A post-casting strip retaining auxiliary device and construction process
By using a combination device of scale slurry plate, water stop plate and auxiliary support components in the construction of the rear cast belt, the problems of poor sealing effect and difficult reinforcement in the traditional method are solved, and efficient and stable construction of the rear cast belt is achieved, and the construction quality and permeability resistance are improved.
Patent Information
- Application Number
- CN202411929880.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-26
- Publication Date
- 2025-05-13
- Estimated Expiration
- 2044-12-26
AI Technical Summary
The traditional post-pouring belt construction methods have problems such as poor sealing effect, difficult reinforcement, high cost, and easy deformation, which affect the construction quality and anti-seepage ability.
A combination device of a scale slurry plate, a water stop plate and an auxiliary support assembly is adopted. The scale slurry plate is arranged on the side of the rear casting belt, the water stop plate is horizontally arranged between the scale slurry plates, the convex folds are embedded inside the rear casting belt, and the flap forms a steel bar passage, and the auxiliary support assembly can adjust the support position.
It has achieved stable and effective side support sealing, increased the concrete bonding area, simplified the steel bar throughput, improved construction efficiency and quality, and reduced construction costs.
Smart Images

Figure CN119352660B_ABST
Abstract
Description
Technical Field
[0001] The invention belongs to the technical field of building structure construction, and particularly relates to an auxiliary device for setting a post-cast strip and a construction process. Background Art
[0002] In construction projects, the key to quality control of post-casting strip construction lies in effectively sealing the edges, preventing concrete from flowing out, and effectively reinforcing the side support formwork to ensure structural stability, thereby ensuring the quality of structural construction at the post-casting strip. At the same time, after the structures on both sides of the post-casting strip are poured, the edges are roughened, cleaned, and other measures are combined to ensure the structural integrity and impermeability of the post-casting strip after construction, which is another key point of quality control. Traditional wire mesh sealing and slurry blocking effect is poor, easy to rust and difficult to reinforce. Conventional side formwork support methods such as steel pipe fasteners also have problems such as difficult operation, high cost, and easy deformation, which affect the quality of the post-casting strip structure and leave leakage risks. In addition, the traditional method of constructing wire mesh with steel pipe support has low overall efficiency, and it is difficult to guarantee the quality of the project and the safety of the support. It is also difficult to remove the support and sealing materials. While increasing the construction cost and time cost, it poses a potential risk to the overall stability and durability of the building and the impermeability of the structure. Summary of the invention
[0003] The purpose of the present invention is to overcome the shortcomings of the prior art and provide a stable and efficient post-casting strip auxiliary device and construction process, which can effectively improve the construction quality and anti-seepage effect of the post-casting strip, reduce construction costs and improve construction efficiency.
[0004] To achieve the above-mentioned purpose, the technical solution adopted by the present invention is: an auxiliary device for setting up a post-cast strip, comprising a scaly slurry retaining plate, a water stop plate and an auxiliary support assembly, the scaly slurry retaining plate is arranged on the side of the post-cast strip, the water stop plate is horizontally arranged between the scaly slurry retaining plates, the middle part of the scaly slurry retaining plate protrudes toward one side of the post-cast strip to form a convex folding portion, the convex folding portion is embedded in the interior of the post-cast strip, a plurality of folding pieces are arranged on the upper side of the convex folding portion, each of the folding pieces can be folded toward one side of the post-cast strip to form a steel bar channel, the steel bars in the post-cast strip pass through the steel bar channel, a plurality of convex pieces are arranged on the lower side of the convex folding portion protruding toward one side of the post-cast strip, the auxiliary support assembly is supported on one side of the post-cast strip of the scaly slurry retaining plate, and the supporting position of the auxiliary support assembly is adjustable.
[0005] Preferably, the convex fold portion comprises two connected convex fold honeycomb panels, and the two convex fold honeycomb panels are respectively arranged to be inclined toward one side of the post-casting strip.
[0006] Preferably, a support column is provided at the end of the auxiliary support assembly, the support column is supported on one side of the scale-shaped slurry guard plate, a fixing groove is provided on the lower side of the scale-shaped slurry guard plate, and the lower end of the support column is installed in the fixing groove.
[0007] Preferably, a plurality of convex pieces are provided on the lower side of the convex fold portion of the scale-shaped slurry retaining plate, protruding toward one side of the post-casting zone.
[0008] Preferably, the auxiliary support assembly includes a support body, a fixed beam, a support rod and a support column. The fixed beam can be lifted and lowered on the support body, the support rod can be horizontally swung and connected to the fixed beam, the support column is vertically and rotatably installed on the end of the support rod, and the support column is fixedly supported on one side of the scaly slurry baffle.
[0009] Preferably, the supporting body includes a main frame and an oblique brace, the oblique brace is telescopically and vertically swingably arranged on one side of the main frame, a fixed beam adjustment slot is vertically opened on the main frame, and the fixed beam is fixedly connected to the main frame by fixing bolts.
[0010] Preferably, two fixed beams are vertically spaced apart, an adjustment screw is provided between the two fixed beams, the adjustment screw is rotatably connected to any one of the fixed beams, the adjustment screw is threadedly connected to the other fixed beam, and the support rod is swingably installed between the two fixed beams through a fixing clamp.
[0011] Preferably, the support rod is a support screw, and the fixing clamp includes two semicircular fixing clips. Fixing clip adjustment grooves are provided on the opposite sides of the two fixing beams. The two fixing clips are respectively connected to the two fixing beams through fixing clip adjustment bolts. Threads are provided on the inner sides of the two fixing clips, and the supporting screw is threadedly installed between the two fixing clips.
[0012] Preferably, the fixed beams are arranged in several groups at intervals along the vertical direction, and the support rods and support columns are also arranged in multiple groups. Multiple support columns are simultaneously installed on one side of the scaly slurry guard plate, and the ends of the support rods are bent and the bent portions are rotatably connected to the support columns through connecting sleeves.
[0013] Preferably, two layers of scale-like slurry retaining plates are provided on one side of the post-cast strip, a water stop plate is fixedly provided between the two layers of scale-like slurry retaining plates, and auxiliary support components support the two layers of scale-like slurry retaining plates respectively.
[0014] A post-casting strip installation construction process, using the post-casting strip installation auxiliary device described above, includes the following construction steps:
[0015] S1. Determine the location of the exterior wall according to the design drawings, and prepare the materials for the steel bars, scale-shaped slurry retaining plates and auxiliary support components according to the design drawings;
[0016] S2, the post-casting belt and the surrounding position are fixed by steel bar binding in the longitudinal and transverse directions, and a fixed water stop plate is installed in the middle;
[0017] S3. Install and fix the scale-shaped slurry retaining plate at the edge limit position of the post-casting belt, fold the folding piece at the position of the steel bar to ensure that the steel bar passes through, and install and fix the auxiliary support assembly on one side of the scale-shaped slurry retaining plate;
[0018] S4. Cast concrete on one or both sides of the post-casting belt, and remove the auxiliary support assembly and the scale-shaped slurry retaining plate after the concrete at the post-casting belt solidifies;
[0019] S5. After the post-casting joint position reaches the pouring conditions, clean up the debris in the post-casting joint, set up the formwork frame and pour the concrete.
[0020] Compared with the prior art, the above technical solution has the following beneficial effects:
[0021] 1. The present invention adopts a scaly slurry retaining plate as a side sealing material, and utilizes the inherent rigidity of the scaly slurry retaining plate to be fixedly combined with a water-stop steel plate, so as to form a stable and effective side support and sealing system, which is simple and efficient; at the same time, a convex folding portion is protrudingly provided in the middle of the horizontal direction of the scaly slurry retaining plate, and the convex folding portion can be embedded in the side of the post-cast strip, thereby increasing the bonding area of the post-cast concrete; a steel bar folding piece is provided above the middle of the scaly slurry retaining plate, and one side of the folding piece is integral with the scaly slurry retaining plate. When steel bars are passed through the steel bars of the post-cast strip, it is only necessary to fold up the folding piece to allow the steel bars to pass through, without destroying the scaly slurry retaining plate, which is simple and convenient to operate, and at the same time reduces the steel bar holes of the scaly slurry retaining plate, reduces the hidden dangers of slurry leakage, and improves the construction efficiency and quality; the auxiliary support assembly is supported on one side of the scaly slurry retaining plate to fix it, and the supporting position of the auxiliary support assembly can be adjusted according to the actual construction.
[0022] 2. A horizontally protruding convex piece is provided below the convex fold of the scale-like slurry retaining board. The convex fold adopts a honeycomb panel. One side of the convex piece is integral with the scale-like slurry retaining board. The convex fold honeycomb panel is hollowed out with a number of holes, which can effectively increase the surface area of the concrete, enhance the strength of the internal connection of the concrete, improve its overall mechanical properties, and improve the construction quality.
[0023] 3. The height of the fixed beam of the auxiliary support assembly can be adjusted, so the height of the support screw can also be adjusted. The support screw is rotatably installed on the fixed beam through a fixing clamp. The end support position of the support screw can be adjusted by rotating the fixing clamp. The support column is rotatably installed at the end of the support screw, which can adapt to the use needs of different positions and angles and has a wider applicability. BRIEF DESCRIPTION OF THE DRAWINGS
[0024] Figure 1 It is a structural schematic diagram of the single-side support in the present invention.
[0025] Figure 2 It is a schematic diagram of the structure of the scaly slurry retaining plate.
[0026] Figure 3Schematic diagram of the auxiliary support structure for single-side support.
[0027] Figure 4 for Figure 3 Enlarged view of point A in the middle.
[0028] Figure 5 This is a schematic diagram of the structure of the diagonal brace.
[0029] Figure 6 Schematic diagram of the structure of the reinforcement beam and adjustment screw.
[0030] Figure 7 Schematic diagram of the structure of the reinforced beam.
[0031] Figure 8 It is a schematic diagram of the structure of the screw rod fixing clamp.
[0032] Fig. 9 It is a schematic diagram of the structure of the double-sided support in the present invention.
[0033] Fig.10 It is a schematic diagram of the partial structure of the double-sided support.
[0034] Fig.11 Schematic diagram of the auxiliary support structure for double-sided support.
[0035] Wherein: 1. cast-in-place concrete 2. steel bars 3. auxiliary support assembly 4. water-stop steel plate 5. scaly slurry retaining plate 6. convex piece 7. folding piece 8. convex folded honeycomb panel 9. fixing groove 10. main frame 11. adjusting screw 12. fixed beam 13. connecting sleeve 14. support column 15. diagonal brace 16. supporting screw rod 17. fixing bolt 18. fixing clamp 19. limiting piece 20. adjusting wire tube 21. fixing sleeve 22. adjusting bolt 23. fixing beam adjustment groove 24. fixing clamp adjustment groove 25. fixing clamp piece 26. diagonal brace screw rod 27. diagonal brace adjustment wire tube 28. three-way support 29. fixing clamp adjustment bolt. DETAILED DESCRIPTION
[0036] Figures 1 to 11 The best embodiment of the present invention is shown below in conjunction with the attached Figures 1 to 11 The present invention is further described.
[0037] Embodiment 1
[0038] like Figure 1As shown, an auxiliary device for setting up a post-cast strip of the present invention comprises a scaly slurry retaining plate 5, a water stop plate 4 and an auxiliary support assembly 3. The scaly slurry retaining plate 5 is arranged on the side of the post-cast strip as a side sealing material, and the scaly slurry retaining plate 5 is also a fish scale net. The water stop plate 4 is horizontally arranged between the scaly slurry retaining plates 5. The rigidity of the scaly slurry retaining plate 5 is used to fix it with the water stop plate 4, so as to form a stable and effective side support and sealing system. The middle part of the scaly slurry retaining plate 5 protrudes toward one side of the post-cast strip to form a convex folding portion, which can be embedded in the post-cast strip, thereby increasing the bonding area of the post-cast concrete. A number of folding pieces 7 are arranged on the upper side of the convex folding portion, each of which can be folded toward one side of the post-cast strip to form a steel bar channel, and the steel bars 2 in the post-cast strip pass through the steel bar channel without destroying the scaly slurry retaining plate 5, thereby reducing the steel bar holes on the scaly slurry retaining plate 5 and reducing the risk of leakage. The auxiliary support assembly 3 is supported on one side of the scaly slurry retaining plate 5, and the supporting position of the auxiliary support assembly 3 is adjustable.
[0039] like Figure 2 As shown, in the present embodiment, the convex fold portion includes two connected convex fold honeycomb panels 8, and the two convex fold honeycomb panels 8 are respectively inclined toward one side of the post-casting strip to form a convex fold portion protruding toward one side of the post-casting strip. A plurality of holes are hollowed out on the convex fold honeycomb panels 8, which can effectively increase the surface area of the concrete, enhance the strength of the internal connection of the concrete, improve its overall mechanical properties, and improve the construction quality.
[0040] The folding piece 7 in this embodiment is rectangular, and one side of the folding piece 7 is integrally connected with the scaly slurry guard plate 5. When installing the scaly slurry guard plate 5, the folding piece 7 at the position corresponding to the steel bar 2 is folded toward the side of the post-cast strip so that a steel bar channel is formed at the position of the folding piece 7, and the steel bar 2 passes through the steel bar channel. The operation is simple and convenient; a plurality of convex pieces 6 are provided on the lower side of the convex folded part of the scaly slurry guard plate 5 protruding toward the side of the post-cast strip, and the convex piece 6 and the convex folded part are embedded in the concrete on one side of the post-cast strip, thereby increasing the surface area of the concrete and enhancing the structural stress of the closed concrete connection on both sides of the post-cast strip.
[0041] like Figure 3~4 As shown, the auxiliary support assembly 3 includes a support body, a fixed beam 12, a support rod and a support column 14. The support body is fixedly arranged, and the fixed beam 12 can be installed on the support body in a liftable manner. The support rod is connected to the fixed beam 12 in a horizontally swingable manner, and the support column 14 is vertically and rotatably installed at the end of the support rod. The height supported by the support column 14 can be adjusted by adjusting the fixed beam 12, and the angle supported by the support column 14 can be adjusted by swinging the support rod. The support column 14 is fixedly supported on one side of the scaly slurry retaining plate 5, and a fixing groove 9 is horizontally arranged on the lower side of the scaly slurry retaining plate 5. The lower end of the support column 14 is installed in the fixing groove 9, and there is also a protrusion on the support column 14 corresponding to the convex folding portion on the scaly slurry retaining plate 5, and the protrusion is stuck in the convex folding portion.
[0042] Specifically, Figure 5 As shown, the supporting body includes a main frame 10 and a diagonal brace 15. The diagonal brace 15 is installed on one side of the main frame 10 so as to be swingable in the vertical direction. The diagonal brace 15 is fixed by an adjusting bolt 22 so as to no longer swing. The diagonal brace 15 includes a diagonal brace screw rod 26 and a diagonal brace adjustment wire tube 27. The diagonal brace screw rod 26 is threadedly connected to the diagonal brace adjustment wire tube 27. The upper end of the diagonal brace screw rod 26 is connected to one side of the main frame 10. A three-way support 28 is also provided at the lower end of the diagonal brace adjustment wire tube 27 to make the diagonal brace adjustment wire tube 27 support more stably. The length of the diagonal brace 15 can be adjusted by rotating the diagonal brace adjustment wire tube 27. A fixed beam adjustment slot 23 is vertically opened on the main frame 10. The fixed beam 12 can move up and down along the fixed beam adjustment slot 23. The fixed beam 12 is fixed by a fixing bolt 17.
[0043] like Figures 6 and 7 As shown, two fixed beams 12 are vertically spaced apart, and an adjusting screw 11 is arranged between the two fixed beams 12. The adjusting screw 11 is rotatably connected to any one of the fixed beams 12, and the adjusting screw 11 is threadedly connected to the other fixed beam 12. The distance between the two fixed beams 12 is adjusted by adjusting the screw 11, so that the two fixed beams 12 clamp and fix the support rod, and the support rod is swingably installed between the two fixed beams 12 through the fixing clamp 18.
[0044] Specifically, in the present embodiment, a fixing sleeve 21 is provided on the side of the upper fixing beam 12, and an adjusting wire drum 20 is provided on the side of the lower fixing beam 12. The adjusting wire drum 20 is made of galvanized steel pipe. The adjusting screw 11 rotates through the fixing sleeve 21 and is threadedly connected in the adjusting wire drum 20. Two limit plates 19 are arranged at intervals on the adjusting screw 11. The two limit plates 19 are respectively arranged on the upper and lower sides of the fixing sleeve 21, so that the adjusting screw 11 can only rotate in the fixing sleeve 21 but cannot move up and down. Tighten the fixing bolt 17 of the upper fixing beam 12 to fix it, rotate the adjusting screw 11, and adjust the height of the lower fixing beam 12 until the two fixing beams 12 clamp and fix the support rod.
[0045] like Figure 8 As shown, the support rod is a support screw 16, and the fixing clamp 18 includes two semicircular fixing clips 25. A fixing clip adjustment groove 24 is opened on the opposite side of the two fixing beams 12, and the fixing clip adjustment groove 24 is arranged horizontally. The two fixing clips 25 are respectively slidably installed on the two fixing beams 12 and fixed by fixing clip adjustment bolts 29. Threads are arranged on the inner sides of the two fixing clips 25. The support screw 16 is threadedly installed between the two fixing clips 25. The position and direction of the support screw 16 are determined by adjusting the position and direction of the two fixing clips 25. The two fixing clips 25 are used to clamp the support screw 16 through the two fixing beams 12. The end of the support rod is bent and the bent portion is rotatably connected to the support column 14 through the connecting sleeve 13.
[0046] In this embodiment, in the single-sided cast-in-place concrete 1 at the position of the post-casting strip, two layers of scale-shaped slurry retaining plates 5 are arranged at the edge of the post-casting strip, and the water stop plate 4 is arranged between the two layers of scale-shaped slurry retaining plates 5. Therefore, the fixed beam 12 is arranged with two groups of four fixed beams 12 at intervals in the vertical direction, and two fixing clips 18 and two supporting screws 16 are arranged between every two fixed beams 12. The two fixing clips 18 are respectively arranged on both sides of the fixed beam 12, and the angle between the two supporting rods 16 is adjustable. In this embodiment, the two supporting screws 16 between the upper group of fixed beams 12 are supported on the side of the upper scale-shaped slurry retaining plates 5, and the two supporting screws 16 between the lower group of fixed beams 12 are supported on the side of the lower scale-shaped slurry retaining plates 5. In other embodiments, the number of fixed beams 12 and the number of fixing clips 18 between each group of fixed beams 12 can be adjusted as needed.
[0047] A post-casting strip installation construction process of the present invention uses the above-mentioned post-casting strip installation auxiliary device and includes the following construction steps:
[0048] S1. Determine the location of the exterior wall according to the design drawings, prepare the materials of the steel bars 2, the scaly slurry retaining plate 5 and the auxiliary support assembly 3 according to the design drawings, and produce the scaly slurry retaining plate 5 and the auxiliary support assembly 3 according to the design drawings;
[0049] S2, the post-casting belt and the surrounding position are fixed by steel bars 2 in the longitudinal and transverse directions, and a fixed water stop plate 4 is installed in the middle part;
[0050] S3, install and fix the scaly slurry retaining plate 5 at the edge limit position of the post-casting belt, fold the folding piece 7 at the position of the steel bar 2 to ensure that the steel bar 2 passes through, and install and fix the auxiliary support assembly 3 on one side of the scaly slurry retaining plate 5;
[0051] S4, cast concrete 1 on one side at the post-casting strip position, and after the concrete at the post-casting strip position solidifies, remove the auxiliary support assembly 3 and the scale-shaped slurry retaining plate 5, and pull and remove the scale-shaped slurry retaining plate 5 by the support screw 16 and the support column 14 of the auxiliary support assembly 3 and the fixing groove 9;
[0052] S5. After the post-casting joint position reaches the pouring conditions, clean up the debris in the post-casting joint, set up the formwork frame and pour the concrete.
[0053] When the present invention is used, the post-casting strip and the surrounding position are fixed by binding with steel bars 2 in the longitudinal and transverse directions. After the water stop plate 4 is installed and fixed in the middle position, the scale-shaped slurry retaining plate 5 is installed. When installing the scale-shaped slurry retaining plate 5, the folding piece 7 at the position corresponding to the steel bar 2 is folded toward one side of the post-casting strip so that the position of the folding piece 7 forms a steel bar channel, and the steel bar 2 passes through the steel bar channel. The rigidity of the scale-shaped slurry retaining plate 5 is fixedly combined with the water stop plate 4. The height of the fixed beam 12 is adjusted, and the position and angle of the fixing clamp 18 are adjusted to determine the support position of the end of the support screw 16, so that the protrusion on the support column 14 is stuck in the protrusion, and the lower end of the support column 14 is installed in the fixing groove 9 of the scale-shaped slurry retaining plate 5. The cast-in-place concrete 1 is poured on one side of the post-casting strip position. After the concrete at the post-casting strip position solidifies, the auxiliary support assembly 3 and the scale-shaped slurry retaining plate 5 are removed. After the post-casting strip position reaches the pouring conditions, the debris in the post-casting strip is cleaned, the formwork frame is supported, and the concrete is poured.
[0054] Embodiment 2
[0055] like Figures 9 and 10 As shown, in this embodiment, cast-in-place concrete 1 is formed on both sides of the post-cast strip, so scale-like slurry guard plates 5 are respectively installed on both sides of the post-cast strip. The installation of the scale-like slurry guard plates 5 on each side is the same as the installation of the scale-like slurry guard plates 5 on one side in the first embodiment. However, in this embodiment, the scale-like slurry guard plates 5 on both sides can use two auxiliary support components 3 respectively, or can share one auxiliary support component 3.
[0056] like Fig.11 As shown, in this embodiment, the scale-like slurry retaining plates 5 on both sides are supported by an auxiliary support assembly 3. In this embodiment, the connection of the various parts of the auxiliary support assembly 3 is the same as that in the first embodiment. The only difference is that four fixing clips 18 are arranged between the same group of fixed beams 12, that is, four supporting screw rods 16 are fixed between the two fixed beams 12, two of which face the same side, and the other two face the other side. The four supporting screw rods 16 are divided into two groups to respectively support the scale-like slurry retaining plates 5 on both sides. The position of the supporting screw rods 16 can be adjusted according to the length of the post-casting strip on site.
[0057] The above is only a preferred embodiment of the present invention, and does not limit the present invention in other forms. Any technician familiar with the profession may use the above disclosed technical content to change or modify it into an equivalent embodiment with equivalent changes. However, any simple modification, equivalent change and modification made to the above embodiment according to the technical essence of the present invention without departing from the technical solution of the present invention still belongs to the protection scope of the technical solution of the present invention.
Claims
1. A post-casting strip installation auxiliary device, characterized in that: The invention comprises a scaly slurry retaining plate (5), a water stop plate (4) and an auxiliary support assembly (3), wherein the scaly slurry retaining plate (5) is arranged on the side of the post-casting strip, the water stop plate (4) is arranged horizontally between the scaly slurry retaining plates (5), the middle part of the scaly slurry retaining plate (5) protrudes toward one side of the post-casting strip to form a convex folding portion, the convex folding portion is embedded in the post-casting strip, a plurality of folding pieces (7) are arranged on the upper side of the convex folding portion, each folding piece (7) can be folded toward one side of the post-casting strip to form a steel bar channel, the steel bars (2) in the post-casting strip pass through the steel bar channel, the auxiliary support assembly (3) is supported on one side of the scaly slurry retaining plate (5), and the supporting position of the auxiliary support assembly (3) is adjustable; The auxiliary support assembly (3) comprises a support body, a fixed beam (12), a support rod and a support column (14); the fixed beam (12) is mounted on the support body in a manner that it can be lifted or lowered; the support rod is connected to the fixed beam (12) in a manner that it can be swung horizontally; the support column (14) is mounted vertically and rotatably on the end of the support rod; and the support column (14) is fixedly supported on one side of the scaly slurry retaining plate (5); Two fixed beams (12) are arranged vertically at intervals, an adjusting screw (11) is arranged between the two fixed beams (12), the adjusting screw (11) is rotatably connected to one of the fixed beams (12), the adjusting screw (11) is threadedly connected to the other fixed beam (12), and the support rod is swingably installed between the two fixed beams (12) via a fixing clamp (18); The fixed beams (12) are arranged in a plurality of groups at intervals in the vertical direction, and a plurality of support rods and support columns (14) are also arranged in a plurality of groups. The plurality of support columns (14) are simultaneously installed on one side of the scale-shaped slurry retaining plate (5), and the ends of the support rods are bent and the bent portions are rotatably connected to the support columns (14) via connecting sleeves (13).
2. The auxiliary device for setting a post-cast strip according to claim 1, characterized in that: The convex fold portion comprises two connected convex fold honeycomb panels (8), and the two convex fold honeycomb panels (8) are respectively arranged to be inclined toward one side of the post-casting strip.
3. The auxiliary device for setting a post-cast strip according to claim 1, characterized in that: A support column (14) is provided at the end of the auxiliary support assembly (3), the support column (14) is supported on one side of the scale-shaped slurry retaining plate (5), a fixing groove (9) is provided on the lower side of the scale-shaped slurry retaining plate (5), and the lower end of the support column (14) is installed in the fixing groove (9).
4. The auxiliary device for setting a post-cast strip according to claim 1, characterized in that: A plurality of convex pieces (6) are provided on the lower side of the convex fold of the scale-shaped slurry retaining plate (5) and protrude toward one side of the post-casting zone.
5. The auxiliary device for setting a post-cast strip according to claim 1, characterized in that: The supporting body comprises a main frame (10) and an oblique brace (15); the oblique brace (15) is arranged on one side of the main frame (10) in a telescopic and vertically swingable manner; a fixed beam adjustment slot (23) is vertically opened on the main frame (10); and the fixed beam (12) is fixedly connected to the main frame (10) by means of fixing bolts (17).
6. The auxiliary device for setting a post-cast strip according to claim 1, characterized in that: The support rod is a support screw rod (16), the fixing clamp (18) comprises two semicircular fixing clamp pieces (25), fixing clamp adjustment grooves (24) are provided on opposite sides of the two fixing beams (12), the two fixing clamp pieces (25) are respectively connected to the two fixing beams (12) via fixing clamp adjustment bolts (29), threads are provided on the inner sides of the two fixing clamp pieces (25), and the support screw rod (16) is threadedly installed between the two fixing clamp pieces (25).
7. A post-casting belt retaining construction process, characterized in that: The use of the auxiliary device for setting the post-cast strip according to any one of claims 1 to 6 comprises the following construction steps: S1. Determine the location of the exterior wall according to the design drawings, and prepare the materials for the steel bars (2), the scaly slurry retaining plate (5) and the auxiliary support assembly (3) according to the design drawings; S2, the post-casting strip and the surrounding area are fixed in the longitudinal and transverse directions by steel bars (2), and a fixed water stop plate (4) is installed in the middle; S3, installing and fixing the scaly slurry retaining plate (5) at the edge limiting position of the post-casting strip, folding the folding plate (7) at the position of the steel bar (2) to ensure that the steel bar (2) passes through, and installing and fixing the auxiliary support assembly (3) on one side of the scaly slurry retaining plate (5); S4, pouring concrete (1) on one or both sides of the post-casting strip, and removing the auxiliary support assembly (3) and the scale-shaped slurry retaining plate (5) after the concrete at the post-casting strip has solidified; S5. After the post-casting joint position reaches the pouring conditions, clean up the debris in the post-casting joint, set up the formwork frame and pour the concrete.
Citation Information
Patent Citations
Basement bottom plate post-cast strip fabricated formwork construction method
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Post-cast strip supporting baffle
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