A construction method combining wooden formwork with pre-embedded screw positioning steel formwork in a building construction machine.

Abstract

This invention relates to a construction method that combines wooden formwork with steel formwork for positioning pre-embedded screws in a high-rise building construction machine. This method effectively addresses the issue encountered during the construction of super high-rise buildings where wooden formwork is often used for special structural parts such as curved shear walls and non-standard floor shear walls. However, wooden formwork has lower rigidity than steel formwork and is easily disturbed during construction, affecting construction quality and the safety of the high-rise building construction machine. The invention addresses this problem by using angle steel to connect the steel formwork body and the wooden formwork body into a single integral formwork. When constructing in special structural parts such as curved shear walls and non-standard floor shear walls, this method ensures that the pre-embedded screws of the high-rise building construction machine do not shift during concrete construction, guaranteeing the stability of the pre-embedded screw position. This solves the problem of pre-embedded screw displacement during construction, broadens the applicability of the high-rise building construction machine, has a wide range of applications, is relatively simple to construct, and is safe, efficient, and reliable.

Description

Technical Field

[0001] This invention relates to the technical field of super high-rise building construction, and in particular to a construction method that combines wooden formwork with pre-embedded screw positioning steel formwork in a building construction machine. Background Technology

[0002] Building construction machines are widely used as a new type of formwork system for super high-rise building construction. Their upper load is transferred to the shear wall through multiple supporting columns. The building construction machine columns and the shear wall transmit force through hangers fixed with pre-embedded bolts. Typically, during the shear wall reinforcement binding process, the positioning steel formwork for the building construction machine's pre-embedded bolts needs to be installed simultaneously with the pre-embedded bolts. However, during reinforcement binding, other formwork installation, and concrete pouring and vibration, the positioning steel formwork and the pre-embedded formwork are likely to become misaligned due to external construction influences. Misalignment of the pre-embedded bolts can cause the building construction machine to tilt after being lifted. Excessive misalignment may prevent the building construction machine from reaching its designated position. Therefore, the accuracy of the pre-embedded bolt positioning determines whether the building construction machine can operate normally.

[0003] During concrete pouring and vibration, steel formwork is often used as the positioning template for the pre-embedded screws of the building construction machine to ensure that the screws do not deviate or only deviate slightly. Steel formwork has high rigidity and strong resistance to external interference. However, in some special structural parts, such as curved shear walls and non-standard floor shear walls, wooden formwork is often used. Wooden formwork has lower rigidity than steel formwork and is easily affected by construction disturbances, which is not conducive to practical use. Therefore, this invention proposes a construction method that combines wooden formwork with steel formwork for positioning the pre-embedded screws of the building construction machine. This method can solve the problem of misalignment of the pre-embedded screws during construction, improve the overall construction quality and the safety of the building construction machine, and has certain economic benefits. Summary of the Invention

[0004] To address the issue described in the background art that, in some cases, special structural parts such as curved shear walls and non-standard floor shear walls are often constructed using wooden formwork, which has lower rigidity than steel formwork and is easily affected by construction disturbances, this invention provides a construction method that combines wooden formwork with steel formwork positioned by pre-embedded screws in a building construction machine.

[0005] This application provides a construction method that combines wooden formwork with pre-embedded screw positioning steel formwork in a building construction machine, employing the following technical solution:

[0006] A construction method for combining wooden formwork with pre-embedded screw positioning steel formwork in high-rise building construction includes the following steps:

[0007] Step 1: Determine the size, dimensions, and quantity of the pre-embedded screws based on the design calculation results, and perform hole drilling on the pre-embedded screw holes of the building machine positioning steel template body in the processing plant;

[0008] Step 2: Based on the climbing plan of the building machine and the plan layout of the column mounting base, locate the position of the pre-embedded screw of the building machine, tie the steel bars of the shear wall, and at the same time, according to the climbing plan and plan positioning, install the positioning steel template body of the pre-embedded screw of the building machine and the pre-embedded screw, and install the positioning steel template body of the pre-embedded screw of the building machine on the steel mesh of the shear wall.

[0009] Step 3: Install angle steel around the pre-embedded screw positioning steel template body of the building construction machine using pins to fix it into an integral structure;

[0010] Step 4: Install wooden formwork around the pre-embedded screw positioning steel formwork body of the building construction machine, ensuring that the wooden formwork body extends under the angle steel. Then, install tie rods between the angle steel and the wooden formwork body to form an integral formwork, thus completing the predetermined construction plan.

[0011] By adopting the above technical solution, angle steel is used to connect the steel template body and wooden template body of the building construction machine to form an integral template. This ensures the stability of the position of the pre-embedded screw rod when construction is carried out in some special structural parts, such as curved shear walls and non-standard floor shear walls, and solves the problem of the pre-embedded screw rod being misaligned during construction.

[0012] Preferably, the pre-embedded screw positioning steel template body of the building construction machine includes a rectangular steel plate, the pre-embedded screw hole of the building construction machine is opened on the rectangular steel plate, and several connecting pin holes are evenly opened on the four outer walls of the rectangular steel plate, and the pins are matched with the connecting pin holes.

[0013] By adopting the above technical solution, the installation position of the pre-embedded screw rod can be located by opening the pre-embedded screw rod hole in the rectangular steel plate, and the angle steel can be installed on the rectangular steel plate by connecting the pin hole and the pin.

[0014] Preferably, the angle steel includes a right-angle steel strip portion, which is located between the rectangular steel plate and the wooden template body. The right-angle steel strip portion has several mounting pin holes that are evenly distributed on the side near the rectangular steel plate and communicate with several connecting pin holes. The pins are matched with the mounting pin holes. The right-angle steel strip portion has several tie rod holes evenly distributed on the side near the wooden template body, and the tie rods are matched with the tie rod holes.

[0015] By adopting the above technical solution, the installation pin hole and the pin can be matched to fix the right angle steel bar part and the rectangular steel plate, and the tie rod hole and the tie rod can be matched to fix the right angle steel bar part and the wooden template body, ensuring the stability and accuracy of the connection between the right angle steel bar part and the wooden template body.

[0016] Preferably, one side of the rectangular steel plate is evenly connected with several pre-embedded screw reinforcement components by bolts. One end of the pre-embedded screw reinforcement component is connected to the pre-embedded screw hole of the building machine, and the pre-embedded screw passes through the interior of the pre-embedded screw reinforcement component.

[0017] By adopting the above technical solution, the pre-embedded screw reinforcement component can strengthen the fixation and stability of the pre-embedded screw, ensuring that the pre-embedded screw will not move or deform during the concrete pouring process.

[0018] Preferably, the inner wall of the right-angled steel strip is uniformly and fixedly connected with several triangular reinforcing steel plates.

[0019] By adopting the above technical solution, the triangular reinforcing steel plate can reinforce the right-angled steel bar section, thereby enhancing the stability and load-bearing capacity of the right-angled steel bar section.

[0020] Preferably, the rectangular steel plate has limit strips fixedly connected to all four outer walls, and the right-angled steel strip has a limit slot on the side near the rectangular steel plate, with the limit strip located inside the limit slot.

[0021] By adopting the above technical solution, the stability of the connection between the rectangular steel plate and the right-angled steel strip can be enhanced by inserting the limiting strip into the limiting slot.

[0022] Preferably, the pre-embedded screw reinforcement assembly includes a first arc-shaped mounting strip and a second arc-shaped mounting strip arranged symmetrically. One side of the first arc-shaped mounting strip and the second arc-shaped mounting strip is away from the rectangular steel plate and the second arc-shaped reinforcement plate. The first arc-shaped reinforcement plate and the second arc-shaped reinforcement plate are spliced ​​together. The pre-embedded screw is located inside the first arc-shaped reinforcement plate and the second arc-shaped reinforcement plate.

[0023] By adopting the above technical solution, the first arc-shaped mounting strip and the second arc-shaped mounting strip, together with the bolts, can be used to assemble and install the first arc-shaped reinforcing plate and the second arc-shaped reinforcing plate on the outside of the pre-embedded screw, which can play a certain role in reinforcing the connection between the pre-embedded screw and the rectangular steel plate.

[0024] Preferably, the first arc-shaped reinforcing plate and the second arc-shaped reinforcing plate are provided with several grooves evenly on the side away from the rectangular steel plate, and each groove is slidably connected to a sliding rod. The end of each sliding rod away from the groove is fixedly connected to a movable reinforcing hoop, and the pre-embedded screw passes through the interior of the movable reinforcing hoop.

[0025] By adopting the above technical solution, the sliding groove and the sliding rod can cooperate to install the movable reinforcing hoop on one side of the pre-embedded screw reinforcement component. The cooperation between the movable reinforcing hoop and the pre-embedded screw reinforcement component can enhance the limiting effect on the pre-embedded screw.

[0026] Preferably, the movable reinforcing hoop includes a first arc-shaped hoop and a second arc-shaped hoop arranged symmetrically. The first arc-shaped hoop and the second arc-shaped hoop are both fixedly connected to one end of several sliding rods. The first arc-shaped hoop and the second arc-shaped hoop are spliced ​​together. The pre-embedded screw is located inside the first arc-shaped hoop and the second arc-shaped hoop. The outer walls of both ends of the first arc-shaped hoop are fixedly connected to a first fixing plate. The outer walls of both ends of the second arc-shaped hoop are fixedly connected to a second fixing plate. The first fixing plate and the second fixing plate are connected by bolts.

[0027] By adopting the above technical solution, the first arc-shaped hoop and the second arc-shaped hoop can be joined together to encircle the pre-embedded screw, and the first fixing plate and the second fixing plate can be fixed by bolts, thereby restricting the joining position between the first arc-shaped hoop and the second arc-shaped hoop.

[0028] In summary, the present invention has the following beneficial technical effects:

[0029] 1. This construction method, which combines the wooden formwork with the pre-embedded screw positioning steel template of the building construction machine, involves installing the pre-embedded screw positioning steel template body during the binding of shear wall reinforcement, followed by the installation of the surrounding wooden template body. Angle steel is installed at the connection between the pre-embedded screw positioning steel template body and the wooden template body using pins and tie rods, thus forming an integral template. This ensures that the pre-embedded screw of the building construction machine does not deviate during the concrete construction process, especially in special structural parts such as curved shear walls and non-standard floor shear walls. It guarantees the stability of the pre-embedded screw position, solves the problem of pre-embedded screw deviation during construction, broadens the applicability of the building construction machine, and makes construction relatively simple, safe, efficient, and reliable.

[0030] 2. The construction method of using the wooden formwork with the pre-embedded screw positioning steel formwork of the building construction machine, with the matching of the connecting pin holes and the pins and the installation pin holes, can fix the rectangular steel plate and the right-angle steel bar. The matching of the tie rod holes and the tie rod can fix the right-angle steel bar and the wooden formwork body, ensuring the stability and accuracy of the connection between the right-angle steel bar and the wooden formwork body. The triangular reinforcement steel plate can enhance the stability and load-bearing capacity of the right-angle steel bar. By inserting the limiting strip into the limiting slot, the stability of the connection between the rectangular steel plate and the right-angle steel bar can be enhanced.

[0031] 3. The construction method of using the wooden formwork with the pre-embedded screw positioning steel template of the building construction machine, the first and second arc-shaped installation strips are set and bolted together to install the first and second arc-shaped reinforcing plates on the outside of the pre-embedded screw, which can play a certain role in reinforcing the connection between the pre-embedded screw and the rectangular steel plate. The sliding groove and sliding rod can install the first and second arc-shaped hoops on one side of the pre-embedded screw reinforcement component. By assembling the first and second arc-shaped hoops, the pre-embedded screw can be encircled. The bolts can fix the first and second fixing plates, thereby limiting the splicing position between the first and second arc-shaped hoops, thus limiting the position of the pre-embedded screw. Attached Figure Description

[0032] Figure 1 This is a schematic diagram of the overall structure of an embodiment of the present invention;

[0033] Figure 2 This is a schematic diagram of the main view structure in an embodiment of the present invention;

[0034] Figure 3 This is a partial cross-sectional view of the structure in an embodiment of the present invention;

[0035] Figure 4 This is a schematic diagram of the pre-embedded screw positioning steel template structure of the building construction machine in an embodiment of the present invention;

[0036] Figure 5 This is a schematic diagram of a partial structure of the angle steel in an embodiment of the present invention;

[0037] Figure 6 This is a schematic diagram of the pre-embedded screw reinforcement component and the movable reinforcement hoop structure in an embodiment of the present invention;

[0038] Figure 7 This is a schematic diagram of the pre-embedded screw reinforcement component structure in an embodiment of the present invention.

[0039] Explanation of reference numerals in the attached drawings: 1. Shear wall; 2. Steel template body for positioning pre-embedded screws in the building construction machine; 201. Rectangular steel plate; 202. Connecting pin hole; 3. Pre-embedded screw hole in the building construction machine; 4. Pin; 5. Angle steel; 501. Right-angle steel strip; 502. Installation pin hole; 503. Tie rod hole; 6. Tie rod; 7. Wooden template body; 8. Pre-embedded screw reinforcement component; 801. First arc-shaped installation strip; 802. Second arc-shaped installation strip; 803. First arc-shaped reinforcement plate; 804. Second arc-shaped reinforcement plate; 9. Limiting insert; 10. Limiting slot; 11. Triangular reinforcement steel plate; 12. Slide groove; 13. Slide rod; 14. Moving reinforcement hoop; 1401. First arc-shaped hoop; 1402. Second arc-shaped hoop; 1403. First fixing plate; 1404. Second fixing plate. Detailed Implementation

[0040] The following is in conjunction with the appendix Figure 1-7 The present invention will be described in further detail below.

[0041] Example 1

[0042] This invention discloses a construction method for using wooden formwork in conjunction with pre-embedded screw positioning steel formwork in a building construction machine. (Refer to...) Figure 1 , Figure 2 and Figure 3 This construction method, which combines wooden formwork with pre-embedded screw positioning steel formwork in high-rise building construction, addresses the issue that wooden formwork is often used in the construction of super high-rise buildings due to its lower rigidity compared to steel formwork. This makes it more susceptible to construction disturbances, affecting construction quality and the safety of the building construction machine.

[0043] Step 1: Determine the size, dimensions, and quantity of the embedded screws based on the design calculation results. Then, in the processing plant, drill holes for the embedded screw holes 3 on the steel template body 2 for positioning the embedded screws of the building machine. The size of the embedded screw holes 3 must ensure that the embedded screws can be installed and fixed.

[0044] Step 2: Based on the climbing plan of the building machine and the plan layout of the column mounting base, locate the position of the pre-embedded screw of the building machine, tie the steel bars of the shear wall 1, and at the same time, according to the climbing plan and plan positioning, install the pre-embedded screw positioning steel template 2 and the pre-embedded screw, and install the pre-embedded screw positioning steel template 2 on the steel mesh of the shear wall 1.

[0045] Step 3: Install angle steel 5 around the pre-embedded screw positioning steel template body 2 of the building machine using pins 4 to fix it into an integral structure. The side width of one side of the angle steel 5 is consistent with the side width of the pre-embedded screw positioning steel template body 2 of the building machine.

[0046] Step 4: Install wooden templates 7 around the pre-embedded screw positioning steel template 2 of the building construction machine, ensuring that the wooden templates 7 extend under the angle steel 5. Then, install tie rods 6 between the angle steel 5 and the wooden templates 7 to form an integral template, thus completing the predetermined construction plan.

[0047] In this embodiment, the accuracy of the pre-embedded screw installation of the building construction machine determines whether the machine can be successfully lifted. Based on the building construction machine's lifting plan and plan positioning, the pre-embedded screw positioning steel template 2 is installed during the reinforcement binding of the shear wall 1. Then, the surrounding wooden template 7 is installed. Angle steel 5 is used to fix the connection between the pre-embedded screw positioning steel template 2 and the wooden template 7. One side of the angle steel 5 is reinforced with a pin 4 to the pre-embedded screw positioning steel template 2, and the other side is reinforced with a tie rod 6 to the wooden template 7, thus forming an integral template. Therefore, when construction is carried out in some special structural parts, such as the curved shear wall 1 or the non-standard floor shear wall 1, it can be ensured that the pre-embedded screw of the building construction machine does not deviate during concrete construction, guaranteeing its positioning accuracy. This improves the overall construction quality and the safety of the building construction machine, making this application more suitable for practical use.

[0048] It should be further noted that during the concrete pouring process, construction should be carried out slowly near the pre-embedded screws of the building construction machine to minimize disturbance. When vibrating the concrete, vibration should be carried out around the pre-embedded screws to avoid direct contact between the vibrator and the screws, thus ensuring their positional stability.

[0049] In a further preferred embodiment of the invention, such as Figure 2 , Figure 3 and Figure 4 As shown, the pre-embedded screw positioning steel template body 2 of the building construction machine includes a rectangular steel plate 201. The pre-embedded screw holes 3 of the building construction machine are opened on the rectangular steel plate 201. Through the pre-embedded screw holes 3 opened on the rectangular steel plate 201, the installation position of the pre-embedded screw can be positioned. The holes 3 of the pre-embedded screw should match the position and number of the pre-embedded screw to ensure that the pre-embedded screw can be correctly positioned and fixed. Several connecting pin holes 202 are evenly opened on the outer walls of the rectangular steel plate 201. The pins 4 match the connecting pin holes 202. Through the cooperation of the connecting pin holes 202 and the pins 4, the angle steel 5 can be installed on the rectangular steel plate 201 to ensure that the connection between the rectangular steel plate 201 and the angle steel 5 is firm and reliable.

[0050] In a further preferred embodiment of the invention, such as Figure 2 , Figure 3 and Figure 5As shown, the angle steel 5 includes a right-angle steel bar portion 501. Several triangular reinforcing steel plates 11 are uniformly fixed to the inner wall of the right-angle steel bar portion 501. These triangular reinforcing steel plates 11 reinforce the right-angle steel bar portion 501, thereby enhancing its stability and load-bearing capacity and preventing deformation or displacement during concrete pouring. The right-angle steel bar portion 501 is located between the rectangular steel plate 201 and the wooden formwork body 7, serving as a connection and support. Several mounting pin holes 502, communicating with several connecting pin holes 202, are uniformly opened on the side of the right-angle steel bar portion 501 closest to the rectangular steel plate 201. The pins 4 are matched with the mounting pin holes 502, and the pins are installed... The nail hole 502 cooperates with the pin 4 to fix the right-angle steel strip 501 and the rectangular steel plate 201, ensuring the stability and accuracy of the connection between the right-angle steel strip 501 and the rectangular steel plate 201. Several tie rod holes 503 are evenly opened on the side of the right-angle steel strip 501 near the wooden template body 7. The tie rod 6 matches the tie rod hole 503. Through the cooperation of the tie rod hole 503 and the tie rod 6, the right-angle steel strip 501 and the wooden template body 7 can be fixed, ensuring the stability and accuracy of the connection between the right-angle steel strip 501 and the wooden template body 7. The design and use of these connection structures play a key role in the positioning of the pre-embedded screws during the construction process.

[0051] Furthermore, such as Figure 4 and Figure 5 As shown, the rectangular steel plate 201 has limit inserts 9 fixedly connected to all four outer walls. The right-angled steel bar 501 has a limit slot 10 on the side near the rectangular steel plate 201. The limit inserts 9 are located inside the limit slot 10. When the rectangular steel plate 201 is connected to the right-angled steel bar 501, the limit inserts 9 can be inserted into the limit slot 10, thereby enhancing the stability of the connection between the rectangular steel plate 201 and the right-angled steel bar 501.

[0052] Example 2

[0053] This embodiment is an improvement based on Embodiment 1, as detailed in the following example. Figure 1 , Figure 4 and Figure 6 As shown, several pre-embedded screw reinforcement components 8 are evenly connected to one side of the rectangular steel plate 201 by bolts. One end of the pre-embedded screw reinforcement component 8 is connected to the pre-embedded screw hole 3 of the building machine. The pre-embedded screw passes through the interior of the pre-embedded screw reinforcement component 8. The pre-embedded screw reinforcement component 8 can strengthen the fixation and stability of the pre-embedded screw, ensuring that the pre-embedded screw will not move or deform during the concrete pouring process, thereby improving the quality of the concrete structure.

[0054] The pre-embedded screw reinforcement assembly 8 includes a first arc-shaped mounting strip 801 and a second arc-shaped mounting strip 802 arranged symmetrically. One side of the first arc-shaped mounting strip 801 and the second arc-shaped mounting strip 802 is connected to the rectangular steel plate 201 by bolts. The first arc-shaped reinforcing plate 803 and the second arc-shaped reinforcing plate 804 are respectively fixedly connected to the side of the first arc-shaped mounting strip 801 and the second arc-shaped reinforcing plate 802 away from the rectangular steel plate 201. The first arc-shaped reinforcing plate 803 and the second arc-shaped reinforcing plate 804 are spliced ​​together. Through the cooperation of the first arc-shaped mounting strip 801 and the second arc-shaped mounting strip 802 with bolts, the first arc-shaped reinforcing plate 803 and the second arc-shaped reinforcing plate 804 can be spliced ​​and installed on the outside of the pre-embedded screw. The pre-embedded screw is located inside the first arc-shaped reinforcing plate 803 and the second arc-shaped reinforcing plate 804, thereby providing a certain degree of reinforcement to the connection between the pre-embedded screw and the rectangular steel plate 201.

[0055] Example 3

[0056] This embodiment is an improvement based on embodiment 2, please refer to the following for details. Figure 1 , Figure 6 and Figure 7 As shown, several grooves 12 are evenly provided on the side of the first arc-shaped reinforcing plate 803 and the second arc-shaped reinforcing plate 804 away from the rectangular steel plate 201. Sliding rods 13 are slidably connected inside the grooves 12. The grooves 12 can restrict the installation and movement of the sliding rods 13. A movable reinforcing hoop 14 is fixedly connected to one end of the sliding rods 13 away from the grooves 12. The movable reinforcing hoop 14 can be installed on one side of the pre-embedded screw reinforcing assembly 8 by the sliding rods 13. At the same time, the position of the movable reinforcing hoop 14 can be moved as needed. The pre-embedded screw passes through the interior of the movable reinforcing hoop 14. Thus, the movable reinforcing hoop 14 cooperates with the pre-embedded screw reinforcing assembly 8 to enhance the limiting effect on the pre-embedded screw.

[0057] The movable reinforcing hoop 14 includes a first arc-shaped hoop 1401 and a second arc-shaped hoop 1402 arranged symmetrically. The first arc-shaped hoop 1401 and the second arc-shaped hoop 1402 are both fixedly connected to one end of several sliding rods 13. The first arc-shaped hoop 1401 and the second arc-shaped hoop 1402 are spliced ​​together. The pre-embedded screw is located inside the first arc-shaped hoop 1401 and the second arc-shaped hoop 1402. By splicing the first arc-shaped hoop 1401 and the second arc-shaped hoop 1402, the pre-embedded screw can be encircled. The outer walls of both ends of the first arc-shaped hoop 1401 are fixedly connected to a first fixing plate 1403. The outer walls of both ends of the second arc-shaped hoop 1402 are fixedly connected to a second fixing plate 1404. The first fixing plate 1403 and the second fixing plate 1404 are connected by bolts, thereby limiting the splicing position between the first arc-shaped hoop 1401 and the second arc-shaped hoop 1402, thus limiting the pre-embedded screw.

[0058] The implementation principle of the construction method of using wooden formwork and pre-embedded screw positioning steel formwork in the building construction machine according to the present invention is as follows:

[0059] In use, the pre-embedded screw positioning steel template body 2 of the building construction machine is installed when the reinforcement of shear wall 1 is tied. Then, the surrounding wooden template body 7 is installed. The connection between the pre-embedded screw positioning steel template body 2 and the wooden template body 7 is fixed with angle steel 5. One side of the angle steel 5 is reinforced with the pre-embedded screw positioning steel template body 2 of the building construction machine with pins 4, and the other side is reinforced with tie rods 6 and the wooden template body 7, thus forming an integral template. Therefore, when construction is carried out in some special parts of the structure, such as the arc shear wall 1 or the non-standard floor shear wall 1, it can be ensured that the pre-embedded screw of the building construction machine will not be misaligned during the concrete construction process. This invention uses angle steel 5 to connect the pre-embedded screw positioning steel template body 2 and the wooden template body 7 of the building construction machine into an integral template, ensuring the stability of the position of the pre-embedded screw, solving the problem of the pre-embedded screw being misaligned during construction, broadening the applicability of the building construction machine, making the construction relatively simple, safe, efficient and reliable.

[0060] The above are all preferred embodiments of the present invention and are not intended to limit the scope of protection of the present invention. Therefore, all equivalent changes made in accordance with the structure, shape and principle of the present invention should be covered within the scope of protection of the present invention.

Claims

1. A construction method of a wooden mold and a building machine embedded screw rod positioning steel formwork, characterized in that, The construction method for using wooden formwork in conjunction with pre-embedded screw positioning steel formwork in high-rise building construction includes the following steps: Step 1: Determine the size, dimensions, and quantity of the pre-embedded screws based on the design calculation results, and perform hole processing (3) on the pre-embedded screw positioning steel template body (2) of the building machine in the processing plant; Step 2: According to the climbing plan of the building machine and the plan of the column bracket, locate the position of the pre-embedded screw of the building machine, tie the steel bars of the shear wall (1), and at the same time, according to the climbing plan and plan positioning, install the pre-embedded screw positioning steel template (2) and the pre-embedded screw of the building machine, and install the pre-embedded screw positioning steel template (2) on the steel mesh of the shear wall (1); Step 3: Install angle steel (5) around the pre-embedded screw positioning steel template body (2) of the building machine using pins (4) to fix it into an integral structure; Step 4: Install wooden templates (7) around the pre-embedded screw positioning steel template (2) of the building construction machine, and ensure that the wooden templates (7) extend under the angle steel (5). Then, install tie rods (6) between the angle steel (5) and the wooden templates (7) to form an integral template, and the predetermined construction plan can be completed.

2. The construction method for using wooden formwork and pre-embedded screw positioning steel formwork in conjunction with a building construction machine, as described in claim 1, is characterized in that: The pre-embedded screw positioning steel template body (2) of the building machine includes a rectangular steel plate (201). The pre-embedded screw hole (3) of the building machine is opened on the rectangular steel plate (201). Several connecting pin holes (202) are evenly opened on the outer walls of the rectangular steel plate (201). The pin (4) matches the connecting pin hole (202).

3. The construction method for using wooden formwork and pre-embedded screw positioning steel formwork in conjunction with a building construction machine, as described in claim 2, is characterized in that: The angle steel (5) includes a right-angle steel bar portion (501), which is located between the rectangular steel plate (201) and the wooden template body (7). The right-angle steel bar portion (501) has several mounting pin holes (502) that are connected to several connecting pin holes (202) evenly opened on the side of the right-angle steel bar portion (501) near the rectangular steel plate (201). The pins (4) are matched with the mounting pin holes (502). The right-angle steel bar portion (501) has several tie rod holes (503) evenly opened on the side of the right-angle steel bar portion (501) near the wooden template body (7). The tie rods (6) are matched with the tie rod holes (503).

4. The construction method for using wooden formwork and pre-embedded screw positioning steel formwork in conjunction with a building construction machine, as described in claim 2, is characterized in that: Several pre-embedded screw reinforcement components (8) are evenly connected to one side of the rectangular steel plate (201) by bolts. One end of the pre-embedded screw reinforcement component (8) is connected to the pre-embedded screw hole (3) of the building machine. The pre-embedded screw passes through the interior of the pre-embedded screw reinforcement component (8).

5. The construction method for using a wooden formwork and a pre-embedded screw positioning steel formwork in conjunction with a building construction machine, as described in claim 3, is characterized in that: Several triangular reinforcing steel plates (11) are uniformly fixedly connected to the inner wall of the right-angle steel bar part (501).

6. The construction method for using wooden formwork and pre-embedded screw positioning steel formwork in conjunction with a building construction machine, as described in claim 3, is characterized in that: Limiting inserts (9) are fixedly connected to the outer walls of the rectangular steel plate (201). A limiting slot (10) is opened on the side of the right-angled steel bar (501) near the rectangular steel plate (201). The limiting insert (9) is located inside the limiting slot (10).

7. The construction method for using a wooden formwork and a pre-embedded screw positioning steel formwork in conjunction with a building construction machine, as described in claim 4, is characterized in that: The pre-embedded screw reinforcement assembly (8) includes a first arc-shaped mounting strip (801) and a second arc-shaped mounting strip (802) arranged symmetrically. One side of the first arc-shaped mounting strip (801) and the second arc-shaped mounting strip (802) is connected to the rectangular steel plate (201) by bolts. The first arc-shaped mounting strip (801) and the second arc-shaped mounting strip (802) away from the rectangular steel plate (201) are respectively fixedly connected to a first arc-shaped reinforcement plate (803) and a second arc-shaped reinforcement plate (804). The first arc-shaped reinforcement plate (803) and the second arc-shaped reinforcement plate (804) are spliced ​​together. The pre-embedded screw is located inside the first arc-shaped reinforcement plate (803) and the second arc-shaped reinforcement plate (804).

8. The construction method for using wooden formwork with pre-embedded screw positioning steel formwork as described in claim 7, characterized in that: The first arc-shaped reinforcing plate (803) and the second arc-shaped reinforcing plate (804) are provided with several grooves (12) evenly on the side away from the rectangular steel plate (201). Each groove (12) is slidably connected with a sliding rod (13). One end of each sliding rod (13) away from the groove (12) is fixedly connected with a movable reinforcing hoop (14). The pre-embedded screw passes through the interior of the movable reinforcing hoop (14).

9. A construction method for using wooden formwork and pre-embedded screw positioning steel formwork in conjunction with a building construction machine, as described in claim 8, is characterized in that: The movable reinforcing hoop (14) includes a first arc-shaped hoop (1401) and a second arc-shaped hoop (1402) arranged symmetrically. The first arc-shaped hoop (1401) and the second arc-shaped hoop (1402) are both fixedly connected to one end of several sliding rods (13). The first arc-shaped hoop (1401) and the second arc-shaped hoop (1402) are spliced ​​together. The pre-embedded screw is located inside the first arc-shaped hoop (1401) and the second arc-shaped hoop (1402). The outer walls of both ends of the first arc-shaped hoop (1401) are fixedly connected to a first fixing plate (1403). The outer walls of both ends of the second arc-shaped hoop (1402) are fixedly connected to a second fixing plate (1404). The first fixing plate (1403) and the second fixing plate (1404) are connected by bolts.

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