CN113668394B - Quick positioner of cable tower reinforcing bar owner muscle - Google Patents
Quick positioner of cable tower reinforcing bar owner muscle Download PDFInfo
- Publication number
- CN113668394B CN113668394B CN202110934919.8A CN202110934919A CN113668394B CN 113668394 B CN113668394 B CN 113668394B CN 202110934919 A CN202110934919 A CN 202110934919A CN 113668394 B CN113668394 B CN 113668394B
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- China
- Prior art keywords
- main
- angle steel
- main beam
- steel
- positioning plate
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
Abstract
The invention relates to a quick positioning device for a cable tower steel bar main bar, which comprises a main beam and a plurality of toothed plates which are arranged on the main beam and used for positioning the cable tower steel bar main bar; the toothed plates can slide left and right along the main beam, so that the space between the main ribs is adjusted; the limiting plate is mounted on the toothed plate and can longitudinally slide along the toothed plate, and the limiting plate is used for adjusting the position of the outer-layer main reinforcement of the cable tower so as to adjust the thickness of the reinforcing steel bar protection layer. The invention can flexibly adjust the space between the main reinforcements and realize the quick and accurate positioning of the main reinforcements of the cable tower.
Description
Technical Field
The invention belongs to the technical field of bridge construction, relates to cable tower construction of a suspension bridge or a cable-stayed bridge, and particularly relates to a device for quickly positioning a main reinforcement of a cable tower steel bar.
Background
During the ligature of most cable tower reinforcing bars, all install strength nature skeleton in cable tower reinforcing bar skeleton and carry out whole support to the reinforcing bar skeleton, and to the location of every owner muscle, generally weld main muscle positioning frame on strength nature skeleton at present, the last fishback or the location muscle that is equipped with of positioning frame fixes a position every reinforcing bar. However, the embedded parts and the template pull rods penetrating through the embedded parts in the cable tower concrete are more in number, the positions of the embedded parts and the template pull rods are often in conflict with the designed installation positions of the main ribs, and the positions of the comb teeth or the positioning ribs on the positioning frame are fixed, so that the positions of the embedded parts and the template pull rods cannot be set aside, and therefore, when the embedded parts and the template pull rods are installed in the later period, the main ribs in the conflict positions need to be installed for the second time, and the construction efficiency is reduced; and when the thickness of the steel bar protective layer needs to be adjusted, the position of the main bar cannot be flexibly adjusted by the existing positioning frame.
Disclosure of Invention
The invention aims to solve the problems and provides a device for quickly positioning a main reinforcement of a cable tower steel bar, which can flexibly adjust the position of the main reinforcement according to the positions of an embedded part and a pull rod in the cable tower and improve the construction efficiency.
The technical scheme of the invention is as follows:
the utility model provides a quick positioner of cable tower reinforcing bar owner muscle which characterized in that: comprises a main beam and a plurality of toothed plates arranged on the main beam; a plurality of pairs of strip-shaped main rib spacing adjusting holes penetrating through two sides of the main beam are formed in the main beam at equal intervals along the longitudinal direction, each pair of main rib spacing adjusting holes are arranged up and down along the transverse direction of the main beam, and the top surface and the bottom surface of two ends of the main beam are respectively provided with at least 2 strip-shaped main beam connecting holes along the longitudinal direction of the main beam; each toothed plate comprises a rectangular positioning plate, opposite sides of two ends of the positioning plate are respectively connected with a first angle steel and a second angle steel, wherein the outer side surface of one side of the first angle steel is welded with the positioning plate, the other side of the first angle steel is flush with one end of the positioning plate and is provided with two screw holes, the other end of the positioning plate is provided with two reinforcing steel bar protection layer thickness adjusting holes which are arranged up and down along the transverse direction of the positioning plate, each reinforcing steel bar protection layer thickness adjusting hole is a strip-shaped hole along the longitudinal direction of the positioning plate, one side of the second angle steel is penetrated with two second angle steel adjusting bolts, the two second angle steel adjusting bolts respectively penetrate through the two reinforcing steel bar protection layer thickness adjusting holes on the positioning plate and are screwed with nuts to fix the second angle steel and the positioning plate, and the other side of the second angle steel faces one end of the positioning plate, which is connected with the first angle steel; two first angle steel fixing bolts are penetrated through two screw holes in the first angle steel of each toothed plate, and the two first angle steel fixing bolts respectively penetrate through a pair of main rib interval adjusting holes in the main beam and are in threaded connection with nuts to fix the first angle steel and the main beam.
The invention can adjust the distance between the adjacent toothed plates according to the positions of the embedded part and the template pull rod in the cable tower, and can also adjust the distance between two angle steels on each toothed plate to adjust the thickness of the reinforcing steel bar protection layer, thereby realizing the quick and accurate positioning of the main reinforcing bar; after the reinforcing steel bar is installed, the reinforcing steel bar fixing device can be detached and reused, and material consumption cost is reduced.
Drawings
FIG. 1 is a schematic top view of the present invention;
FIG. 2 is a side view schematic of the main beam;
FIG. 3 is a top view of the main beam;
figure 4 is a top view schematic of the tooth plate;
figure 5 is a side structure schematic view of the toothed plate;
figure 6 is a front view structural schematic diagram of the tooth plate;
FIG. 7 is a rear view schematic of the present invention;
FIG. 8 is a front view of the present invention;
FIG. 9 is a schematic cross-sectional structure of the present invention;
FIG. 10 is a side view of an elongated structure of the present invention;
FIG. 11 is a top view of an elongated structure of the present invention;
FIG. 12 is a top plan view of the present invention in use;
fig. 13 is a side view of the present invention in use.
Detailed Description
As shown in fig. 1, the present invention comprises a main beam 1 and a plurality of tooth plates 2 mounted on the main beam.
As shown in fig. 2 and 3, a plurality of pairs of strip-shaped main rib interval adjusting holes 11 penetrating through two sides of the main beam are formed in the main beam 1 at equal intervals along the longitudinal direction, and each pair of two main rib interval adjusting holes are arranged up and down along the transverse direction of the main beam; the top surface and the bottom surface of the two ends of the main beam 1 are respectively provided with at least 2 strip-shaped main beam connecting holes 12 along the longitudinal direction of the main beam.
As shown in fig. 4, fig. 5 and fig. 6, each toothed plate 2 comprises a rectangular positioning plate 21, the opposite sides of the two ends of the positioning plate are respectively connected with a first angle steel 22 and a second angle steel 23, wherein one outer side surface of one side of the first angle steel is welded with the positioning plate, the other side of the first angle steel is flush with one end of the positioning plate and is provided with two screw holes 221, the other end of the positioning plate is provided with two reinforcing bar protection layer thickness adjusting holes 211 which are distributed along the transverse direction of the positioning plate, each reinforcing bar protection layer thickness adjusting hole 211 is a longitudinal bar-shaped hole along the positioning plate, one side of the second angle steel 23 is provided with two second angle steel adjusting bolts 24 in a penetrating manner, the two second angle steel adjusting bolts respectively penetrate through the two reinforcing bar protection layer thickness adjusting holes 211 on the positioning plate and are screwed with nuts to fix the second angle steel 23 and the positioning plate 21, and the other side of the second angle steel 23 faces towards one end of the positioning plate, which is connected with the first angle steel.
As shown in fig. 1, 7, 8 and 9, two screw holes on the first angle bar 22 of each toothed plate penetrate two first angle bar fixing bolts 25, and the two first angle bar fixing bolts 25 respectively penetrate a pair of main bar interval adjusting holes 11 on the main beam and are screwed with nuts to fix the first angle bar 22 and the main beam 1.
The invention positions the cable tower main reinforcement through each toothed plate. In the structure, the central distance between two adjacent pairs of main rib distance adjusting holes on the main beam is set according to the design distance of the main ribs of the cable tower, the first angle steel adjusting bolt 25 on each toothed plate can slide along the main rib distance adjusting holes 11 to adjust the distance between two adjacent toothed plates, so that the main rib distance can be adjusted as required when the cable tower embedded part and the template pull rod are installed; the second angle steel adjusting bolt 24 can slide along the thickness adjusting hole 211 of the steel bar protecting layer to adjust the position of the steel bar on the outer layer of the cable tower, so that the thickness of the steel bar protecting layer of the cable tower can be adjusted.
As a specific embodiment of the invention, the center distance between two adjacent pairs of main bar distance adjusting holes is set to be 15cm, and the length of each main bar distance adjusting hole is 5cm, so that the distance adjusting range of the adjacent main bars in each layer of steel bars is 10-20cm; the length of the steel bar protective layer thickness adjusting hole is set to be 5cm, and the position of the steel bar on the outer layer of the cable tower can be adjusted within the range of 5cm.
The main beam connecting holes 12 at the two ends of the main beam are used for connecting and lengthening two or more main beams according to the field requirement during construction. The connection mode of the main beams is as shown in fig. 10 and fig. 11, the ends of the two main beams 1 are aligned, the top surface and the bottom surface of the butt joint end of the two main beams are respectively provided with a connecting plate 3, and the connecting plate 3 is fixed with the two main beams 1 through the main beam connecting holes by using connecting bolts 4. The main beam connecting holes 12 are strip-shaped holes along the longitudinal direction of the main beam, so that the connecting bolts 4 can avoid the first angle steel fixing bolts 25 which transversely penetrate through the main beam.
As shown in fig. 9, in the specific implementation of the present invention, the main beam 1 may be a channel steel, the main rib interval adjusting hole is formed in a web of the channel steel, and the main beam connecting screw hole penetrates through two upper and lower flange plates of the channel steel.
When the invention is implemented, a limiting plate 26 with the length larger than the edge width of the first angle steel can be welded on the outer side surface of the edge of the second angle steel, which faces the end of the positioning plate, connected with the first angle steel, so that the large-diameter main rib can be limited conveniently.
In the use state of the invention, as shown in fig. 12 and 13, a positioning device connected to a proper length is temporarily fixed on a stiff framework 5 in a cable tower, and the distance between tooth plates is set according to the design distance of main ribs of the cable tower. The cable tower main ribs 6 are arranged close to the same side of each toothed plate 2, meanwhile, the inner layer main ribs 6 are close to the main beam 1, and the outer layer main ribs 6 are close to the limiting plates 26 welded on the second angle steel. After the installation of main muscle is accomplished, when built-in fitting or template pull rod in the installation tower, if conflict with a certain main muscle position, then loosen earlier the pinion rack of this main muscle of location and the first angle steel adjusting bolt 25 between the girder, slide the pinion rack again after suitable position along main muscle interval regulation hole 11, correspond main muscle 6 by this pinion rack relocation simultaneously, avoid built-in fitting or template pull rod.
Before the cable tower concrete is poured, the thickness of the steel bar protection layer is usually detected, when the thickness of the steel bar protection layer at a certain position needs to be adjusted, the second angle steel adjusting bolt 24 can be loosened, the second angle steel 23 slides inwards or outwards to a proper position along the thickness adjusting hole of the steel bar protection layer and then is fixed again, and meanwhile, the corresponding main rib is positioned through the second angle steel 23 again.
After all the cable tower main reinforcements are installed and adjusted in place, the positioning device is taken down from the stiff framework and can be recycled.
Claims (5)
1. The utility model provides a quick positioner of cable tower reinforcing bar owner muscle which characterized in that: comprises a main beam and a plurality of toothed plates arranged on the main beam; a plurality of pairs of strip-shaped main rib interval adjusting holes penetrating through two sides of the main beam are formed in the main beam at equal intervals along the longitudinal direction, each pair of main rib interval adjusting holes is arranged up and down along the transverse direction of the main beam, and the top surface and the bottom surface of two ends of the main beam are respectively provided with at least 2 strip-shaped main beam connecting holes along the longitudinal direction of the main beam; each toothed plate comprises a rectangular positioning plate, opposite sides of two ends of the positioning plate are respectively connected with a first angle steel and a second angle steel, wherein the outer side surface of one side of the first angle steel is welded with the positioning plate, the other side of the first angle steel is flush with one end of the positioning plate and is provided with two screw holes, the other end of the positioning plate is provided with two reinforcing steel bar protection layer thickness adjusting holes which are arranged up and down along the transverse direction of the positioning plate, each reinforcing steel bar protection layer thickness adjusting hole is a strip-shaped hole along the longitudinal direction of the positioning plate, one side of the second angle steel is penetrated with two second angle steel adjusting bolts, the two second angle steel adjusting bolts respectively penetrate through the two reinforcing steel bar protection layer thickness adjusting holes on the positioning plate and are screwed with nuts to fix the second angle steel and the positioning plate, and the other side of the second angle steel faces one end of the positioning plate, which is connected with the first angle steel; two first angle steel fixing bolts are penetrated through two screw holes in the first angle steel of each toothed plate, and the two first angle steel fixing bolts respectively penetrate through a pair of main rib interval adjusting holes in the main beam and are in threaded connection with nuts to fix the first angle steel and the main beam.
2. The fast positioning device for the steel bar main reinforcement of the cable tower as claimed in claim 1, characterized in that: the center distance of two adjacent pairs of main rib distance adjusting holes is 15cm, and the length of each main rib distance adjusting hole is 5cm.
3. The fast positioning device for the steel bar main reinforcement of the cable tower as claimed in claim 1, characterized in that: the length of the thickness adjusting hole of the steel bar protective layer is 5cm.
4. The fast positioning device for the main reinforcement of the cable tower steel bar according to claim 1, characterized in that: the main beam adopts the channel-section steel, main muscle interval adjustment hole is seted up on the channel-section steel web, girder connection screw runs through two upper and lower flange boards of channel-section steel.
5. The fast positioning device for the main reinforcement of the cable tower steel bar according to claim 1, characterized in that: the second angle steel is connected the limiting plate that a length is greater than first angle steel limit width towards the lateral surface welding of the limit of first angle steel one end of locating plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202110934919.8A CN113668394B (en) | 2021-08-16 | 2021-08-16 | Quick positioner of cable tower reinforcing bar owner muscle |
Applications Claiming Priority (1)
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CN202110934919.8A CN113668394B (en) | 2021-08-16 | 2021-08-16 | Quick positioner of cable tower reinforcing bar owner muscle |
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CN113668394A CN113668394A (en) | 2021-11-19 |
CN113668394B true CN113668394B (en) | 2022-12-27 |
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CN202110934919.8A Active CN113668394B (en) | 2021-08-16 | 2021-08-16 | Quick positioner of cable tower reinforcing bar owner muscle |
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Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN204097863U (en) * | 2014-09-05 | 2015-01-14 | 中铁四局集团第五工程有限公司 | A kind of universal pier shaft embedded bar positioner |
CN210031989U (en) * | 2019-04-11 | 2020-02-07 | 中建八局第一建设有限公司 | Spray branch pipe support and hanger frame mounted on clear water concrete top plate |
CN211114583U (en) * | 2019-09-27 | 2020-07-28 | 旭密林能源科技(上海)有限公司 | Connecting assembly for PC external wall panel and main body structure |
CN211396292U (en) * | 2019-11-19 | 2020-09-01 | 浙江华东工程咨询有限公司 | Steel bar spacing fixture made of angle steel |
CN211923567U (en) * | 2020-02-19 | 2020-11-13 | 中国十七冶集团有限公司 | Positioner is used in installation of vertical reinforcing bar among reinforced concrete structure |
CN111963207A (en) * | 2020-08-06 | 2020-11-20 | 中国一冶集团有限公司 | Support limiting device for adjusting tunnel secondary lining concrete reinforcement protective layer |
CN212201366U (en) * | 2020-03-13 | 2020-12-22 | 湖南省沙坪建设有限公司 | General type owner reinforcing bar positioner of building and positioning bolt thereof |
KR102197011B1 (en) * | 2020-02-21 | 2020-12-30 | (주)리튼브릿지 | Steel-concrete composite rahman bridge |
-
2021
- 2021-08-16 CN CN202110934919.8A patent/CN113668394B/en active Active
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN204097863U (en) * | 2014-09-05 | 2015-01-14 | 中铁四局集团第五工程有限公司 | A kind of universal pier shaft embedded bar positioner |
CN210031989U (en) * | 2019-04-11 | 2020-02-07 | 中建八局第一建设有限公司 | Spray branch pipe support and hanger frame mounted on clear water concrete top plate |
CN211114583U (en) * | 2019-09-27 | 2020-07-28 | 旭密林能源科技(上海)有限公司 | Connecting assembly for PC external wall panel and main body structure |
CN211396292U (en) * | 2019-11-19 | 2020-09-01 | 浙江华东工程咨询有限公司 | Steel bar spacing fixture made of angle steel |
CN211923567U (en) * | 2020-02-19 | 2020-11-13 | 中国十七冶集团有限公司 | Positioner is used in installation of vertical reinforcing bar among reinforced concrete structure |
KR102197011B1 (en) * | 2020-02-21 | 2020-12-30 | (주)리튼브릿지 | Steel-concrete composite rahman bridge |
CN212201366U (en) * | 2020-03-13 | 2020-12-22 | 湖南省沙坪建设有限公司 | General type owner reinforcing bar positioner of building and positioning bolt thereof |
CN111963207A (en) * | 2020-08-06 | 2020-11-20 | 中国一冶集团有限公司 | Support limiting device for adjusting tunnel secondary lining concrete reinforcement protective layer |
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