AQUEDUCT LEAKAGE REPAIRING METHOD

Abstract

The present invention relates to an aqueduct leakage repairing method, a formwork is provided within an aqueduct body; a reinforcing layer is formed by using the formwork through casting at inner sides of the aqueduct body; the formwork comprises side formwork plates, bottom formwork plates, and axillary angle formwork plates; the side formwork plates are arranged at inner vertical walls of the aqueduct body, the bottom formwork plates are arranged on a bottom of the aqueduct body, the bottom formwork plates are connected with the side formwork plates through the axillary angle formwork plates; and the axillary angle formwork plates are each provided with a plurality of ribs. The aqueduct leakage repairing method effectively reinforces penetration damage of the aqueduct, and the construction process is simple since the formwork is free from dismantling after construction.

Claims

1. An aqueduct leakage repairing method, in which a formwork is provided within an aqueduct body, a reinforcing layer is formed by using the formwork through pouring at inner sides of the aqueduct body; the formwork comprises side formwork plates, bottom formwork plates, and axillary angle formwork plates; the side formwork plates are arranged at inner vertical walls of the aqueduct body, the bottom formwork plates are arranged on a bottom of the aqueduct body, the bottom formwork plates are connected with the side formwork plates through the axillary angle formwork plates; and the axillary angle formwork plates are each provided with a plurality of ribs; wherein the aqueduct leakage repairing method comprises the following steps: S1: measuring a size of the aqueduct body to determine a size and a quantity of the formwork plates; S2: laying the formwork on the inner sides of the aqueduct body, clamping and fixing the bottom formwork plates, the axillary angle formwork plates and the side formwork plates with each other; providing fixing rods outside the formwork for fixation, providing supporting rods which are connected to the fixing rods for auxiliary fixation, and forming a gap between the inner sides of the aqueduct body and the formwork; S3: pouring concrete into the gap to form a reinforcing layer; S4: curing the reinforcing layer; and S5: removing the supporting rods and the fixing rods after curing, and the formwork which is a non-dismantling formwork forming a part of the aqueduct after pouring is completed; a plurality of transverse and vertical stiffening ribs are arranged on side surfaces of the side formwork plates and the bottom formwork plates, and the stiffening ribs are rectangular ribs with rectangular sections; the fixing rods are arranged outside the side formwork plates and the bottom formwork plates for auxiliary fixation; the fixing rods are in a rod-shaped structure and are each provided with a plurality of clamps; each of the clamps includes an upper clamping head and a lower clamping head which are correspondingly arranged to form a clamping groove; the clamping grooves have rectangular sections which match with the rectangular ribs, so that the rectangular ribs are embedded into the clamping grooves for being clamped.

2. The aqueduct leakage repairing method of claim 1, wherein the side formwork plates and the bottom formwork plates have the same rectangular structure, each including upper and lower bottom surfaces and four side surfaces, convex strips and grooves are provided on the four side surfaces, and the convex strips are clamped with the grooves when the formwork plates are clamped with each other.

3. The aqueduct leakage repairing method of claim 1, wherein the formwork has a thin-wall structure composed of fiber concrete, and the formwork and the aqueduct are integrated after pouring is completed.

4. The aqueduct leakage repairing method of claim 1, wherein the aqueduct leakage repairing method further comprises a step after step S5: cutting expansion joint at an original expansion joint position of the aqueduct, and then filling the expansion joint with fixed rubber parts.

5. The aqueduct leakage repairing method of claim 2, wherein the upper and lower clamping heads are provided with lugs on side surfaces, middle portions of the lugs are correspondingly provided with bolt holes, the clamps are engaged with the rectangular ribs and pass through the bolt holes via bolts to strengthen fixation of the fixing rods.

6. The aqueduct leakage repairing method of claim 2, wherein the formwork has a thin-wall structure composed of fiber concrete, and the formwork and the aqueduct are integrated after pouring is completed.

7. The aqueduct leakage repairing method of claim 2, wherein the aqueduct leakage repairing method further comprises a step after step S5: cutting expansion joint at an original expansion joint position of the aqueduct, and then filling the expansion joint with fixed rubber parts.

Description

BRIEF DESCRIPTION OF DRAWINGS

[0020] FIG. 1 is a schematic diagram according to the present invention.

[0021] FIG. 2 is a schematic view of part A-A in FIG. 1 of the present invention.

[0022] FIG. 3 is a schematic view of an axillary angle formwork plate of the present invention.

[0023] FIG. 4 is a front view of a side formwork plate of the present invention.

[0024] FIG. 5 is a schematic diagram of convex strips and grooves of a side formwork plate of the present invention.

[0025] FIG. 6 is a schematic diagram of a fixing rod of the present invention.

[0026] Reference numerals: 1-aqueduct body, 2-side formwork plate, 3-bottom formwork plate, 4-fixing rod, 5-rectangular rib, 6-convex strip, 7-groove, 8-upper clamping head, 9-lower clamping head, 10-axillary angle rib, 11-axillary angle formwork plate, and 12-supporting rod.

DETAILED DESCRIPTION

[0027] The following description of the embodiments will be more helpful for the public to understand the present invention. However, the specific embodiments provided by the applicant cannot and should not be regarded as limitations on the technical solutions of the present invention. Any change in the definition of components or technical features and/or a formal but not substantial change to the overall structure should be regarded as falling into the protection scope defined by the technical solution of the present invention.

[0028] Refer to FIGS. 1-2. The present invention is achieved by the following technical solution: an aqueduct leakage repairing method, in which a formwork is provided within an aqueduct body 1. The formwork comprises side formwork plates 2, bottom formwork plates 3, and axillary angle formwork plates 11. The side formwork plates 2 are arranged at inner vertical walls of the aqueduct body 1, the bottom formwork plates 3 are arranged on a bottom of the aqueduct body, and the bottom formwork plates 3 are connected with the side formwork plates 2 through the axillary angle formwork plates 11. The axillary angle formwork plates 11 are each provided with a plurality of stiffening plates to improve supporting strength of the axillary angle formwork plates 11.

[0029] A plurality of transverse and vertical stiffening ribs are arranged on side surfaces of the side formwork plates 2 and the bottom formwork plates 3, and the stiffening ribs are rectangular ribs 5 with rectangular sections. The fixing rods 4 are arranged outside the side formwork plates 2 and the bottom formwork plates 3 for auxiliary fixation. The fixing rods 4 are in a rod-shaped structure and are each provided with a plurality of clamps. Each of the clamps includes an upper clamping head 8 and a lower clamping head 9 which are correspondingly arranged to form a clamping groove. The clamping grooves have rectangular sections which match with the rectangular ribs 5, so that the rectangular ribs 5 are embedded into the clamping grooves for being clamped. In addition, the upper clamping head 8 and lower clamping head 9 are provided with lugs on side surfaces, middle portions of the lugs are correspondingly provided with bolt holes. The lugs are engaged with the rectangular ribs 5 and pass through the bolt holes via bolts to strengthen fixation of the fixing rods 4 to the rectangular ribs 5.

[0030] The side formwork plates 2 and the bottom formwork plates 3 have the same rectangular structure, each including upper and lower bottom surfaces and four side surfaces. Convex strips 6 and grooves 7 are provided on the four side surfaces, and the convex strips 6 are clamped with the grooves 7 when the formwork plates are clamped with each other, so that the formwork has a tight structure.

[0031] The supporting rods 12 are provided on outside surface of the fixing rods 4. The supporting rods 12 and the fixing rods 4 strengthen fixation of the formwork.

[0032] The formwork is composed of fiber concrete. The formwork and the aqueduct are integrated after the fiber concrete are poured, and there is no need to remove the formwork.

[0033] The aqueduct leakage repairing method comprises the following steps:

[0034] S1: measuring a size of the aqueduct body 1 to determine a size and a quantity of the formwork plates;

[0035] S2: laying the formwork on the inner sides of the aqueduct body, clamping and fixing the bottom formwork plates 3, the axillary angle formwork plates 11 and the side formwork plates 2 with each other; providing fixing rods 4 outside the formwork for fixation, providing supporting rods 12 which are connected to the fixing rods 4 for auxiliary fixation, and forming a gap between the inner sides of the aqueduct body and the formwork;

[0036] S3: pouring concrete into the gap to form a reinforcing layer;

[0037] S4: curing the reinforcing layer; and

[0038] S5: removing the supporting rods 12 and the fixing rods 4 after curing, and the formwork which is a non-dismantling formwork forming a part of the aqueduct after the concrete is poured.

[0039] The aqueduct leakage repairing method further comprises a step S6 after step S5: cutting expansion joint at an original expansion joint position of the aqueduct, and then filling the expansion joint with fixed rubber parts.

[0040] In step S2, in the process of assembling the formwork, the convex strips 6 and grooves 7 on side surfaces of the side formwork plates 2 and the bottom formwork plates 3 are clamped with each other, the fixing rods 4 clamp the rectangular ribs 5 through the clamps to realize assembly and fixation of the formwork, and the formwork is supported through the fixing rods 4 and the supporting rods 12. Axillary angle ribs 10 are arranged on the axillary angle formwork plates 11 to form high-strength axillary angle formwork plates.

[0041] The formwork has a thin-wall structure composed of fiber concrete.

[0042] In the aqueduct leakage repairing method of the present invention, overall performance of the formwork is improved through connection support of the high-strength axillary angle formwork plates, connection and fixation of the fixing rods 4 and the supporting rods 12, and strengthened clamping of the convex strips 6 and grooves 7 on the side surfaces of the side formwork plates 2 and the bottom formwork plates 3, so that supporting auxiliary components are reduced. A lining layer is formed at inner walls of the aqueduct by using the thin-wall non-dismantling formwork, and then concrete is poured into a gap between the inner sides of the aqueduct body and the formwork, the poured concrete and the thin-wall non-dismantling formwork together form the reinforcing layer, which effectively reinforces penetration damage of the aqueduct, and the construction process is simple since the formwork is free from dismantling after construction.