Double-line round-end-shaped pier cap steel bar binding mould
By using a double-line round-end pier cap steel bar binding jig on the ground to bind the steel bars and hoist them as a whole, the problems of poor binding accuracy and low safety in traditional high-altitude operations are solved, and an efficient and safe construction process is achieved.
Patent Information
- Application Number
- CN202422882243.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-26
- Publication Date
- 2025-10-21
- Estimated Expiration
- 2034-11-26
AI Technical Summary
Traditional pier cap reinforcement binding is difficult to control precisely during high-altitude operations, resulting in high construction risk, great difficulty, poor precision, and impact on construction progress.
A double-line round-end pier cap steel bar binding jig is designed, which includes a column assembly, a clamp assembly, a cross-connection assembly and a hanger assembly. The steel bars are bound on the ground and hoisted as a whole. The upper ring clamp, lower ring clamp and longitudinal clamp are used to limit the steel bars, thereby improving the binding accuracy and stability.
It enables steel bar binding to be completed on the ground, avoiding high-altitude operations, improving construction safety and binding accuracy, enhancing construction efficiency, shortening construction progress and reducing costs.
Smart Images
Figure CN223459145U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of building construction, specifically, the utility model relates to a double-line round-end-shaped pier cap steel bar binding mould. BACKGROUND
[0002] In the field of building construction, the traditional pier cap steel bar binding needs to be constructed on the pier body, and the precision is difficult to control, most of the constructions belong to high-altitude operation, the operating personnel have high construction risk coefficient, high construction difficulty, poor precision and influence construction progress. Therefore, a steel bar mould with moderate quality is designed to be integrally bound and hoisted on the ground to solve the above problems. UTILITY MODEL CONTENTS
[0003] Therefore, the utility model provides a double-line round-end-shaped pier cap steel bar binding mould to solve or at least alleviate the above problems in the prior art.
[0004] In order to achieve the foregoing purpose, the utility model provides a double-line round-end-shaped pier cap steel bar binding mould, which comprises a column assembly, a clamp assembly, a cross-linking assembly and a hanging bracket assembly, the column assembly comprises two side columns and a middle column, the two side columns are connected with the middle column, the clamp assembly comprises an upper ring clamp, a lower ring clamp and a longitudinal clamp, the upper ring clamp and the lower ring clamp are connected with the column assembly, the cross-linking assembly connects all the middle columns in series, and the cross-linking assembly is connected with the middle column, the two ends of the longitudinal clamp are connected with the cross-linking assembly, the hanging bracket assembly is arranged in parallel with the longitudinal clamp, and the hanging bracket assembly is fixedly arranged on the cross-linking assembly.
[0005] In the double-line round-end-shaped pier cap steel bar binding mould, the two side columns comprise a side lower cross beam, a side outer vertical beam, a side inner vertical beam, a side upper cross beam and a side upper supporting plate, the side outer vertical beam is fixedly arranged on the outer side end of the side lower cross beam, the side inner vertical beam is fixedly arranged on the side lower cross beam and located on the inner side of the side outer vertical beam, the outer side end of the side upper cross beam is fixedly arranged on the side outer vertical beam, the top end of the side inner vertical beam is fixedly arranged on the bottom of the side upper cross beam, the side upper supporting plate is fixedly arranged on the inner side of the side outer vertical beam, the side upper supporting plate is supported on the bottom of the upper ring clamp, and the upper ring clamp is connected with the side upper supporting plate, and the inner side end of the side upper cross beam is supported on the bottom of the lower ring clamp, and the lower ring clamp is connected with the side upper cross beam.
[0006] The top of the middle and outer crossbeams is fixed with the middle and outer crossbeams, and the top of the middle and outer crossbeams is fixed with the middle and upper crossbeams, and the top of the middle and outer crossbeams is fixed with the middle and upper crossbeams, and the top of the middle and outer crossbeams is fixed with the middle and upper crossbeams, and the top of the middle and outer crossbeams is fixed with the top of the middle and outer crossbeams. The top of the middle and outer crossbeams is fixed with the top of the middle and outer crossbeams, and the top of the middle and outer crossbeams is fixed with the top of the middle and outer crossbeams. The top of the middle and outer crossbeams is fixed with the top of the middle and outer crossbeams. The top of the middle and outer crossbeams is fixed with the top of the middle and outer crossbeams. The top of the middle and outer crossbeams is fixed with the top of the middle and outer crossbeams. The top of the middle and outer crossbeams is fixed with the top of the middle and outer crossbeams. The top of the middle and outer crossbeams is fixed with the top of the middle and outer crossbeams. The top of the middle and outer crossbeams is fixed with the top of the middle and outer crossbeams. The top of the middle and outer crossbeams is fixed with the top of the middle and upper crossbeams. The top of the middle and outer crossbeams is fixed with the top of the middle and upper crossbeams. The top of the middle and outer crossbeams is fixed with the top of the middle and upper crossbeams. The top of the middle and outer crossbeams is fixed with the top of the middle and upper crossbeams.
[0007] In the double-line round-end pier cap steel bar binding jig as described above, optionally, limiting plates are provided on the two side columns and the middle column corresponding to the upper annular clamp and the lower annular clamp, and the limiting plates are in an "L"-shaped structure, and the circumferential surfaces of the upper annular clamp and the lower annular clamp are respectively in contact with the limiting plates at corresponding positions.
[0008] In the double-line round-end pier cap steel bar binding jig as described above, optionally, a first connecting plate is provided on opposite sides of the two side columns, a second connecting plate is provided on the middle column close to the two side columns, and the first connecting plate and the second connecting plate on the same side are bolted together.
[0009] In the double-line round-end pier cap steel bar binding jig as described above, optionally, the cross-connection assembly includes two pairs of beams distributed up and down, the two ends of the longitudinal clamp are bolted to the beams located above, and the sling assembly is fixedly connected to the beams located above.
[0010] In the double-line round-end pier cap reinforcement binding jig as described above, optionally, a pair of positioning plates are provided on the crossbeam corresponding to each intermediate column, and the intermediate columns are limited by the positioning plates located on both sides thereof.
[0011] In the double-line round-end pier cap steel bar binding jig as described above, optionally, the sling assembly includes four slings, which are grouped in pairs and symmetrically distributed at both ends of the beam, and the sling includes a longitudinal beam and lifting ears fixedly arranged at both ends of the longitudinal beam.
[0012] In the double-line round-end pier cap reinforcement binding jig as described above, optionally, the bottom of the upper annular clamp is supported by the top of the longitudinal beam.
[0013] The double-line round-end pier cap steel bar binding fixture of the utility model has at least the following beneficial effects:
[0014] 1. By the way of reinforcing steel bar binding operation on the ground and then overall hoisting, it is applied to binding and binding positioning, effectively avoiding high-altitude operation;
[0015] 2. By the upper ring clamp, the lower ring clamp and the longitudinal clamp, the reinforcing steel bar is limited, the overall reinforcing steel bar binding precision is improved, and the quality is ensured;
[0016] 3. The pipeline operation can be realized, and the operation efficiency is improved;
[0017] 4. Not relying on the pier body construction, the ground can be completed, the reinforcing steel bar binding of the pier body can be carried out synchronously, the time utilization rate is improved, the construction progress is accelerated, and the cost is saved. BRIEF DESCRIPTION OF DRAWINGS
[0018] The disclosure of the present application will be more apparent with reference to the drawings. It should be understood that these drawings are only for illustrative purposes, and are not intended to limit the scope of protection of the present application. In the drawings:
[0019] Figure 1 It is the overall structure schematic view of the double-line round-end-shaped pier cap reinforcing steel bar binding mold of the present application.
[0020] Figure 2 It is the overall structure schematic view of the double-line round-end-shaped pier cap reinforcing steel bar binding mold of the present application. Figure 1 It is the enlarged view of B.
[0021] Figure 3 It is the enlarged view of A of the present application. Figure 1
[0022] Figure 4 It is the front view of the present application. Figure 1
[0023] Figure 5 It is the structure schematic view of the two side columns of the present application.
[0024] Figure 6 It is the structure schematic view of the middle column of the present application.
[0025] Reference signs: 1-two side columns; 1.1-side lower cross beam; 1.2-side outer vertical beam; 1.3-side inner vertical beam; 1.4-side upper cross beam; 1.5-side upper supporting plate; 2-middle column; 2.1-middle lower longitudinal beam; 2.2-middle outer vertical beam; 2.3-middle upper longitudinal beam; 2.4-inclined brace; 2.5-vertical brace; 2.6-middle upper supporting plate; 3-upper ring clamp; 4-lower ring clamp; 5-longitudinal clamp; 6-limiting plate; 7-first connecting plate; 8-second connecting plate; 9-cross beam; 10-positioning plate; 11-longitudinal beam; 12-lifting lug. DETAILED DESCRIPTION
[0026] The technical solutions in the embodiments of the utility model will be clearly and completely described below, obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by the ordinary skilled in the art without creative labor belong to the scope of protection of the utility model.
[0027] As Figures 1 to 6 The utility model discloses a kind of double-line round end shape pier cap steel bar binding moulds, including column assembly, fixture assembly, cross-link assembly and hanger assembly, column assembly includes two side columns 1 and intermediate column 2, bolted between two side columns 1 and intermediate column 2, fixture assembly includes upper annular fixture 3, lower annular fixture 4 and longitudinal fixture 5, upper annular fixture 3 and lower annular fixture 4 are bolted with column assembly, cross-link assembly is connected with all intermediate column 2, and bolted between cross-link assembly and intermediate column 2, the both ends of longitudinal fixture 5 are bolted with cross-link assembly, hanger assembly is set to be parallel with longitudinal fixture 5, and hanger assembly is fixedly set on cross-link assembly.
[0028] By applying the double-line round end shape pier cap steel bar binding mould provided in the embodiment, steel bar binding construction operation can be carried out on the ground, high-altitude operation is avoided, the same design concept is applied to pier cap steel bars of different sizes, construction requirements are met, the design structure is reasonable and reliable, simple to manufacture, convenient to transport, reduces high-altitude operation, improves safety factor and speeds up operation efficiency.
[0029] Two side columns 1 include side lower crossbeam 1.1, side outer vertical beam 1.2, side inner vertical beam 1.3, side upper crossbeam 1.4 and side upper supporting plate 1.5, side outer vertical beam 1.2 is vertically fixed on the outer side end of side lower crossbeam 1.1, side inner vertical beam 1.3 is vertically fixed on side lower crossbeam 1.1, and is located on the inner side of side outer vertical beam 1.2, the outer side end of side upper crossbeam 1.4 is vertically fixed on side outer vertical beam 1.2, the top end of side inner vertical beam 1.3 is vertically fixed on the bottom of side upper crossbeam 1.4, side upper supporting plate 1.5 is vertically fixed on the inner side surface of side outer vertical beam 1.2, side upper supporting plate 1.5 is supported on the bottom of upper annular fixture 3, and upper annular fixture 3 is bolted with side upper supporting plate 1.5, the inner side end of side upper crossbeam 1.4 is supported on the bottom of lower annular fixture 4, and lower annular fixture 4 is bolted with side upper crossbeam 1.4.
[0030] In the embodiment, side lower crossbeam 1.1, side outer vertical beam 1.2, side inner vertical beam 1.3 and side upper crossbeam 1.4 are welded to form a stable quadrilateral support, so that two side columns 1 have the advantages of simple structure, strong stability and strong compression resistance. In a relatively specific embodiment, side lower crossbeam 1.1, side outer vertical beam 1.2, side inner vertical beam 1.3, side upper crossbeam 1.4 and side upper supporting plate 1.5 are all processed from channel steel.
[0031] The intermediate column 2 comprises a middle lower longitudinal beam 2.1, a middle outer vertical beam 2.2, a middle upper longitudinal beam 2.3, a diagonal brace 2.4, a vertical brace 2.5 and a middle upper supporting plate 2.6, both ends of the middle lower longitudinal beam 2.1 are vertically fixed with the middle outer vertical beam 2.2, the inner side of the middle outer vertical beam 2.2 is vertically fixed with the middle upper longitudinal beam 2.3, the diagonal brace 2.4 is arranged between the inner side of the middle outer vertical beam 2.2 and the middle lower longitudinal beam 2.1, and the top end of the diagonal brace 2.4 is located at the connection between the middle upper longitudinal beam 2.3 and the middle outer vertical beam 2.2, the vertical brace 2.5 is fixedly arranged between the inner side of the diagonal brace 2.4 and the lower surface of the middle upper longitudinal beam 2.3, the inner side of the middle outer vertical beam 2.2 is vertically fixed with the middle upper supporting plate 2.6, the middle upper supporting plate 2.6 is supported at the bottom of the upper annular clamp 3, and the middle upper supporting plate 2.6 is bolted with the upper annular clamp 3, the inner side end of the middle upper longitudinal beam 2.3 is supported at the bottom of the lower annular clamp 4, and the middle upper longitudinal beam 2.3 is bolted with the lower annular clamp 4.
[0032] In the embodiment, the middle lower longitudinal beam 2.1, the middle outer vertical beam 2.2 and the diagonal brace 2.4 form a stable triangular support, at the same time, the diagonal brace 2.4, the vertical brace and the middle upper longitudinal beam 2.3 form a stable triangular support, in addition, through the cooperation of multiple intermediate columns 2, stable support can be provided to different positions in the length direction of the upper annular clamp 3 and the lower annular clamp 4, the stability of the upper annular clamp 3 and the lower annular clamp 4 is improved, and the positioning effect on the steel bars is further guaranteed. Especially in the whole hoisting process, it has strong stability and safety.
[0033] The intermediate column 2 comprises a middle lower longitudinal beam 2.1, a middle outer vertical beam 2.2, a middle upper longitudinal beam 2.3, a diagonal brace 2.4, a vertical brace 2.5 and a middle upper supporting plate 2.6, both ends of the middle lower longitudinal beam 2.1 are vertically fixed with the middle outer vertical beam 2.2, the inner side of the middle outer vertical beam 2.2 is vertically fixed with the middle upper longitudinal beam 2.3, the diagonal brace 2.4 is arranged between the inner side of the middle outer vertical beam 2.2 and the middle lower longitudinal beam 2.1, and the top end of the diagonal brace 2.4 is located at the connection between the middle upper longitudinal beam 2.3 and the middle outer vertical beam 2.2, the vertical brace 2.5 is fixedly arranged between the inner side of the diagonal brace 2.4 and the lower surface of the middle upper longitudinal beam 2.3, the inner side of the middle outer vertical beam 2.2 is vertically fixed with the middle upper supporting plate 2.6, the middle upper supporting plate 2.6 is supported at the bottom of the upper annular clamp 3, and the middle upper supporting plate 2.6 is bolted with the upper annular clamp 3, the inner side end of the middle upper longitudinal beam 2.3 is supported at the bottom of the lower annular clamp 4, and the middle upper longitudinal beam 2.3 is bolted with the lower annular clamp 4.
[0034] The opposite sides of the two side columns 1 are provided with first connecting plates 7, and the intermediate columns 2 close to the two side columns 1 are provided with second connecting plates 8, and the first connecting plates 7 and the second connecting plates 8 on the same side are bolted. In this way, the two side columns 1 and the intermediate columns 2 connected with each other can be effectively disassembled, and the horizontal connection assembly and the intermediate columns 2 can be effectively disassembled, so that the steel bar binding jig can be combined and disassembled in modules, which is more convenient for processing and use.
[0035] The transverse connection assembly comprises two pairs of transverse beams 9 arranged in an up-down manner, the two ends of the longitudinal clamps 5 are bolted to the upper transverse beams 9, and the lifting assembly is fixed to the upper transverse beams 9. The transverse beams 9 can greatly improve the stability and compression strength of the reinforcing steel bar binding mold by connecting all the intermediate columns 2 into one body.
[0036] A pair of positioning plates 10 is arranged on the transverse beam 9 corresponding to each intermediate column 2, and the intermediate column 2 is limited by the positioning plates 10 arranged on both sides thereof. In the process of combining the transverse beam 9 and the intermediate column 2, since the intermediate column 2 is multiple, a pair of positioning plates 10 can be arranged on both sides of the intermediate column 2 to realize the calibration and positioning of the intermediate column 2 and the transverse beam 9 when they are connected, and the assembly of the reinforcing steel bar binding mold is more convenient. Meanwhile, the positioning plates 10 can further improve the stability of the connection between the transverse beam 9 and the intermediate column 2.
[0037] The lifting assembly comprises four lifting assemblies which are symmetrically arranged at the two ends of the transverse beam 9 in two groups. The lifting assembly comprises a longitudinal beam 11 and a lifting lug 12 fixedly arranged at both ends of the longitudinal beam 11. The bottom of the upper annular clamp 3 is supported by the top of the longitudinal beam 11. In a relatively specific embodiment, the upper annular clamp 3 can be welded to the longitudinal beam 11 to further improve the stability and strength. In a relatively specific embodiment, the two ends of the longitudinal clamp 5 are bolted to two positioning plates 10.
[0038] The technical scope of the utility model is not limited to the above description, and those skilled in the art can make various modifications and changes to the above embodiments without departing from the technical concept of the utility model, and these modifications and changes should be within the scope of the utility model.
Claims
1. A two-wire round-end pier cap steel reinforcement tying jig, characterized in that, The utility model relates to a kind of frame structures, including column assembly, fixture assembly, cross-link assembly and hanger assembly, the column assembly includes two side columns (1) and middle column (2), two side columns (1) are bolted between middle column (2), the fixture assembly includes upper annular fixture (3), lower annular fixture (4) and longitudinal fixture (5), the upper annular fixture (3) and lower annular fixture (4) are bolted with column assembly, the cross-link assembly is connected with all middle column (2), and the cross-link assembly is bolted between middle column (2), the both ends of longitudinal fixture (5) are bolted with cross-link assembly, the hanger assembly is arranged in parallel with longitudinal fixture (5), and the hanger assembly is fixedly arranged on cross-link assembly.
2. A two-wire round-end pier cap steel bar tying jig according to claim 1, characterized in that, The two side columns (1) include side lower crossbeam (1.1), side outer vertical beam (1.2), side inner vertical beam (1.3), side upper crossbeam (1.4) and side upper backing plate (1.5), the side outer vertical beam (1.2) is vertically fixed on the outside end of side lower crossbeam (1.1), the side inner vertical beam (1.3) is vertically fixed on side lower crossbeam (1.1), and is located on the inside of side outer vertical beam (1.2), the outside end of side upper crossbeam (1.4) is vertically fixed on side outer vertical beam (1.2), the top end of side inner vertical beam (1.3) is vertically fixed on the bottom of side upper crossbeam (1.4), the inside of side outer vertical beam (1.2) is vertically fixed with side upper backing plate (1.5), side upper backing plate (1.5) is supported on the bottom of upper annular fixture (3), and the upper annular fixture (3) is bolted with side upper backing plate (1.5), the inside end of side upper crossbeam (1.4) is supported on the bottom of lower annular fixture (4), and the lower annular fixture (4) is bolted with side upper crossbeam (1.4).
3. A two-wire round-end pier cap steel bar tying jig according to claim 1, characterized in that, The middle column (2) includes middle lower longitudinal beam (2.1), middle outer vertical beam (2.2), middle upper longitudinal beam (2.3), diagonal brace (2.4), vertical brace (2.5) and middle upper backing plate (2.6), both ends of middle lower longitudinal beam (2.1) are vertically fixed with middle outer vertical beam (2.2), the inside of middle outer vertical beam (2.2) is vertically fixed with middle upper longitudinal beam (2.3), diagonal brace (2.4) is arranged between the inside of middle outer vertical beam (2.2) and middle lower longitudinal beam (2.1), and the top end of diagonal brace (2.4) is located at the junction of middle upper longitudinal beam (2.3) and middle outer vertical beam (2.2), vertical brace (2.5) is fixedly arranged between the inside of diagonal brace (2.4) and the lower surface of middle upper longitudinal beam (2.3), the inside of middle outer vertical beam (2.2) is vertically fixed with middle upper backing plate (2.6), middle upper backing plate (2.6) is supported on the bottom of upper annular fixture (3), and middle upper backing plate (2.6) is bolted with upper annular fixture (3), the inside end of middle upper longitudinal beam (2.3) is supported on the bottom of lower annular fixture (4), and middle upper longitudinal beam (2.3) is bolted with lower annular fixture (4).
4. A two-wire round-end pier cap steel bar tying jig according to claim 1, characterized in that, The two side columns (1) and the middle column (2) are provided with limiting plates (6) corresponding to the upper and lower ring clamps (3) and (4), the limiting plates (6) are in "L" shape structure, and the circumferential surfaces of the upper and lower ring clamps (3) and (4) are in contact with the limiting plates (6) at corresponding positions.
5. A two-wire round-end pier cap steel bar tying jig according to claim 1, characterized in that, The opposite sides of the two side columns (1) are provided with first connecting plates (7), the middle column (2) close to the two side columns (1) is provided with a second connecting plate (8), and the first connecting plates (7) and the second connecting plate (8) located at the same side are bolted.
6. A two-wire round-end pier cap steel reinforcement tying jig according to claim 1, characterized in that, The cross connection assembly includes two pairs of cross beams (9) distributed in upper and lower positions, the two ends of the longitudinal clamps (5) are bolted with the cross beams (9) located at the upper position, and the hanger assembly is fixedly connected with the cross beams (9) located at the upper position.
7. A two-wire round-end pier cap steel reinforcement tying jig according to claim 6, characterized in that, The cross beams (9) are provided with a pair of positioning plates (10) corresponding to each middle column (2), and the middle column (2) is limited by the positioning plates (10) located at its two sides.
8. A two-wire round-end pier cap steel reinforcement tying jig according to claim 6, characterized in that, The hanger assembly includes four hangers, two hangers are arranged in each group and symmetrically distributed at the two ends of the cross beam (9), the hanger includes a longitudinal beam (11) and a lifting lug (12) fixedly arranged at the two ends of the longitudinal beam (11).
9. A two-wire round-end pier cap steel reinforcement tying jig according to claim 8, characterized in that, The bottom of the upper ring clamp (3) is supported by the top of the longitudinal beam (11).