Concrete rectangular inclined column casting mold trolley and construction method thereof

By designing a concrete rectangular inclined column casting mold trolley and using a movable base, formwork frame and chain plate structure to adjust the formwork size and inclination, the problem of low formwork utilization rate in the existing technology is solved, and the fully enclosed casting of concrete inclined columns and efficient utilization of resources are achieved.

CN118309269BActive Publication Date: 2025-09-19CHINA CONSTR EIGHT ENG DIV CORP LTD
View PDF 2 Cites 0 Cited by

Patent Information

Application Number
CN202410615654.9
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2024-05-17
Publication Date
2025-09-19
Estimated Expiration
2044-05-17

AI Technical Summary

Technical Problem

In the prior art, conventional column formwork has a low turnover rate for casting in-situ inclined columns with varying sizes and slopes, resulting in material waste.

Method used

A concrete rectangular inclined column casting mold trolley was designed, which includes a movable base, a mold frame, a rectangular formwork, a chain plate structure and a gap filling plate. By adjusting the pull rod length, the inclination of the mold frame and the distance between the chain plates, the fully enclosed casting of concrete rectangular inclined columns of different sizes and inclinations can be achieved.

Benefits of technology

The system realizes the full enclosure of cast-in-place concrete rectangular inclined columns of different sizes and inclinations, reduces the construction cost, avoids the waste of resources, and improves the turnover rate of the formwork.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN118309269B_ABST
    Figure CN118309269B_ABST
Patent Text Reader

Abstract

The present invention discloses a concrete rectangular inclined column casting mold trolley and a construction method thereof, comprising: a movable base; two mold frames arranged opposite to each other, the bottoms of the two mold frames being movably sleeved on a hinge shaft through a shaft sleeve, a length-adjustable pull rod being installed between the two mold frames, and a support rod of the movable base being supported on the mold frame; two rectangular templates being respectively installed on the inner sides of the two mold frames, and first gap-filling plates being adjustably installed at the upper and lower ends of the rectangular templates; two chain plate structures, the chain plate structures comprising two supports, a hinge connecting plate and a gear, the two supports being respectively installed at the two ends of the pull rod, and the two Gears are rotatably mounted on opposite sides of each support, forming gaps between the gears and the opposite sides of the supports. Opposite sides of the hinged connecting plate are respectively inserted into the gaps. The hinged connecting plate has teeth formed on the side facing the gears, and the gears mesh with the teeth. A scissor rod supported by the middle of the hinged connecting plate is mounted on the middle of the pull rod. One chain plate structure is fixed between one side of the two rectangular templates, and the two supports of the other chain plate structure are adjustably mounted between the other sides of the two rectangular templates. A second gap-filling plate seals the gaps between the upper and lower ends of the two chain plate structures and the upper and lower floor slabs, respectively. This invention solves the problem of low turnover rate of conventional column templates for cast-in-place inclined columns with varying sizes and inclinations.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The invention relates to the technical field of building construction, and in particular to a concrete rectangular inclined column casting mold trolley and a construction method thereof. Background Art

[0002] With the increasing trend of inward-drawing, outward-projecting, and inclined shapes in modern architectural design, the use of reinforced concrete cast-in-situ inclined columns in the design parts has become more and more common, resulting in different inclinations on different axis numbers and the same column on different floors. At the same time, the cross-sectional dimensions of the columns vary greatly. For the construction of rectangular cast-in-situ concrete columns with different inclinations and cross-sectional dimensions in the same project, the template dimensions of each column are different. Most templates are scrapped after only one use, which easily leads to material waste.

[0003] The information disclosed in this background technology section is only intended to enhance understanding of the overall background of the invention and should not be regarded as an admission or any form of suggestion that the information constitutes the prior art already known to a person skilled in the art. Summary of the Invention

[0004] In order to overcome the defects of the existing technology, a concrete rectangular inclined column casting mold trolley and a construction method are now provided to solve the problem of low turnover rate of conventional column templates for casting in-situ inclined columns with varying sizes and inclinations.

[0005] To achieve the above object, a concrete rectangular inclined column casting mold trolley is provided, comprising:

[0006] A movable base, wherein a hinge shaft is installed on the movable base;

[0007] Two formworks are arranged opposite to each other, the bottoms of the two formworks are movably sleeved on the hinge shaft through shaft sleeves, length-adjustable pull rods are respectively installed between the opposite sides of the two formworks, the pull rods are fixed between one side of the two formworks, the position of the pull rods is adjustably installed between the second sides of the two formworks, the movable base is rotatably installed with a length-adjustable support rod, the support rod is supported on the formwork to lock the inclination angle of the formwork, and the movable base is provided with a construction opening;

[0008] Two rectangular templates, the two rectangular templates are respectively installed on the inner sides of the two mold frames, and the upper and lower ends of the rectangular templates are respectively installed with first gap-filling plates in an adjustable manner;

[0009] Two chain plate structures, the chain plate structures include two supports, a hinge connecting plate and a gear, the two supports are respectively installed at the two ends of the pull rod, and gears are rotatably installed on the opposite sides of the two supports, and gaps are formed between the gears and the opposite sides of the supports, and the opposite sides of the hinge connecting plate are respectively inserted into the gaps, and the side of the hinge connecting plate facing the gear is formed with teeth, and the gear is engaged with the teeth, and a scissor rod supported by the middle part of the hinge connecting plate is installed in the middle part of the pull rod, one chain plate structure is fixed between one side of the two rectangular templates, and the two supports of the other chain plate structure are adjustably installed between the other sides of the two rectangular templates;

[0010] The second gap-filling plate, after the two formwork frames are flipped over, adjust the position of the first gap-filling plate so that the first gap-filling plate blocks the gaps between the two ends of the rectangular formwork and the upper and lower floor slabs, and the second gap-filling plate blocks the gaps between the upper and lower ends of the two chain plate structures and the upper and lower floor slabs respectively.

[0011] Furthermore, the movable base includes two long beams and two short beams arranged opposite to each other, the two short beams are respectively connected between the ends of the two long beams, the two long beams and the two short beams enclose the construction opening, rollers are respectively installed at both ends of the long beams, the hinge shaft is installed on one short beam, and a counterweight is installed on the other short beam.

[0012] Furthermore, a vertically arranged threaded hole is opened at the end of the long beam, and a locking screw is screwed into the threaded hole.

[0013] Furthermore, the first gap-filling plate is semicircular, and a first sliding groove is formed on the outer side of the rectangular template along the wide band direction of the rectangular template. A first slider is slidably provided in the first sliding groove, and the first slider is connected to a sliding bar, and the sliding bar is provided with a second sliding groove along the length direction of the rectangular template. A second slider is slidably provided in the second sliding groove, and the second slider is rotatably mounted on the first gap-filling plate through a rotating shaft.

[0014] Furthermore, the pull rod includes two first rod sections and one second rod section, one end of the two first rod sections are respectively installed on the two mold frames, the two ends of the second rod section are respectively installed on the other ends of the two first rod sections in an adjustable manner, and the two supports of the chain plate structure are respectively installed on the two first rod sections.

[0015] Furthermore, the scissor rod includes multiple fork rod segments, each fork rod segment includes two hinged arms, the middle parts of the two hinged arms are hinged together, and one end of the two hinged arms is respectively pivotally connected to the other end of the two hinged arms of the adjacent fork rod segments.

[0016] Furthermore, the first rod section is connected to a guide rod, and the guide rod is provided with a third sliding groove arranged along the length direction of the hinge plate. One end of the two hinged arms is pivotally connected to the other end of the two hinged arms of the adjacent fork rod segments through a pivot, and the pivots on the opposite sides of the scissor rod are slid in the third sliding groove.

[0017] Furthermore, a clamping plate is connected to the opposite side of the support, and the clamping plate is installed on the outer side of the rectangular template by bolts.

[0018] Furthermore, the two supports have guide ridges extending in opposite directions on one side away from the pull rod, and the guide ridges have arc-shaped side surfaces on the side facing the gear, and the curvature of the arc-shaped side surfaces is adapted to the curvature of the circumferential surface of the gear.

[0019] The present invention provides a construction method for a concrete rectangular inclined column casting mold trolley, comprising the following steps:

[0020] Moving the mobile base to the pouring position of the concrete rectangular inclined column so that the construction opening of the mobile base is aligned with the lower end of the pouring position;

[0021] The first distance between the two rectangular templates is adjusted by adjusting the length of the tie rod, and the second distance between the two chain plate structures is adjusted by adjusting the position of the tie rod between the second sides of the two formworks, wherein the first distance and the second distance are respectively adapted to the length and width of the concrete rectangular inclined column, and the two rectangular templates and the two chain plate structures enclose a casting space;

[0022] Flipping the two mold frames so that the pouring space coincides with the pouring position;

[0023] Supporting a support rod on the mold frame to lock the tilt angle of the mold frame;

[0024] Adjust the positions of the first gap-filling plates at the upper and lower ends of the rectangular template so that the first gap-filling plates block the gaps between the ends of the rectangular template and the upper and lower floor slabs;

[0025] The second gap-filling plate is used to seal the gaps between the upper and lower ends of the two chain plate structures and the upper and lower floor slabs respectively. The second gap-filling plate and the first gap-filling plate are used to form an extended space, and the extended space is connected to the casting space to form a casting cavity for the concrete rectangular inclined column.

[0026] The beneficial effects of the present invention are that the concrete rectangular inclined column casting mold trolley of the present invention utilizes the rollers of the movable base to achieve convenient movement, the formwork and counterweight blocks on the movable base maintain balance and stability, the inclination of the formwork is adjusted by rotating the hinge shaft and shaft sleeve, and the support rod is used as a return top reinforcement to lock the formwork. The length of the concrete rectangular inclined column is adjusted by the length of the pull rod, and the width of the concrete rectangular inclined column is adjusted by adjusting the distance between the two chain plate structures. The gaps around the top and bottom of the rectangular formwork are filled by the first and second gap-filling plates, thereby achieving the effect of meeting the requirements of cast-in-place full enclosure of the concrete rectangular inclined column.

[0027] The concrete rectangular inclined column casting mold trolley of the present invention can be suitable for casting concrete rectangular inclined columns of different sizes, can be used cyclically, reduces engineering construction costs, and avoids waste of resources. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Other features, objects and advantages of the present application will become more apparent upon reading the detailed description of non-limiting embodiments made with reference to the following drawings:

[0029] Figure 1 This is a schematic structural diagram of a concrete rectangular inclined column casting mold trolley according to an embodiment of the present invention.

[0030] Figure 2 for Figure 1 Cross-sectional view at AA in.

[0031] Figure 3 Schematic diagram of the structure of a scissor rod according to an embodiment of the present invention.

[0032] Figure 4 Schematic diagram of the chain plate structure according to an embodiment of the present invention.

[0033] Figures 5 to 11 Schematic diagram of the steps of the construction method of the concrete rectangular inclined column casting mold trolley according to an embodiment of the present invention. DETAILED DESCRIPTION

[0034] The present application will be further described in detail below with reference to the accompanying drawings and examples. It should be understood that the specific embodiments described herein are merely for the purpose of explaining the relevant invention and are not intended to limit the invention. It should also be noted that, for ease of description, only portions relevant to the invention are shown in the accompanying drawings.

[0035] It should be noted that, in the absence of conflict, the embodiments and features of the embodiments in this application can be combined with each other. The present application will be described in detail below with reference to the accompanying drawings and in combination with the embodiments.

[0036] Reference Figures 1 to 11As shown, the present invention provides a concrete rectangular inclined column casting mold trolley, including: a movable base 1, a mold frame 2, a rectangular template 3, a chain plate structure 4, and a second gap-filling plate 5.

[0037] The bottom of the mobile base 1 is provided with rollers. The mobile base 1 is provided with a hinge shaft.

[0038] As a preferred embodiment, the mobile base 1 includes two long beams 11 and two short beams. The two long beams 11 are arranged opposite each other. The two short beams are connected between the ends of the two long beams 11. The two long beams 11 and the two short beams enclose a construction opening. Rollers are mounted on each end of the long beams 11. A hinge shaft is mounted on one of the short beams. A counterweight 14 is mounted on the other short beam.

[0039] In this embodiment, a vertical threaded hole is formed at the end of the long beam 11. A locking screw 13 is screwed into the threaded hole.

[0040] In this embodiment, the length of the long beam is adjustable. Specifically, the long beam includes a square tube and an insertion rod. One end of the insertion rod is movably inserted into one end of the square tube. A short beam is connected between the square tubes of the two long beams. Another short beam is connected between the insertion rods of the two long beams. A locking piece for locking the insertion rod is installed on the square tube. The locking piece is a bolt, and a threaded locking hole is opened on the square tube. The locking piece is screwed into the threaded locking hole of the square tube and pressed against the insertion rod to lock the insertion depth of the insertion rod in the square tube.

[0041] There are two formwork frames 2. The two formwork frames 2 are arranged opposite to each other. The two formwork frames are arranged along the length direction of the short beam, that is, the two formwork frames are respectively arranged on opposite sides in the width direction of the movable base.

[0042] The bottom of the two-piece mold frame 2 is movably mounted on the hinge shaft via a sleeve. A sleeve is connected to one side of the bottom of the mold frame. The sleeve is movably mounted on the hinge shaft. The two-piece mold frame can move along the length of the hinge shaft and can be tilted up and down about the central axis of the hinge shaft. In this embodiment, the sleeve is located at a corner of the bottom of the mold frame.

[0043] Tie rods 21 with adjustable lengths are installed between opposite sides of the two mold frames 2. Tie rods 21 are fixed between one side of the two mold frames 2. Tie rods 21 are also adjustable between the second sides of the two mold frames 2. Adjusting the length of the tie rods adjusts the distance between the two mold frames.

[0044] The movable base 1 is rotatably mounted with a length-adjustable support rod 15. The support rod 15 is supported on the formwork 2 to lock the inclination angle of the formwork 2. The movable base 1 is provided with a construction opening.

[0045] In this embodiment, the support rod comprises a threaded sleeve and a core rod. The core rod is externally threaded. The core rod is screwed into the threaded sleeve. The threaded sleeve is reversibly mounted on the long beam of the mobile base via a hinged axis. After the formwork is flipped, the length of the support rod is adjusted and the support rod is supported on the formwork, so that the formwork's tilt angle adapts to the tilt angle of the concrete rectangular inclined column.

[0046] There are two rectangular templates 3. The two rectangular templates are respectively installed on the inner sides of the two mold frames 2. The upper and lower ends of the rectangular template 3 are respectively installed with first gap-filling plates 31 in an adjustable manner.

[0047] There are two chain plate structures 4. The two chain plate structures are embedded between the two rectangular templates. The two chain plate structures and the rectangular templates enclose a pouring space for pouring the middle section of the concrete rectangular inclined column.

[0048] The chain plate structure 4 includes two supports 41, a hinge plate 42 and a gear 43. The two supports 41 are respectively installed at the two ends of the pull rod 21. Gears 43 are rotatably installed on the opposite sides of the two supports 41. A gap is formed between the gear 43 and the opposite sides of the supports 41. The opposite sides of the hinge plate 42 are respectively inserted into the gap. A tooth pattern 421 is formed on the side of the hinge plate 42 facing the gear 43. The gear 43 engages with the tooth pattern 421. A scissor rod 44 supported on the middle part of the hinge plate 42 is installed in the middle part of the pull rod 21. One chain plate structure 4 is fixed between one side of the two rectangular templates 3. The two supports 41 of the other chain plate structure 4 are adjustably installed between the other sides of the two rectangular templates 3.

[0049] In the chain plate structure, the support and hinged plate combination serve as the formwork for one side of a rectangular concrete column. The rectangular formwork serves as the formwork for the other side of the column. The hinged plate is long and vertically arranged. The sides of the hinged plate are hinged to the adjacent hinged plate. The gap between the support and the gear, as well as the scissor rods, support the hinged plate at both ends and in the middle, ensuring that the hinged plate is perpendicular to the rectangular formwork surface.

[0050] After the two formwork frames 2 are flipped over, the position of the first filling plate 31 is adjusted so that the first filling plate 31 blocks the gaps between the two ends of the rectangular formwork 3 and the upper and lower floor slabs, and the second filling plate 5 blocks the gaps between the upper and lower ends of the two chain plate structures 4 and the upper and lower floor slabs respectively.

[0051] In this embodiment, the first gap-filling plate 31 is semicircular in shape. A first chute a is formed on the outer side of the rectangular template 3, extending along the wide width of the rectangular template 3. A first slider slides in the first chute a. A slide bar 311 is connected to the first slider. The slide bar 311 defines a second chute extending along the length of the rectangular template 3. A second slider slides in the second chute. The second slider is rotatably mounted to the first gap-filling plate 31 via a rotating shaft. Accordingly, a locking member for locking the second slider is mounted on the first gap-filling plate. Similarly, a locking member for locking the first chute is mounted on the first slider.

[0052] See Figures 6 to 9 The accompanying drawings show the process of the first gap-filling plate at the lower end of the rectangular template from the initial state to blocking the gaps between the two ends of the rectangular template 3 and the upper and lower floor slabs.

[0053] See Figure 2 and Figure 3 As shown, the tie rod 21 includes two first rod segments 211 and a second rod segment 212. One end of each of the two first rod segments 211 is mounted to the two mold frames 2. The two ends of a second rod segment 212 are adjustably mounted to the other ends of the two first rod segments 211. The two supports 41 of the chain plate structure 4 are mounted to the two first rod segments 211.

[0054] Specifically, the second rod section is formed with a strip hole. The strip hole is arranged along the length direction of the second rod section. The first rod section is provided with a through hole. The second rod section is arranged in the same direction as the first rod section. One end of the second rod section is overlapped with one end of the first rod section, and the through hole is aligned with the strip hole. A tension screw is passed through the through hole and the strip hole. The tension screw is slid into the strip hole. Screw fittings are installed at both ends of the tension screw. The screw fittings at both ends of the tension screw are respectively pressed against the outside of the first rod section and the outside of the second rod section to lock the length of the pull rod.

[0055] Continue reading Figure 2 and Figure 3 As shown, the scissor rod is used to support the connecting plate. Specifically, the scissor rod 44 includes multiple fork rod segments. The multiple fork rod segments are arranged along the length of the rectangular template. Among them, the fork rod segment includes two hinged arms 441. The middle portions of the two hinged arms 441 are hinged together. One end of each hinged arm 441 is pivotally connected to the other end of the two hinged arms 441 of the adjacent fork rod segment.

[0056] In this embodiment, see Figure 3 As shown, the first rod section 211 is connected to a guide rod 443. The guide rod 443 defines a third slot extending along the length of the hinge plate 42. One end of each of the two hinged arms 441 is pivotally connected to the other end of each of the two hinged arms 441 of the adjacent fork rod segment via a pivot 442. The pivots 442 on opposite sides of the scissor lever 44 slide in the third slot.

[0057] See Figure 2 and Figure 4 As shown, a clamping plate 411 is connected to the opposite side of the support 41. The clamping plate 411 is installed on the outer side of the rectangular template 3 by bolts 412.

[0058] In this embodiment, a chain plate structure is adjustably mounted between two rectangular templates. The support plate has a waist-shaped hole formed in the clamping plate. The waist-shaped hole runs along the width of the rectangular template. Bolts are movably inserted through the waist-shaped hole and screwed into threaded holes on the outside of the rectangular template. The clamping plate is locked to the rectangular template by turning the bolts. Adjusting the position of the bolts in the waist-shaped hole further adjusts the distance between the two chain plate structures.

[0059] See Figure 4 As shown, the two supports 41 extend toward each other on one side away from the pull rod 21 to form a guide rib 413. The side of the guide rib 413 facing the gear 43 forms an arcuate side surface, the curvature of the arcuate side surface being adapted to the curvature of the circumferential surface of the gear 43.

[0060] The present invention provides a construction method for a concrete rectangular inclined column casting mold trolley, comprising the following steps:

[0061] S1. See Figure 5 and Figure 6 , move the mobile base 1 to the pouring position b of the concrete rectangular inclined column so that the construction opening of the mobile base 1 is aligned with the lower end of the pouring position.

[0062] S2. Adjust the first distance between the two rectangular formworks 3 by adjusting the length of the tie rod 21, and adjust the second distance between the two chain plate structures 4 by adjusting the position of the tie rod 21 between the second sides of the two formwork frames 2. The first distance and the second distance are respectively adapted to the length and width of the concrete rectangular inclined columns. A casting space is enclosed between the two rectangular formworks 3 and the two chain plate structures 4.

[0063] S3, see Figure 7 , flip the two pieces of formwork 2 so that the pouring space coincides with the pouring position.

[0064] S4. Continue reading Figure 7 , support the support rod 15 on the mold frame 2 to lock the inclination angle of the mold frame 2.

[0065] S5. See Figures 7 to 11 , adjust the positions of the first gap-filling plates 31 at the upper and lower ends of the rectangular template 3 so that the first gap-filling plates 31 block the gaps between the two ends of the rectangular template 3 and the upper and lower floor slabs.

[0066] S6. See Figure 3The second filling plate 5 is used to seal the gaps between the upper and lower ends of the two chain plate structures 4 and the upper and lower floor slabs 6 respectively. The second filling plate 5 and the first filling plate 31 are used to enclose an extension space, and the extension space is connected to the pouring space to form a pouring cavity for the concrete rectangular inclined column.

[0067] The present invention utilizes rollers on a movable base to facilitate mobility. The formwork and counterweights on the movable base maintain balance and stability. The formwork's inclination is adjusted by rotating the hinge shaft and sleeve, and support rods are used to reinforce and lock the formwork. The length of the concrete rectangular oblique column is adjusted by the length of the pull rod, and the width of the concrete rectangular oblique column is adjusted by adjusting the distance between the two chain plate structures. The gaps around the top and bottom of the rectangular formwork are filled with first and second gap-filling plates, achieving the desired effect of fully enclosing the cast-in-place concrete rectangular oblique column.

[0068] The concrete rectangular inclined column casting mold trolley of the present invention can be suitable for casting concrete rectangular inclined columns of different sizes, can be used cyclically, reduces engineering construction costs, and avoids waste of resources.

[0069] The above description is merely a preferred embodiment of the present application and an illustration of the technical principles employed. Those skilled in the art should understand that the scope of the invention herein is not limited to the technical solutions formed by the specific combination of the above-mentioned technical features, but also encompasses other technical solutions formed by any combination of the above-mentioned technical features or their equivalents without departing from the inventive concept. For example, a technical solution formed by replacing the above-mentioned features with (but not limited to) technical features having similar functions disclosed in this application.

Claims

1. A concrete rectangular inclined column casting mold trolley, characterized in that: include: A movable base, wherein a hinge shaft is installed on the movable base; Two formworks are arranged opposite to each other, the bottoms of the two formworks are movably sleeved on the hinge shaft through shaft sleeves, length-adjustable pull rods are respectively installed between the opposite sides of the two formworks, the pull rods are fixed between one side of the two formworks, the position of the pull rods is adjustably installed between the second sides of the two formworks, the movable base is rotatably installed with a length-adjustable support rod, the support rod is supported on the formwork to lock the inclination angle of the formwork, and the movable base is provided with a construction opening; Two rectangular templates, the two rectangular templates are respectively installed on the inner sides of the two mold frames, and the upper and lower ends of the rectangular templates are respectively installed with first gap-filling plates in an adjustable manner; Two chain plate structures, the chain plate structures include two supports, a hinge connecting plate and a gear, the two supports are respectively installed at the two ends of the pull rod, and gears are rotatably installed on the opposite sides of the two supports, and gaps are formed between the gears and the opposite sides of the supports, and the opposite sides of the hinge connecting plate are respectively inserted into the gaps, and the side of the hinge connecting plate facing the gear is formed with teeth, and the gear is engaged with the teeth, and a scissor rod supported by the middle part of the hinge connecting plate is installed in the middle part of the pull rod, one chain plate structure is fixed between one side of the two rectangular templates, and the two supports of the other chain plate structure are adjustably installed between the other sides of the two rectangular templates; The second gap-filling plate, after the two formwork frames are flipped over, adjust the position of the first gap-filling plate so that the first gap-filling plate blocks the gaps between the two ends of the rectangular formwork and the upper and lower floor slabs, and the second gap-filling plate blocks the gaps between the upper and lower ends of the two chain plate structures and the upper and lower floor slabs respectively.

2. The concrete rectangular inclined column casting mold trolley according to claim 1, characterized in that: The movable base includes two long beams and two short beams arranged opposite to each other, the two short beams are respectively connected between the ends of the two long beams, and the two long beams and the two short beams enclose the construction opening. Rollers are respectively installed at both ends of the long beams, the hinge shaft is installed on one short beam, and a counterweight block is installed on the other short beam.

3. The concrete rectangular inclined column casting mold trolley according to claim 2, characterized in that: A vertically arranged threaded hole is provided at the end of the long beam, and a locking screw is screwed into the threaded hole.

4. The concrete rectangular inclined column casting mold trolley according to claim 1, characterized in that: The first gap-filling plate is semicircular, and a first sliding groove is formed on the outer side of the rectangular template along the wide band direction of the rectangular template. A first slider is slidably arranged in the first sliding groove, and the first slider is connected to a sliding bar. The sliding bar is provided with a second sliding groove along the length direction of the rectangular template, and a second slider is slidably arranged in the second sliding groove. The second slider is rotatably mounted on the first gap-filling plate through a rotating shaft.

5. The concrete rectangular inclined column casting mold trolley according to claim 1, characterized in that: The pull rod includes two first rod sections and one second rod section, one end of the two first rod sections are respectively installed on the two mold frames, the two ends of the second rod section are respectively installed on the other ends of the two first rod sections in an adjustable manner, and the two supports of the chain plate structure are respectively installed on the two first rod sections.

6. The concrete rectangular inclined column casting mold trolley according to claim 5, characterized in that: The scissor rod includes a plurality of fork rod segments, each fork rod segment includes two hinged arms, the middle portions of the two hinged arms are hinged together, and one end of the two hinged arms is respectively pivotally connected to the other end of the two hinged arms of the adjacent fork rod segments.

7. The concrete rectangular inclined column casting mold trolley according to claim 6, characterized in that: The first rod section is connected to a guide rod, and the guide rod is provided with a third sliding groove arranged along the length direction of the hinge connecting plate. One end of the two hinged arms is pivotally connected to the other end of the two hinged arms of the adjacent fork rod segments through a pivot, and the pivots on the opposite sides of the scissor rod are slid in the third sliding groove.

8. The concrete rectangular inclined column casting mold trolley according to claim 1, characterized in that: The opposite side of the support is connected with a clamping plate, and the clamping plate is installed on the outer side of the rectangular template through bolts.

9. The concrete rectangular inclined column casting mold trolley according to claim 1, characterized in that: The two supports extend toward each other on one side away from the pull rod to form guide ridges, and the guide ridges have arc-shaped side surfaces on the side facing the gear, the curvature of the arc-shaped side surfaces being adapted to the curvature of the circumferential surface of the gear.

10. A construction method for a concrete rectangular inclined column casting mold trolley according to any one of claims 1 to 9, characterized in that: The following steps are involved: Moving the mobile base to the pouring position of the concrete rectangular inclined column so that the construction opening of the mobile base is aligned with the lower end of the pouring position; The first distance between the two rectangular templates is adjusted by adjusting the length of the tie rod, and the second distance between the two chain plate structures is adjusted by adjusting the position of the tie rod between the second sides of the two formworks, wherein the first distance and the second distance are respectively adapted to the length and width of the concrete rectangular inclined column, and the two rectangular templates and the two chain plate structures enclose a casting space; Flipping the two mold frames so that the pouring space coincides with the pouring position; Supporting a support rod on the mold frame to lock the tilt angle of the mold frame; Adjust the positions of the first gap-filling plates at the upper and lower ends of the rectangular template so that the first gap-filling plates block the gaps between the ends of the rectangular template and the upper and lower floor slabs; The second gap-filling plate is used to seal the gaps between the upper and lower ends of the two chain plate structures and the upper and lower floor slabs respectively. The second gap-filling plate and the first gap-filling plate are used to form an extended space, and the extended space is connected to the casting space to form a casting cavity for the concrete rectangular inclined column.

Citation Information

Patent Citations

  • Cast-in-place concrete external diagonal column mold plate system and construction method

    CN102561680A

  • Construction method of big-section cast-in-place reinforced concrete inclined column construction structure

    CN108716283A