plates are erected on the upper surfaces of two ends of the operating platform parallel connection 9 to serve as operating platform panels 13, and a space is reserved between the two operating platform panels 13; be connected with the second between operation platform railing stand 10 and the support post 4 and strengthen supporting 25, make the utility model discloses it is more firm.
As shown in fig. 7, in order to enhance the stability and safety of the ladder, the ladder is composed of a single-sided ladder diagonal brace 15, a single-sided ladder railing post 16, a single-sided ladder rung 18, and a single-sided ladder rung parallel 19. The material is that the unilateral cat ladder bracing 15 of groove 10 has two and is relative with the opening that ground is 60 contained angles, and the welding of the upper end of two unilateral cat ladder bracing 15 is in the bottom of unilateral cat ladder parallel connection 19, and the welding of the lower extreme of two unilateral cat ladder bracing 15 is in the embedded bar department on ground. Unilateral cat ladder step 18 comprises 7 50 angle steels, equidistant horizontal connection between both sides cat ladder bracing 15, and unilateral cat ladder step 18 two sides is the horizontal plane and is last, and vertical face is down, welds in the 15 webs of the unilateral cat ladder bracing in both sides. The unilateral ladder climbing handrail upright post 16 is vertically connected to the upper surface of the unilateral ladder climbing inclined strut 15, and the unilateral ladder climbing handrail 17 is connected to the upper surface of the unilateral ladder climbing handrail upright post 16; the unilateral ladder climbing railing upright post 16 adopts 50 angle steel, and the unilateral ladder climbing railing handrail 17 adopts a steel pipe with the diameter of 48 mm multiplied by 3.5 mm. The length of the unilateral ladder climbing railing upright post 16 is 0.5m, and the unilateral ladder climbing railing upright post is arranged at two intervals. All the operating platform handrail columns 10 are provided with two holes of 55mm at the upper and middle parts, and are used for the operating platform handrail 11 of a steel pipe of 48 mm multiplied by 3.5mm to pass through to serve as a guardrail.
As shown in fig. 8, the supporting column 4 is at the end of the end 0.9m away from the end of the bottom beam 1, and the section of steel bar is bent as a whole due to the 0.9m of the support and no steel bar support is provided above the supporting column, so that a support is required, and the split-type steel bar support 20 in this embodiment is a bench in appearance and is supported by the split-type steel bar support 20 composed of 50 steel bars. The main reinforcement at the bottom of the end of the pier is placed above the separate bracket 20, and the height of the main reinforcement can be changed by the change of the section size of the pier in the engineering.
The technical scheme of the utility model, the operation face is wide, and the construction plane is wide, and not disturbed, the security is high. Because the pier stud is than many the same type in the engineering, use the utility model discloses the construction can satisfy a plurality of types pier stud reinforcement, and it has modularization, standardization, multi-functional use. Because the bed-jig is placed subaerial and has the guardrail protection, it has the security more to compare to a certain extent at vertical pier stud reinforcement. Because the working face for binding the pier stud is added, the time is saved, the construction efficiency is greatly improved, and the problem that the later construction period is delayed due to the insufficient binding working face of the pier stud is well solved.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
It should be noted that all the directional indicators (such as upper, lower, left, right, front and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the motion situation, etc. in a specific posture (as shown in the drawings), and if the specific posture is changed, the directional indicator is changed accordingly.
in addition, the descriptions related to "first", "second", etc. in the present invention are for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicit ly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature.
in the case of no conflict, a person skilled in the art may combine the related technical features in the above examples according to actual situations to achieve corresponding technical effects, and details of various combining situations are not described herein.
the foregoing is illustrative of the preferred embodiments of the present invention, and the present invention is not to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein. Any simple modification, equivalent changes and modifications made to the above embodiments according to the technical spirit of the present invention all fall within the scope of the technical solution of the present invention.
Claims (9)
1. The utility model provides a multi-functional pier stud reinforcement bed-jig which characterized in that: comprises that
The upper surface of the supporting part is provided with a groove;
The operating platform parallel connection (9) is connected in the groove on the upper surface of the supporting part;
an operation platform connected to the upper surface of the support part;
the positioning framework (5) is divided into an upper group and a lower group, the upper group is fixedly connected with the upper part of the supporting part, and the lower group is fixedly connected with the lower part of the supporting part and the ground;
One side face of the baffle plate assembly is connected with the supporting part and the positioning framework (5) respectively, and the upper end of the baffle plate assembly is higher than the upper surface of the operating platform parallel connection part (9).
2. the multifunctional pier column reinforcement jig frame of claim 1, which is characterized in that: the supporting part comprises two bottom cross beams (1), a plurality of bottom parallel links (2), a plurality of supporting inclined struts (3) and a plurality of supporting upright posts (4); the two bottom cross beams (1) are arranged in parallel, and the plurality of bottom parallel links (2) are respectively and vertically connected between the two parallel bottom cross beams (1); the lower surfaces of the plurality of supporting upright posts (4) are respectively and vertically connected to the upper surfaces of the bottom cross beams (1), and the supporting upright posts (4) connected with the two bottom cross beams (1) are symmetrically distributed; one end of each supporting inclined strut (3) is connected with the outer surface of the supporting upright post (4), and the other end of each supporting inclined strut (3) is connected with the ground; the distance between the supporting upright posts (4) positioned at the ends of the two ends of the bottom cross beam (1) and the ends of the two ends of the bottom cross beam (1) is unequal.
3. The multifunctional pier column reinforcement jig frame of claim 2, which is characterized in that: the left side and the right side of each support upright (4) are respectively connected with the upper surface of the bottom cross beam (1) through first reinforcing supports (22), and the distance between every two adjacent support uprights (4) is equal.
4. The multifunctional pier column reinforcement jig frame of claim 2 or 3, which is characterized in that: the upper surface of the supporting upright post (4) is provided with a groove, and the depth of the groove is the same as the height of the operating platform parallel connection part (9).
5. The multifunctional pier column reinforcement jig frame of claim 1, which is characterized in that: the operating platform consists of two operating platform panels (13); two parts of operation platform panels (13) are respectively lapped on the upper surfaces of two ends of the operation platform parallel connection (9), and a space is reserved between the two parts of operation platform panels (13).
6. the multifunctional pier column reinforcement jig frame of claim 1, which is characterized in that: the baffle plate assembly comprises a baffle plate inclined strut (6), a baffle plate (7), a first baffle plate flat connection (8) and a second baffle plate flat connection (24); the baffle (7) is vertically connected to the upper surface of the first baffle parallel connection (8), and the lower surface of the first baffle parallel connection (8) is horizontally and fixedly connected with one end of the supporting part; the second baffle plate parallel connection (24) is horizontally connected to the other side surface of the baffle plate (7); one end of the baffle inclined strut (6) is fixedly connected with the second baffle flat connector (24), and one end of the baffle inclined strut (6) is obliquely connected with the ground; the upper end of the baffle (7) is higher than the upper surface of the operating platform parallel connection (9).
7. The multifunctional pier column reinforcement jig frame of claim 1, which is characterized in that: the upper and lower groups of positioning frameworks (5) respectively comprise a plurality of positioning framework brackets (21) and two positioning rods (23); the positioning framework brackets (21) in the upper group of positioning frameworks (5) are vertically connected with each positioning rod (23), the positioning rods (23) are horizontally connected to the inner side of the upper part of the supporting part through the positioning framework brackets (21), and the two positioning rods (23) are oppositely and symmetrically arranged; positioning framework brackets (21) in the lower group of positioning frameworks (5) are vertically connected with the positioning rods (23), the positioning rods (23) are horizontally connected to the inner side of the lower part of the supporting part through the positioning framework brackets (21), and the positioning framework brackets (21) vertical to the ground are further connected to the lower surfaces of the positioning rods (23) at intervals; the distances between the positioning rods (23) in the upper and lower groups of positioning frameworks (5) and the inner side walls of the supporting parts are equal.
8. the multifunctional pier column reinforcement jig frame of claim 1, which is characterized in that: the ladder further comprises a separate bracket (20) and a ladder stand; the ladder stand is connected to the outer side surface of the supporting part; the separating bracket (20) is a frame structure with at least the upper surface being a horizontal plane, and is arranged on the ground at one end of the supporting part and at the opposite side of the baffle plate assembly.
9. The multifunctional pier column reinforcement jig frame of claim 1, which is characterized in that: the baffle plate assembly is characterized by further comprising a separating support (20) and a ladder stand, wherein the ladder stand is connected to the outer side face of the support part, the separating support (20) is a frame structure at least the upper surface of which is a horizontal plane, and the separating support is arranged on the ground at one end of the support part, and the side, opposite to the baffle plate assembly, of the ground; the supporting part comprises two bottom cross beams (1), a plurality of bottom parallel links (2), a plurality of supporting inclined struts (3) and a plurality of supporting upright posts (4); the two bottom cross beams (1) are arranged in parallel, and the plurality of bottom parallel links (2) are respectively vertically connected between the two parallel bottom cross beams (1) at equal intervals; the lower surfaces of the plurality of supporting upright posts (4) are respectively and vertically connected to the upper surface of the bottom cross beam (1), and the supporting upright posts (4) connected with the two bottom cross beams (1) are symmetrically arranged at equal intervals; one end of each supporting inclined strut (3) is connected with the outer surface of the supporting upright post (4), and the other end of each supporting inclined strut (3) is connected with the ground; the distances from the supporting upright posts (4) positioned at the ends of the two ends of the bottom cross beam (1) to the ends of the bottom cross beam (1) are unequal; the left side surface and the right side surface of each support upright post (4) are respectively connected with a first reinforcing support (22) with the upper surface of the bottom cross beam (1), and the distances between two adjacent support upright posts (4) are equal; the upper surface of the supporting upright post (4) is provided with a circular groove; the operating platform consists of two operating platform panels (13); two parts of operation platform panels (13) are respectively lapped on the upper surfaces of two ends of the operation platform parallel connection (9), and a space is reserved between the two parts of operation platform panels (13); two ends of the operating platform parallel connection (9) are respectively connected in a circular groove horizontally and parallelly in an overhanging manner on the upper surface of the corresponding supporting upright post (4) connected with the two bottom cross beams (1); the operation platform panel (13) is connected to the upper surface of the operation platform parallel connection part (9); the operation platform also comprises a plurality of operation platform railing columns (10), operation platform railing handrails (11) and operation platform skirting boards (14); the lower end of the operation platform railing column (10) is vertically connected to the outer side wall of the upper part of the supporting part; the operation platform handrail (11) is connected between the upright posts (10); an operation platform skirting board (14) is connected between the operation platform panel (13) and the operation platform railing column (10), and a second reinforced support (25) is connected between the operation platform railing column (10) and the support column (4); the baffle plate assembly comprises a baffle plate inclined strut (6), a baffle plate (7), a first baffle plate flat connection (8) and a second baffle plate flat connection (24); the baffle (7) is vertically connected to the upper surface of the first baffle parallel connection (8), and the lower surface of the first baffle parallel connection (8) is horizontally and fixedly connected with one end, with a long distance, of the supporting upright (4) in the supporting part to the end of the bottom cross beam (1); the second baffle plate parallel connection (8) is horizontally connected to the other side surface of the baffle plate (7); one end of the baffle inclined strut (6) is fixedly connected with the second baffle flat connector (8), one end of the baffle inclined strut (6) is obliquely connected with the ground, and one end of the baffle inclined strut (6) is obliquely connected with the ground; the upper end of the baffle (7) is higher than the upper surface of the operating platform parallel connection part (9); the upper and lower groups of positioning frameworks (5) respectively comprise a plurality of positioning framework brackets (21) and two positioning rods (23); positioning framework brackets (21) in the upper group of positioning frameworks (5) are vertically connected with each positioning rod (23) at equal intervals, the positioning rods (23) are horizontally connected to the inner side of the upper part of the supporting upright post (4) through the positioning framework brackets (21), and the two positioning rods (23) are symmetrically arranged relatively; positioning framework supports (21) in the lower group of positioning frameworks (5) are vertically connected with positioning rods (23) at equal intervals, the positioning rods (23) are horizontally connected to the inner side of the lower part of the supporting upright post (4) through the positioning framework supports (21), and the positioning framework supports (21) vertical to the ground are further connected to the lower surfaces of the positioning rods (23) at intervals; the distances between the positioning rods (23) in the upper and lower groups of positioning frameworks (5) and the inner side walls of the supporting parts are equal.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920321859.0U CN209799400U (en) | 2019-03-14 | 2019-03-14 | Multifunctional pier column reinforcement jig frame |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920321859.0U CN209799400U (en) | 2019-03-14 | 2019-03-14 | Multifunctional pier column reinforcement jig frame |
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| CN209799400U true CN209799400U (en) | 2019-12-17 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113174856A (en) * | 2021-04-22 | 2021-07-27 | 上海宝冶集团有限公司 | Variable-section bridge pier steel bar binding clamping fixture and using method thereof |
| CN114182962A (en) * | 2021-12-28 | 2022-03-15 | 中国水利水电第三工程局有限公司 | Buttress type high-wall steel bar installation and construction system |
-
2019
- 2019-03-14 CN CN201920321859.0U patent/CN209799400U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113174856A (en) * | 2021-04-22 | 2021-07-27 | 上海宝冶集团有限公司 | Variable-section bridge pier steel bar binding clamping fixture and using method thereof |
| CN114182962A (en) * | 2021-12-28 | 2022-03-15 | 中国水利水电第三工程局有限公司 | Buttress type high-wall steel bar installation and construction system |
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