Inclined reinforced concrete wall column construction device and construction method

Abstract

This application provides a construction device and method for inclined reinforced concrete wall columns. The inclined reinforced concrete wall column construction device includes a formwork structure, which comprises two formwork bodies. Several reinforcing members (Part 1 and Part 2) are arranged between the two formwork bodies. Reinforcing members 1 and 2 cooperate to reinforce the two formwork bodies. Connectors and a support mechanism are also provided between the two formwork bodies. The support mechanism is located on the inclined side of the two formwork bodies and is used for supporting and pulling the two formwork bodies. This application, through the provided support mechanism, uses a combination of support and pull, along with a fixing method involving the cooperation of fixing members 1 and 2, to support the two formwork bodies. This effectively prevents deformation of the formwork bodies, simplifies the formwork support construction process, reduces construction difficulty, and improves construction efficiency.

Description

Technical Field

[0001] This invention relates to the field of new energy, and more specifically, to a construction device and method for inclined reinforced concrete wall columns. Background Technology

[0002] With the development of the construction industry, building shapes are becoming increasingly complex, especially for large public and commercial buildings such as convention centers and shopping malls, which often have highly rigid inclined wall and column structures. Traditional formwork methods require large-scale, full-span scaffolding, which is difficult to operate, slow in material turnover, time-consuming and labor-intensive. It is also difficult to inspect and adjust the joints of inclined wall formwork, difficult to control the cross-sectional shape of inclined cylindrical columns, and the large inclination angle makes concrete construction difficult, easily leading to over-vibration or under-vibration, which greatly affects the molding effect of fair-faced concrete.

[0003] For example, Chinese invention patent CN112627434B discloses a "method for constructing complex V-shaped stiffened columns and irregular ring beams in large venues." Its description states that when the ring beam is located at a high position, the support frame is calculated as a high-support frame, using steel pipe and coupler-type scaffolding, and scissor bracing is installed. The angle of the scissor bracing is controlled between 45 and 60 degrees. Double or triple uprights are installed at the bottom of the beam, and U-shaped supports are used at the bottom of the beam to support the horizontal bars at the bottom of the beam. Square timber is used as secondary supports... The above patent can corroborate the deficiencies in the existing technology.

[0004] Therefore, we have made improvements to this and proposed a construction device and method for inclined reinforced concrete walls and columns. Summary of the Invention

[0005] The purpose of this invention is to address the problems of traditional formwork methods, such as the difficulty of constructing large-area full-span support scaffolding, slow material turnover, time and labor costs, difficulty in inspecting and adjusting the joints of inclined wall formwork, difficulty in controlling the shape of inclined cylindrical cross-sections, large inclination angles, difficulties in concrete construction, and the tendency to over-vibrate or under-vibrate, which greatly affect the molding effect of fair-faced concrete.

[0006] To achieve the above-mentioned objectives, the present invention provides an inclined reinforced concrete wall column construction device and construction method to improve the above-mentioned problems.

[0007] The application is as follows:

[0008] An inclined reinforced concrete wall column construction device includes a template structure, which comprises two template bodies. Several reinforcing components 1 and 2 are provided between the two template bodies. The reinforcing components 1 and 2 cooperate to reinforce the two template bodies. Connectors and a bracing mechanism are also provided between the two template bodies. The bracing mechanism is located on the inclined side of the two template bodies and is used for supporting and pulling the two template bodies.

[0009] As a preferred technical solution of this application, the first reinforcement component includes a plurality of reinforcing strips, which are respectively fixedly installed on the outer surfaces of the two template bodies; the second reinforcement component includes a plurality of reinforcing parts, which are all disposed between the two template bodies.

[0010] The reinforcement includes two support seats that are fixedly installed on the outside of the two template bodies respectively, and the support seats are fixedly connected to the first reinforcement strip. Each support seat is connected with the second reinforcement strip, and the two support seats are threaded with the first fixing bolt. One end of the first fixing bolt extends into the support seat and contacts the first reinforcement strip.

[0011] The connector includes several flat corner brackets that are fixedly installed on the two template bodies respectively. The flat corner brackets are located on the side of the joint between the two template bodies, and the flat corner brackets on the two template bodies are connected by bolts.

[0012] As a preferred technical solution of this application, the support and tension mechanism includes two bearing parts, which are respectively located on the two template bodies on opposite sides. The two bearing parts are used for supporting and tensioning the two template bodies respectively.

[0013] As a preferred technical solution of this application, the supporting part includes a column, a support is fixedly installed at the bottom of the column, the support has an installation hole, a plurality of connecting rings are sleeved on the outer surface of the column, a turnbuckle is hinged between the connecting ring and the support, a fixing bolt is threaded to one side of the connecting ring, and one end of the fixing bolt extends into the connecting ring and contacts the column.

[0014] As a preferred technical solution of this application, it also includes a guide rail, which is used to guide the vibrator when pouring concrete by placing it between two formwork bodies.

[0015] As a preferred technical solution of this application, it also includes an auxiliary mechanism, which is used to assist in adjusting the position of the vibrator when it is used, and after the vibration is completed, the auxiliary mechanism is used to assist in scraping the top concrete inside the formwork body. The auxiliary mechanism is also used in conjunction with the booster pump for the later curing of the concrete with adhesive.

[0016] As a preferred technical solution of this application, the auxiliary mechanism includes an adjusting pipe, two connecting plates are fixedly installed on both sides of the adjusting pipe, and a connecting pipe is rotatably connected between the two connecting plates on each side through a bearing. One end of the connecting pipe is open, and a connecting hose is fixedly connected between the open end of the connecting pipe and the adjusting pipe.

[0017] As a preferred technical solution of this application, hollow connecting seats are fixedly fitted on the outer surfaces of the two connecting pipes. A notch is opened on one side of the connecting pipe and located inside the hollow connecting seat. A scraper is fixedly connected to one side of the two hollow connecting seats. A hollow clamp is slidably connected inside the scraper. One end of the hollow clamp extends out of the scraper and is fixedly connected to the scraper. A screw hole is opened on both scrapers. A bolt is threaded between the two screw holes.

[0018] As a preferred technical solution of this application, each of the two hollow clamps is provided with an arc-shaped groove on one side, and a water spray nozzle is provided at the arc-shaped groove.

[0019] The construction method for inclined reinforced concrete walls and columns, using an inclined reinforced concrete wall and column construction device, includes:

[0020] Apply g / m film paper to the inside of the two template bodies, then put the two template bodies together and fix them with bolts and flat angle brackets. Loosen the fixing bolts and push the reinforcing strips to rotate, so that the ends of the two reinforcing strips that are close to each other are staggered from the joint of the two template bodies. Then tighten the fixing bolts and use expansion bolts to fix the two supports on both sides of the template body in the direction of inclination. Adjust the tightness of the turnbuckles so that the support and tensioning mechanism supports and pulls the template body. Add defoamer to the concrete at a ratio of .kg / m. Pour the entire slope in sections to the top, pouring in layers each time.

[0021] Before pouring, place the guide rail between the two formwork bodies, unscrew the bolts between the two screw holes, clamp the vibrator between the two hollow clamps and tighten the bolts, then hold the adjusting pipe and put the vibrator into the bottom along the guide rail. While vibrating, lift the guide rail together with the vibrator. During the process, use the auxiliary mechanism to adjust the position of the vibrator. Use a rubber mallet to tap the formwork ribs on the side of the formwork body for auxiliary vibration.

[0022] After vibration is complete, unscrew the bolts and rotate the hollow connecting seat. Push scraper two to retract the hollow clamp into scraper one. Then, hold the regulating pipe and scrape the top concrete level with scraper one and scraper two. After leveling, clean the concrete off the auxiliary mechanism. Pull the two scrapers two away from each other and connect the connection port to the booster pump through the pipe. Water enters the regulating pipe through the connection port, and then is transported to the connecting pipe one through the connecting hose. After passing through the connecting pipe one and the hollow connecting seat, it is transported to scraper one and then sprayed onto the concrete wall column through the spray nozzle to achieve the curing of the concrete column.

[0023] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0024] In the scheme of this application:

[0025] 1. To address the problems of traditional formwork methods in the prior art, such as the large-area construction of full-span scaffolding, difficult operation, slow material turnover, time and labor consumption, difficulty in inspecting and adjusting joints of inclined wall formwork, difficulty in controlling the cross-sectional shape of inclined cylindrical sections, large inclination angle, difficulty in concrete construction, and the tendency to over-vibrate or under-vibrate, which greatly affects the forming effect of fair-faced concrete, this application proposes a support and tension mechanism. This mechanism supports and tensions two main formwork bodies. The two main formwork bodies are supported by a combination of support and tension, as well as by the mutual cooperation of fixing component one and fixing component two. This effectively prevents deformation of the main formwork bodies, simplifies the formwork support construction process, reduces construction difficulty, and improves construction efficiency.

[0026] 2. The guide rail and auxiliary mechanism can adjust the position of the vibrator during use, so that the concrete is vibrated at an angle evenly and smoothly;

[0027] 3. Optimize the layout of the main body of the template. The support mechanism is set to avoid the joints of the main body of the template. Flat corner brackets are used to connect and fix the joints of the main body of the template, which facilitates the inspection and fine-tuning of the joints. Attached Figure Description

[0028] Figure 1 A structural schematic diagram of the inclined reinforced concrete wall and column construction device provided in this application;

[0029] Figure 2 Provided for this application Figure 1 Enlarged structural diagram at point A in the middle;

[0030] Figure 3 A schematic diagram of the template structure provided in this application;

[0031] Figure 4 A front view structural schematic diagram of the inclined reinforced concrete wall and column construction device provided in this application;

[0032] Figure 5 A front view structural diagram of the template structure provided in this application;

[0033] Figure 6 This is a schematic diagram of the guide rail provided in this application;

[0034] Figure 7 A structural diagram of the auxiliary mechanism provided in this application;

[0035] Figure 8 This is a structural schematic diagram of the scraper II provided in this application;

[0036] Figure 9 A structural diagram of the auxiliary mechanism provided in this application for leveling concrete;

[0037] Figure 10A schematic diagram of the auxiliary mechanism provided in this application during watering;

[0038] Figure 11 This is a cross-sectional structural diagram of the scraper provided in this application.

[0039] The image shows:

[0040] 1. Template structure; 101. Template body; 102. Reinforcing strip one; 103. Support base; 104. Reinforcing strip two; 105. Fixing bolt one; 106. Flat angle bracket;

[0041] 2. Support mechanism; 201. Column; 202. Support; 203. Connecting ring; 204. Fixing bolt two; 205. Turnbuckle;

[0042] 3. Guide rail;

[0043] 4. Auxiliary mechanism; 401. Adjusting pipe; 402. Connecting plate; 403. Connecting pipe one; 404. Hollow connecting seat; 405. Scraper one; 406. Hollow clamping plate; 407. Scraper two; 408. Screw hole; 409. Spray nozzle; 410. Connecting hose; 411. Connecting port. Detailed Implementation

[0044] To enable those skilled in the art to better understand the present invention, the technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present invention. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort should fall within the scope of protection of the present invention.

[0045] As described in the background art, traditional formwork methods involve erecting large-area full-span support scaffolding, which is difficult to operate, slow in material turnover, time-consuming and labor-intensive, difficult to inspect and adjust the joints of inclined wall formwork, difficult to control the shape of inclined cylindrical cross-sections, large inclination angle, difficult concrete construction, and prone to over-vibration or under-vibration, which greatly affects the molding effect of fair-faced concrete.

[0046] To solve this technical problem, the present invention provides an inclined reinforced concrete wall column construction device and construction method.

[0047] For details, please refer to Figure 1-5 The construction device for inclined reinforced concrete walls and columns specifically includes:

[0048] Template structure 1 includes two template bodies 101. Several reinforcing parts 1 and 2 are provided between the two template bodies 101. Reinforcing parts 1 and 2 work together to reinforce the two template bodies 101. Connecting parts and a support mechanism 2 are also provided between the two template bodies 101. The support mechanism 2 is located on the inclined side of the two template bodies 101 and is used for supporting and pulling the two template bodies 101.

[0049] The inclined reinforced concrete wall column construction device provided by this invention uses a support and tension mechanism 2 to support and pull two formwork bodies 101. The two formwork bodies 101 are supported by a combination of support and tension and a fixing method in which fixing component one and fixing component two cooperate with each other. This can effectively prevent the formwork bodies 101 from deforming, simplify the construction process of the formwork bodies 101, reduce construction difficulty, and improve construction efficiency.

[0050] To enable those skilled in the art to better understand the present invention, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings.

[0051] It should be noted that, unless otherwise specified, the embodiments and features and technical solutions in the present invention can be combined with each other.

[0052] It should be noted that similar labels and letters in the following figures indicate similar items. Therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures.

[0053] Example 1

[0054] Please refer to Figure 1-5 An inclined reinforced concrete wall column construction device includes a template structure 1, which includes two template bodies 101. Several reinforcing parts 1 and 2 are provided between the two template bodies 101. The reinforcing parts 1 and 2 work together to reinforce the two template bodies 101. Connectors and a bracing mechanism 2 are also provided between the two template bodies 101. The bracing mechanism 2 is located on the inclined side of the two template bodies 101 and is used for supporting and pulling the two template bodies 101.

[0055] Furthermore, such as Figure 1-5As shown, the first reinforcement component includes several reinforcing strips 102, which are fixedly installed on the outer surfaces of the two template bodies 101. The reinforcement strips 102 can reinforce the outer side of the template body 101, thereby improving the strength of the template body 101. The second reinforcement component includes several reinforcing parts, which are all arranged between the two template bodies 101. The reinforcement parts can improve the firmness of the two template bodies 101 after they are spliced ​​together.

[0056] The reinforcement includes two support seats 103, which are respectively fixedly installed on the outside of the two template bodies 101. The support seats 103 are fixedly connected to the first reinforcing strip 102. A second reinforcing strip 104 is inserted through each support seat 103. The second reinforcing strip 104 is arc-shaped. After the two template bodies 101 are spliced ​​together, the second reinforcing strip 104 is rotated so that the joint of the two second reinforcing strips 104 is misaligned with the joint of the two template bodies 101. At this time, the two second reinforcing strips 104 can be connected to the support seats 103. The fixing bolt 105 is used to reinforce the connection between the two template bodies 101, thereby improving the stability of the connection between the two template bodies 101. The two support seats 103 are threaded with fixing bolts 105. One end of the fixing bolt 105 extends into the support seat 103 and contacts the reinforcing strip 102. The fixing bolt 105 can fix the position of the reinforcing strip 104. Loosening the fixing bolt 105 can adjust the position of the reinforcing strip 104.

[0057] The connector includes several flat corner brackets 106 that are respectively fixedly installed on the two template bodies 101. The flat corner brackets 106 are located on the side of the joint between the two template bodies 101, and the flat corner brackets 106 on the two template bodies 101 are connected by bolts. The two template bodies 101 can be fixed together by the cooperation of the bolts and the flat corner brackets 106.

[0058] Example 2

[0059] The inclined reinforced concrete wall and column construction device provided in Example 1 has been further optimized, specifically, as follows: Figure 1 and Figure 4 As shown, the support mechanism 2 includes two bearing parts, which are respectively located on the two template bodies 101 on opposite sides. The two bearing parts are used to support and pull the two template bodies 101 respectively. The template body 101 is supported by a combination of support and tension, which ensures the structural shape and reduces the construction difficulty.

[0060] Furthermore, such as Figure 1 and Figure 4As shown, the supporting part includes a column 201, and a support 202 is fixedly installed at the bottom of the column 201. The support 202 has a mounting hole, and the support 202 can be fixed to the foundation by passing an expansion bolt through the mounting hole. Several connecting rings 203 are sleeved on the outer surface of the column 201. Turnbuckles 205 are hinged between the connecting rings 203 and the support base 103. A fixing bolt 204 is threadedly connected to one side of the connecting ring 203. One end of the fixing bolt 204 extends into the connecting ring 203 and contacts the column 201.

[0061] Furthermore, such as Figure 1 and Figure 6 As shown, it also includes a guide rail 3, which is placed between the two formwork bodies 101 to guide the vibrator when pouring concrete. Placing the vibrator in the guide rail 3 and moving it along the guide rail 3 into the formwork body 101 facilitates the placement of the vibrator.

[0062] Furthermore, such as Figure 7-11 As shown, it also includes an auxiliary mechanism 4, which is used to assist in adjusting the position of the vibrator when it is used, and after the vibration is completed, the auxiliary mechanism 4 is used to assist in scraping the top concrete inside the formwork body 101. The auxiliary mechanism 4 is also used in conjunction with the booster pump for the later curing of the concrete with adhesive.

[0063] Furthermore, such as Figure 7-11 As shown, the auxiliary mechanism 4 includes an adjusting pipe 401. Two connecting plates 402 are fixedly installed on both sides of the adjusting pipe 401. A connecting pipe 403 is rotatably connected between the two connecting plates 402 on each side via a bearing. One end of the connecting pipe 403 is open, and a connecting hose 410 is fixedly connected between the open end of the connecting pipe 403 and the adjusting pipe 401. Water enters the connecting hose 410 from the adjusting pipe 401 and then enters the connecting pipe 403.

[0064] Furthermore, such as Figure 7-11 As shown, hollow connecting seats 404 are fixedly fitted on the outer surfaces of the two connecting pipes 403. A notch is opened on one side of the connecting pipe 403 and located inside the hollow connecting seat 404. A scraper 405 is fixedly connected to one side of each of the two hollow connecting seats 404. The scraper 405 is hollow and a hollow clamping plate 406 is slidably connected inside the scraper 405. Water in the connecting pipe 403 enters the hollow connecting seat 404 through the notch, then flows into the scraper 405 through the hollow connecting seat 404, and then flows into the hollow clamping plate 406 through the scraper 405. One end of the hollow clamping plate 406 extends out of the scraper 405 and is fixedly connected to a scraper 407. Screw holes 408 are opened on both scrapers 407. A bolt is threaded between the two screw holes 408. By tightening the bolt, the two scrapers 407 can be brought closer to each other, so that the two hollow clamping plates 406 can clamp the vibrator.

[0065] Furthermore, such as Figure 8 As shown, each of the two hollow clamping plates 406 has an arc-shaped groove on one side. The arc-shaped groove can be adapted to the vibrator, so that when the vibrator is clamped between the two hollow clamping plates 406, it can block the water spray nozzle 409. The water spray nozzle 409 is opened at the arc-shaped groove, and the water in the hollow clamping plate 406 is sprayed out from the water spray nozzle 409.

[0066] Example 3

[0067] The construction method for inclined reinforced concrete walls and columns, using an inclined reinforced concrete wall and column construction device, includes:

[0068] A 130g / m2 film paper is used to cover the inside of the two template bodies 101. Then, the two template bodies 101 are put together and fixed with bolts and flat corner brackets 106. Loosen the fixing bolt 105 and push the reinforcing strip 2 104 to rotate so that the ends of the two reinforcing strips 2 104 that are close to each other are staggered from the joint of the two template bodies 101. Then tighten the fixing bolt 105 and use expansion bolts to fix the two supports 202 on both sides of the template body 101 in the inclined direction. Adjust the tightness of the turnbuckle 205 so that the support and tensioning mechanism 2 supports and pulls the template body 101. Add defoamer to the concrete at a ratio of 0.01kg / m3. Pour the entire slope in sections to the top, pouring in layers each time.

[0069] Before pouring, place the guide rail 3 between the two formwork bodies 101, unscrew the bolts between the two screw holes 408, clamp the vibrator between the two hollow clamping plates 406, and then tighten the bolts. (For ease of understanding...) Figure 7 Mark the position of the vibrator with D in the middle, then hold the adjusting tube 401 and put the vibrator into the bottom along the guide rail 3. While vibrating, lift the guide rail 3 together with the vibrator. During the process, use the auxiliary mechanism 4 to adjust the position of the vibrator. Use a rubber mallet to tap the template ribs on the side of the template body 101 for auxiliary vibration.

[0070] After vibration is complete, unscrew the bolts and rotate the hollow connecting seat 404. Push scraper 2 407 to retract the hollow clamp 406 into scraper 1 405. Then hold the regulating pipe 401 and scrape the top concrete level through scraper 1 405 and scraper 2 407. After leveling, clean the concrete off the auxiliary mechanism 4. Pull the two scrapers 2 407 away from each other. Connect the connection port 411 to the booster pump through the pipe. Water enters the regulating pipe 401 through the connection port 411 and is then transported to the connecting pipe 1 403 through the connecting hose 410. It is then transported to scraper 1 405 through the connecting pipe 1 403 and the hollow connecting seat 404, and finally sprayed onto the concrete wall column through the spray nozzle 409 to achieve the curing of the concrete column.

[0071] In the present invention, unless otherwise specified or limited, the terms "installed," "connected," "connect," "fixed," etc. should be understood in a broad sense. For example, they can refer to fixed connection, detachable connection, or integration; mechanical connection, electrical connection, or communication; direct connection or indirect connection through an intermediate medium; internal communication between two elements or interaction between two elements, unless otherwise specified. Those skilled in the art will understand the specific meanings of the above terms in the present invention based on specific circumstances.

[0072] Obviously, the embodiments described above are merely some embodiments of the present invention, not all embodiments. The accompanying drawings show preferred embodiments of the present invention, but do not limit the patent scope of the present invention. The present invention can be implemented in many different forms; rather, these embodiments are provided to provide a more thorough and complete understanding of the disclosure of the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing specific embodiments, or make equivalent substitutions for some of the technical features. Any equivalent structures made using the content of this specification and drawings, directly or indirectly applied to other related technical fields, are similarly within the patent protection scope of this invention.

Claims

1. An inclined reinforced concrete wall and column construction device, characterized in that, The system includes a template structure (1), a guide rail (3), and an auxiliary mechanism (4). The template structure (1) includes two template bodies (101). Several reinforcing members 1 and 2 are provided between the two template bodies (101). The reinforcing members 1 and 2 work together to reinforce the two template bodies (101). A connector and a support mechanism (2) are also provided between the two template bodies (101). The support mechanism (2) is located on the inclined side of the two template bodies (101) and is used for supporting and pulling the two template bodies (101). The guide rail (3) is placed between two formwork bodies (101) during concrete pouring to guide the vibrator. The auxiliary mechanism (4) is used to assist in adjusting the position of the vibrator when it is used, and after the vibration is completed, the auxiliary mechanism (4) is used to assist in leveling the top concrete inside the formwork body (101). The auxiliary mechanism (4) is also used in conjunction with the booster pump for watering and curing the concrete in the later stage. The auxiliary mechanism (4) includes an adjusting pipe (401). Two connecting plates (402) are fixedly installed on both sides of the adjusting pipe (401). A connecting pipe (403) is rotatably connected between the two connecting plates (402) on each side through a bearing. One end of the connecting pipe (403) is open, and a connecting hose (410) is fixedly connected between the open end of the connecting pipe (403) and the adjusting pipe (401). Hollow connecting seats (404) are fixedly fitted on the outer surfaces of the two connecting pipes (403). A notch is opened on one side of the connecting pipe (403) and located inside the hollow connecting seat (404). A scraper (405) is fixedly connected to one side of the two hollow connecting seats (404). A hollow clamp (406) is slidably connected inside the scraper (405). One end of the hollow clamp (406) extends out of the scraper (405) and is fixedly connected to a scraper (407). A screw hole (408) is opened on both scrapers (407). A bolt is threaded between the two screw holes (408). Both hollow clamps (406) have an arc-shaped groove on one side, and a water spray nozzle (409) is provided at the arc-shaped groove.

2. The inclined reinforced concrete wall and column construction device according to claim 1, characterized in that, The first reinforcement component includes several reinforcing strips (102), which are respectively fixedly installed on the outer surfaces of the two template bodies (101). The second reinforcement component includes several reinforcing parts, which are all arranged between the two template bodies (101). The reinforcement includes two support seats (103) that are fixedly installed on the outside of the two template bodies (101), and the support seats (103) are fixedly connected to the first reinforcement strip (102). Each support seat (103) is connected with a second reinforcement strip (104), and both support seats (103) are threaded with a first fixing bolt (105). One end of the first fixing bolt (105) extends into the support seat (103) and contacts the first reinforcement strip (102). The connector includes several flat corner brackets (106) that are respectively fixedly installed on the two template bodies (101). The flat corner brackets (106) are located on the side of the joint between the two template bodies (101), and the flat corner brackets (106) on the two template bodies (101) are connected by bolts.

3. The inclined reinforced concrete wall and column construction device according to claim 2, characterized in that, The support mechanism (2) includes two bearing parts, which are respectively located on the opposite side of the two template bodies (101) and are used for supporting and pulling the two template bodies (101).

4. The inclined reinforced concrete wall and column construction device according to claim 3, characterized in that, The supporting part includes a column (201), and a support (202) is fixedly installed at the bottom of the column (201). The support (202) has an installation hole. Several connecting rings (203) are sleeved on the outer surface of the column (201). A turnbuckle (205) is hinged between the connecting ring (203) and the support base (103). A fixing bolt (204) is threaded to one side of the connecting ring (203). One end of the fixing bolt (204) extends into the connecting ring (203) and contacts the column (201).

5. A construction method for inclined reinforced concrete walls and columns, using the inclined reinforced concrete wall and column construction device as described in claim 4, characterized in that... include: The two template bodies (101) are covered with 130g / m2 film paper. The two template bodies (101) are then put together and fixed with bolts and flat corner brackets (106). The fixing bolt one (105) is loosened and the reinforcing strip two (104) is pushed to rotate so that the ends of the two reinforcing strip two (104) that are close to each other are staggered from the joint of the two template bodies (101). Then the fixing bolt one (105) is tightened and the two supports (202) are fixed on both sides of the template body (101) in the tilt direction using expansion bolts. The tightness of the turnbuckle (205) is adjusted so that the support and tensioning mechanism (2) supports and pulls the template body (101). Defoamer is added to the concrete at a ratio of 0.01kg / m3. The entire slope is poured in sections to the top, and each layer is poured. Before pouring, place the guide rail (3) between the two template bodies (101), unscrew the bolts between the two screw holes (408), clamp the vibrator between the two hollow clamps (406) and tighten the bolts, then hold the adjusting tube (401) and put the vibrator into the bottom along the guide rail (3), while vibrating, lift the guide rail (3) together with the vibrator, use the auxiliary mechanism (4) to adjust the position of the vibrator during the process, and use a rubber mallet to tap the template ribs on the side of the template body (101) for auxiliary vibration; After vibration is completed, unscrew the bolts and rotate the hollow connecting seat (404). Push scraper two (407) to make the hollow clamp (406) retract into scraper one (405). Then hold the regulating pipe (401) and scrape the top concrete through scraper one (405) and scraper two (407). After scraping is completed, clean the concrete on the auxiliary mechanism (4). Pull the two scraper two (407) away from each other. Connect the connection port (411) to the booster pump through the pipe. Water enters the regulating pipe (401) through the connection port (411) and is then transported to the connection pipe one (403) through the connecting hose (410). It is then transported to the scraper one (405) through the connection pipe one (403) and the hollow connecting seat (404) and then sprayed out onto the concrete wall column through the spray nozzle (409) to achieve the curing of the concrete column.

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