CN217948786U - Integral binding clamping fixture for pier cap steel bars - Google Patents

Integral binding clamping fixture for pier cap steel bars Download PDF

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Publication number
CN217948786U
CN217948786U CN202221484543.1U CN202221484543U CN217948786U CN 217948786 U CN217948786 U CN 217948786U CN 202221484543 U CN202221484543 U CN 202221484543U CN 217948786 U CN217948786 U CN 217948786U
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China
Prior art keywords
positioning plate
plate
arc
placing frame
support
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CN202221484543.1U
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Chinese (zh)
Inventor
王奎
董智成
吴海军
傅彪
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Hubei Shengxin Metal Products Co ltd
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Hubei Shengxin Metal Products Co ltd
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Abstract

The utility model discloses a clamping fixture for integrally binding pier cap reinforcing steel bars, which comprises a bracket, an upper positioning plate and a lower positioning plate, wherein the lower positioning plate is fixed on a placing rack and a third beam through bolts; the top of each side column is also provided with a third placing frame, longitudinal toothed plates are arranged between the upright columns at the middle parts of the two sides, the top surfaces of the second placing frame, the third placing frame and the longitudinal toothed plates are on the same horizontal plane, and the upper positioning plate is fixedly arranged on the second placing frame and the third placing frame through bolts; a lifting appliance is arranged between the upright columns opposite to the two sides and is arranged on the upper positioning plate, and lifting lugs are arranged at the two ends of the lifting appliance. The utility model discloses improve the efficiency and the precision of ligature pier cap reinforcing bar greatly, avoided the safe risk of constructor ligature reinforcing bar in the template of high latitude.

Description

Integral binding clamping fixture for pier cap steel bars
Technical Field
The utility model relates to a frock is used in the pier construction, especially relates to a whole ligature mould of pier cap reinforcing bar.
Background
Present pier cap reinforcement all ligature in the pier cap template, the progress of ligature pier cap reinforcing bar is influenced by the progress that the template was assembled, constructor ligature reinforcing bar speed is slower in the pier cap template of confined, the interval size between the every reinforcing bar, length dimension, the difficult control accuracy of width dimension is lower, reinforcing bar itself is more closely knit, the quantity of check-up recheck reinforcing bar, the interval size degree of difficulty is great, and ligature pier cap reinforcing bar process belongs to high altitude construction in the template on pier cap top, the incident appears easily.
Disclosure of Invention
In order to solve the above problem, the technical scheme of the utility model is that: a pier cap reinforcement integral binding mould comprises a support, an upper positioning plate and a lower positioning plate, wherein the support comprises a middle support, a left support and a right support, the left support and the right support are symmetrical and identical in structure, the middle support comprises eight stand columns symmetrically arranged on the front side and the rear side, the bottoms and the tops of the stand columns on the same side are fixedly connected through a first cross beam and a second cross beam respectively, a first placing frame and a second placing frame are fixedly arranged on the middle parts of the stand columns on the two sides and on the opposite sides of the tops of the stand columns on the two sides respectively, the left support and the right support are fixedly connected with the middle support through bottom beams respectively, the left support comprises a bottom beam, a side column and a support column are vertically and fixedly arranged at the left end of the bottom beam, the tops of the support columns are fixedly connected with the side column through a third cross beam, and the top surfaces of the first placing frame are on the same horizontal plane; the lower positioning plate is fixed on the placing frame and the third cross beam through bolts;
the top of the side column is also provided with a third placing frame, longitudinal toothed plates are arranged between the upright columns at the middle parts of the two sides, the top surfaces of the second placing frame, the third placing frame and the longitudinal toothed plates are on the same horizontal plane, and the upper positioning plate is fixedly arranged on the second placing frame and the third placing frame through bolts;
the lifting device is arranged between the upright columns, the two sides of the lifting device are opposite, the lifting device is arranged on the upper positioning plate, and lifting lugs are arranged at the two ends of the lifting device.
In order to conveniently control the binding quantity and the distance of the reinforcing steel bars, the upper positioning plate comprises a first straight plate and a first arc-shaped plate, arc-shaped grooves are formed in two ends of the first straight plate, and arc-shaped grooves are also formed in the inner side of the first arc-shaped plate.
In order to conveniently control the binding quantity and the distance of the reinforcing steel bars, the lower positioning plate comprises a second straight plate and a second arc-shaped plate, and arc-shaped grooves are formed in the inner sides of the second straight plate and the second arc-shaped plate.
In order to conveniently control the binding quantity and the distance of the reinforcing steel bars, an arc-shaped groove is formed in one side, facing the arc-shaped plate I, of the longitudinal toothed plate.
In order to conveniently limit and fix the lower positioning plate, the upper surfaces of the two third cross beams are respectively and fixedly provided with a limiting plate, and the distance between the two limiting plates is equal to the length of the lower positioning plate.
The utility model has the advantages that: the integral binding mould for the pier cap steel bars is adopted, the pier cap steel bars can be integrally bound in a steel bar processing factory or the ground, and the efficiency and the precision of binding the pier cap steel bars are greatly improved; after the pier cap steel bars are integrally bound on the ground, the bolts connected with the lifting appliance and the upper positioning plate are loosened, the lifting appliance is lifted by using a crane and is integrally lifted into a mold, and the safety risk that constructors bind the steel bars in a high-altitude template is avoided.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic top view of the upper positioning plate.
Fig. 3 is a schematic top view of the lower positioning plate.
In the figure: the vertical column 1, the first crossbeam 2, the side column 3, the support column 4, the third crossbeam 5, the lower locating plate 6, the limiting plate 7, the third rack 8, the upper locating plate 9, the hoist 10, the second crossbeam 11, the longitudinal toothed plate 12, the bottom beam 13, the first rack 14, the second straight plate 61, the second arc 62, the first straight plate 91, the first arc 92 and the arc-shaped groove 93.
Detailed Description
The present invention will be further explained with reference to the drawings and examples.
In fig. 1 to 3, a pier cap reinforcement integral binding mould comprises a support, an upper positioning plate 9 and a lower positioning plate 6, wherein the support comprises a middle support, a left support and a right support, the left support and the right support are symmetrical and identical in structure, the middle support comprises eight upright posts 1 which are symmetrically arranged on the front side and the rear side, the bottoms and the tops of the upright posts on the same side are fixedly connected with a first cross beam 2 and a second cross beam 11 respectively, a first placing frame 14 and a second placing frame 14 are fixedly arranged on the middle parts of the upright posts 1 on the two sides and on the opposite sides of the tops of the upright posts, the left support and the right support are fixedly connected with the middle support through a bottom beam 13 respectively, the left support comprises a bottom beam 13, a side column 3 and a support column 4 are vertically and fixedly arranged at the left end of the bottom beam 13, the top of the support column 4 is fixedly connected with the side column 3 through a third cross beam 5, and the top surfaces of the first placing frame 14 are on the same horizontal plane; the lower positioning plate 6 is fixed on the placing frame and the third beam 5 through bolts;
the top of the side column 3 is also provided with a third placing frame 8, a longitudinal toothed plate 12 is also arranged between the upright columns 1 at the middle parts of the two sides, the top surfaces of the second placing frame, the third placing frame 8 and the longitudinal toothed plate 12 are on the same horizontal plane, and the upper positioning plate 9 is fixedly arranged on the second placing frame and the third placing frame 8 through bolts;
the two sides of the lifting device are opposite, a lifting device 10 is further arranged between the upright posts 1, the lifting device 10 is installed on the upper positioning plate 9, and lifting lugs are arranged at the two ends of the lifting device 10.
Further, the upper positioning plate 9 includes a first straight plate 91 and a first arc-shaped plate 92, the two ends of the first straight plate 91 are provided with arc-shaped grooves 93, and the inner side of the first arc-shaped plate 92 is also provided with arc-shaped grooves 93.
Further, the lower positioning plate 6 comprises a second straight plate 61 and a second arc-shaped plate 62, and arc-shaped grooves 93 are formed in the inner sides of the second straight plate 61 and the second arc-shaped plate 62.
Further, one side of the longitudinal toothed plate 12 facing the first arc plate 92 is provided with an arc-shaped slot 93.
Furthermore, limiting plates 7 are fixedly arranged on the upper surfaces of the two third cross beams 5 respectively, and the distance between the two limiting plates 7 is equal to the length of the lower positioning plate 6.
When the device works, the number and the distance of the arc-shaped grooves 93 on the upper positioning plate 9, the lower positioning plate 6 and the longitudinal toothed plate 12 are set according to construction requirements, so that the binding of reinforcing steel bars and the cleaning of the number are facilitated, and the product quality is improved; fix down locating plate 6 at the middle part of support earlier, fix top plate 9 at the top of support, at fixed hoist 10, then just can begin to ligature the reinforcing bar, because top plate 9 and down locating plate 6's shape restriction to and the help of arc wall 93, improved the efficiency and the precision of ligature pier cap reinforcing bar greatly, and because this mould is placed subaerial operation, avoided pier top operation's danger again, security when having improved the workman's operation. After the binding is well, when ground is checked, the checking is convenient due to the wide space, and the checking efficiency is improved. After checking is finished, the connecting bolt between the lifting appliance 10 and the upper positioning plate 9 is loosened, and the lifting appliance is lifted by a crane, so that the bound pier cap steel bars can be lifted and placed into the pier cap.
In the description of the present invention, it should be understood that the terms "bottom", "one end", "top", "middle", "other end", "upper", "one side", "inner", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the invention.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (5)

1. The utility model provides a whole ligature mould of pier cap reinforcing bar, its constitution includes support, upper positioning plate (9) and lower positioning plate (6), its characterized in that:
the support comprises a middle support, a left support and a right support, the left support and the right support are symmetrical and identical in structure, the middle support comprises eight stand columns (1) which are symmetrically arranged on the front side and the rear side, the bottoms and the tops of the stand columns on the same side are fixedly connected with a first cross beam (2) and a second cross beam (11) respectively, a first placing rack (14) and a second placing rack are fixedly arranged on the opposite sides of the middle parts and the tops of the stand columns (1) on the two sides respectively, the left support and the right support are fixedly connected with the middle support through bottom beams (13) respectively, the left support comprises bottom beams (13), side columns (3) and support columns (4) are vertically and fixedly installed at the left ends of the bottom beams (13), the tops of the support columns (4) are fixedly connected with the side columns (3) through third cross beams (5), and the third cross beams (5) and the top surfaces of the first placing racks (14) are on the same horizontal plane; the lower positioning plate (6) is fixed on the placing frame and the third cross beam (5) through bolts;
the top of each side column (3) is also provided with a third placing frame (8), longitudinal toothed plates (12) are arranged between the upright columns (1) positioned in the middle of the two sides, the top surfaces of the second placing frame, the third placing frame (8) and the longitudinal toothed plates (12) are on the same horizontal plane, and the upper positioning plate (9) is fixedly installed on the second placing frame and the third placing frame (8) through bolts;
the lifting device (10) is further arranged between the upright columns (1) with two opposite sides, the lifting device (10) is installed on the upper positioning plate (9), and lifting lugs are arranged at two ends of the lifting device (10).
2. The integral binding clamping fixture for the pier cap steel bars according to claim 1, characterized in that: the upper positioning plate (9) comprises a first straight plate (91) and a first arc-shaped plate (92), arc-shaped grooves (93) are formed in two ends of the first straight plate (91), and the arc-shaped grooves (93) are also formed in the inner side of the first arc-shaped plate (92).
3. The integral binding clamping fixture for the pier cap steel bars according to claim 1, is characterized in that: the lower positioning plate (6) comprises a second straight plate (61) and a second arc-shaped plate (62), and arc-shaped grooves (93) are formed in the inner sides of the second straight plate (61) and the second arc-shaped plate (62).
4. The integral binding clamping fixture for the pier cap steel bars according to claim 1, is characterized in that: one side of the longitudinal toothed plate (12) facing the first arc-shaped plate (92) is provided with an arc-shaped groove (93).
5. The integral binding clamping fixture for the pier cap steel bars according to claim 1, is characterized in that: limiting plates (7) are fixedly arranged on the upper surfaces of the two third crossbeams (5), and the distance between the two limiting plates (7) is equal to the length of the lower positioning plate (6).
CN202221484543.1U 2022-06-15 2022-06-15 Integral binding clamping fixture for pier cap steel bars Active CN217948786U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221484543.1U CN217948786U (en) 2022-06-15 2022-06-15 Integral binding clamping fixture for pier cap steel bars

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221484543.1U CN217948786U (en) 2022-06-15 2022-06-15 Integral binding clamping fixture for pier cap steel bars

Publications (1)

Publication Number Publication Date
CN217948786U true CN217948786U (en) 2022-12-02

Family

ID=84217176

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221484543.1U Active CN217948786U (en) 2022-06-15 2022-06-15 Integral binding clamping fixture for pier cap steel bars

Country Status (1)

Country Link
CN (1) CN217948786U (en)

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