CN116335406A - Equipment and method for inserting tendons in truss-stiffened multi-cavity steel plate composite shear walls - Google Patents

Abstract

The invention discloses dowel bar equipment and a method for a truss stiffening multi-cavity steel plate composite shear wall, which comprise a base, wherein universal wheels are respectively and fixedly arranged at four corners of the lower wall of the base, upright posts are respectively and fixedly arranged at two sides of the top of the base, a cross beam is arranged between the two upright posts, a lifting mechanism for lifting and adjusting the cross beam is arranged on the upright posts, a limiting mechanism for lifting and lowering the cross beam is arranged between the cross beam and the upright posts, and a measuring mechanism for measuring the height of the cross beam is arranged on the base.

Description

Equipment and method for inserting tendons in truss-stiffened multi-cavity steel plate composite shear walls

technical field

The invention relates to the technical field of prefabricated building installation, in particular to a bar insertion device and method for a truss-stiffened multi-cavity steel plate combined shear wall.

Background technique

With the development of prefabricated buildings, truss-stiffened multi-cavity steel plate composite shear walls have been effectively applied. Truss-stiffened multi-cavity steel plate composite shear walls have the advantages of both cast-in-place concrete structures and precast concrete structures. The cavity allows the components to have a larger operating space than traditional prefabricated shear walls during positioning and installation. However, in actual construction, the insertion ribs will still collide with the tie bars between the two blades of the component due to problems such as misalignment, resulting in the lifting of the component. Difficulty in positioning hinders the development of the next step, thereby affecting the construction progress. In order to solve this problem, a prefabricated double-sided laminated shear wall insertion positioning device has appeared on the market. The insertion positioning device is mainly composed of two positioning Composed of a board and a plurality of positioning pieces, the inserting bar is placed between two adjacent positioning pieces, and the positioning of the inserting bar is realized by moving the distance between the two positioning pieces;

However, the existing truss-stiffened multi-cavity steel plate composite shear wall has incomplete positioning effect, and it is not convenient to laterally locate the inserted bars. The fast adjustment and fixing of the sheet cannot meet the needs of use. Therefore, we propose a reinforcement equipment and method for truss-stiffened multi-cavity steel plate composite shear walls to solve the above problems.

Contents of the invention

(1) Solved technical problems

Aiming at the deficiencies of the prior art, the present invention provides equipment and methods for inserting ribs in truss-stiffened multi-cavity steel plate composite shear walls. By positioning the inserting bars up and down and left and right, the comprehensiveness of the positioning of the inserting bars is improved to meet the Use requirements, solve the existing truss-stiffened multi-cavity steel plate composite shear wall, the positioning effect of the inserted ribs is not comprehensive, it is not convenient to laterally position the inserted ribs, and there is still a phenomenon of left-right deviation of the inserted ribs during use , and it is not convenient to quickly adjust and fix the positioning piece, which cannot meet the needs of use.

(2) Technical solution

In order to achieve the above object, the present invention is achieved through the following technical solutions: the bar insertion equipment for truss-stiffened multi-cavity steel plate composite shear wall includes a base, the four corners of the lower wall of the base are respectively fixed with universal wheels, and the base Columns are fixedly installed on both sides of the top, and a beam is arranged between the two columns, and a lifting mechanism for adjusting the lifting of the beam is arranged on the column, and a limit when the beam is lifted and lowered is arranged between the beam and the column. Mechanism, the base is provided with a measuring mechanism for measuring the height of the crossbeam, the top of the crossbeam is fixedly installed with a plurality of fixed seats, the top of the fixed seats is movably installed with a U-shaped frame, and the inner side of the U-shaped frame Two clamping plates are provided, and the clamping plates include a straight plate and an arc-shaped plate fixedly connected together, and the clamping plate is adjusted horizontally by a horizontal adjustment mechanism provided on the U-shaped frame, and the beam is provided with A vertical adjustment mechanism for adjusting the height of the yoke frame, and a controller for controlling the power components of the equipment is fixedly installed on the column.

Preferably, the lifting mechanism includes a sawtooth plate fixedly installed on the column and gears respectively rotatably installed at both ends of the crossbeam, the gears are meshed with the teeth of the sawtooth plate, and the gears are driven to rotate by a driving mechanism.

Preferably, the driving mechanism includes a rotating shaft fixedly installed at the central axis of the gear, the rotating shaft is fixedly installed at the output end of the motor, and the motor is fixedly installed on the beam.

Preferably, the limiting mechanism includes a limiting sleeve fixedly installed at both ends of the beam and a first limiting rod fixedly installed on one side of the column, the limiting sleeve is movably sleeved on the first limiting rod superior.

Preferably, the measuring mechanism includes a scale fixed on the column and an electric telescopic rod fixed on both sides of the top of the beam, and a laser level is fixed on the top of the electric telescopic rod.

Preferably, the horizontal adjustment mechanism includes a bearing fixedly installed on one side of the straight plate, a first threaded rod is rotatably mounted on the bearing, and the first threaded rod is threaded into a threaded hole provided on the U-shaped frame, so that The two sides of the bearing are respectively fixedly equipped with second limit rods, and the second limit rods are movably inserted into the limit holes provided on the U-shaped frame.

Preferably, the vertical adjustment mechanism includes a threaded barrel fixedly installed at the bottom of the U-shaped frame, the cross section of the threaded barrel is rectangular, the bottom of the threaded barrel is threaded with a second threaded rod, and the second threaded rod A rotating handle is fixedly installed at the bottom, a through groove for the threaded cylinder to be clamped is opened inside the fixed seat, and a through groove for the second threaded rod is opened inside the crossbeam.

Preferably, a storage battery for supplying power to the electrical components of the equipment is fixedly installed on the column.

The present invention also discloses a method for inserting bars of a bar inserting device for a truss-stiffened multi-cavity steel plate composite shear wall, which specifically includes the following steps:

S1, start the rotating shaft to drive the motor to rotate to drive the gear to rotate, and use the gear to mesh with the teeth of the sawtooth plate to drive the crossbeam up and down to the bottom of the fixed point of the rib;

S2, place the inserting bar between the two clamping plates, fix the inserting bar through the arc-shaped plate, and rotate the first threaded rods on both sides of the U-shaped frame respectively, and use the first threaded rod to thread the threaded hole Make fine adjustments to the horizontal position of the two clamping plates, so as to laterally position the ribs;

S3, manually turn the turning handle to drive the second threaded rod to rotate, use the second threaded rod and the threaded cylinder at the bottom of the U-shaped frame to drive the threaded cylinder to rise and fall, and then drive the height of the U-shaped frame to adjust the height of the ribs placed on the clamping plate. Fine-tuning for vertical positioning of the inserts.

Preferably, during the fine-tuning process of the height of the ribs, the electric telescopic rod is started to drive the laser level up and down. When the laser level is used to irradiate the laser and the ribs are at the same level, the laser level and the scale are used to cooperate with each other to achieve accurate measurement of the positioning height of the ribs.

Beneficial effect

The invention provides a bar insertion device and method for a truss-stiffened multi-cavity steel plate composite shear wall. Compared with the prior art, it has the following beneficial effects:

(1) The equipment and method for inserting ribs of the truss-stiffened multi-cavity steel plate composite shear wall can be used to adjust the lifting mechanism by setting the lifting mechanism on both sides of the beam, and the clamping plate for fixing the ribs is arranged above the beam, and then The height of the rib can be adjusted. By setting a vertical adjustment mechanism on the beam, turning the handle drives the second threaded rod to rotate, and uses the threaded cylinder and the second threaded rod to drive the threaded cylinder to move up and down, and then drives the yoke frame. The height of the ribs fixed in the upper clamping plate is fine-tuned, so as to realize the up and down positioning adjustment of the ribs of the clamping plate, the adjustment is convenient, and the positioning requirements of the ribs are met.

(2) The bar insertion equipment and method for the truss-stiffened multi-cavity steel plate composite shear wall, the clamping plate used to fix the bar is arranged on the inner side of the U-shaped frame, and the U-shaped frame is provided with a horizontal adjustment mechanism, through the arc The shaped plate fixes the ribs, and at the same time, by rotating the first threaded rods on both sides of the 匚-shaped frame respectively, the horizontal position of the two clamping plates can be fine-tuned by using the first threaded rod and the threaded hole threaded connection, so that the clamping The ribs on the inner side of the board are positioned laterally, and the two clamping plates are set to be separated and can be adjusted horizontally separately. On the one hand, it can meet the needs of fixing ribs of different specifications; The adjustment is convenient to meet the positioning requirements of the inserted ribs and avoid the left and right deviation of the inserted ribs.

(3) The bar insertion equipment and method for the truss-stiffened multi-cavity steel plate composite shear wall, the electric telescopic rod is fixedly installed on the beam, the laser level is fixedly installed on the top of the electric telescopic rod, and the scale is fixedly installed on the column. In the process of fine-tuning the rib height, start the electric telescopic rod to drive the laser level up and down. When the laser level is irradiated with laser and the ribs are adjusted to the same level, then use the laser level and the scale to realize the current alignment of the ribs by observing the laser irradiation on the scale. Accurate measurement of the positioning height improves the positioning accuracy of the insertion bar and meets the needs of use.

Description of drawings

Fig. 1 is a schematic diagram of the overall structure of the present invention;

Fig. 2 is the structural representation of driving mechanism of the present invention;

Fig. 3 is a schematic diagram of the local structure of Fig. 1 of the present invention;

Fig. 4 is a structural schematic diagram of the separation of the U-shaped frame and the fixing seat of the present invention;

Fig. 5 is a schematic diagram of the enlarged structure at A in Fig. 3 of the present invention;

Fig. 6 is the schematic diagram of enlarged structure at B place in Fig. 3 of the present invention;

Fig. 7 is a schematic diagram of the overall structure of the limiting mechanism of the present invention;

Fig. 8 is a schematic diagram of the overall structure of the U-shaped frame of the present invention;

Fig. 9 is a schematic diagram of the overall structure of the clamping plate of the present invention;

Fig. 10 is a schematic diagram of circuit signal connection of the present invention.

In the figure, 1. base; 2. universal wheel; 3. column; 4. crossbeam; 5. lifting mechanism; 51. sawtooth plate; 52. gear; 53. driving mechanism; Limit mechanism; 61, first limit rod; 62, limit sleeve; 7, measuring mechanism; 71, scale; 72, laser level; 73, electric telescopic rod; 8, fixed seat; ; 10, clamping plate; 101, straight plate; 102, arc plate; 11, level adjustment mechanism; 111, bearing; 112, the first threaded rod; 113, threaded hole; 114, the second limit rod; Position hole; 12, vertical adjustment mechanism; 121, threaded barrel; 122, second threaded rod; 123, turning handle; 13, controller; 14, accumulator.

Detailed ways

The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

Please refer to Figure 1-10, the embodiment of the present invention provides two technical solutions:

Embodiment one:

The bar insertion equipment for truss-stiffened multi-cavity steel plate combined shear walls includes a base 1, universal wheels 2 are fixedly installed on the four corners of the lower wall of the base 1, columns 3 are fixedly installed on both sides of the top of the base 1, and two columns 3 is provided with a beam 4, the column 3 is provided with a lifting mechanism 5 for lifting and adjusting the beam 4, a limit mechanism 6 is provided between the beam 4 and the column 3 when the beam 4 is lifted, and the base 1 is provided with a counter beam 4 The measuring mechanism 7 for measuring the height, the top of the crossbeam 4 is fixedly equipped with a plurality of fixed seats 8, and the top of the fixed seats 8 is movably installed with a U-shaped frame 9, and the inner side of the U-shaped frame 9 is provided with two clamping plates 10. The holding plate 10 includes a straight plate 101 and an arc-shaped plate 102 fixedly connected together. The clamping plate 10 is adjusted horizontally by the horizontal adjustment mechanism 11 provided on the U-shaped frame 9, and the height of the U-shaped frame 9 is adjusted on the beam 4. The vertical adjustment mechanism 12 is fixed on the column 3, and the controller 13 for controlling the electrical components of the equipment is fixedly installed.

Embodiment two:

The bar insertion equipment for truss-stiffened multi-cavity steel plate combined shear walls includes a base 1, universal wheels 2 are fixedly installed on the four corners of the lower wall of the base 1, columns 3 are fixedly installed on both sides of the top of the base 1, and two columns 3 is provided with a beam 4, and the column 3 is provided with an elevating mechanism 5 for lifting and adjusting the beam 4. The elevating mechanism 5 includes a sawtooth plate 51 fixedly installed on the column 3 and a gear 52 mounted on both ends of the beam 4 for rotation. 52 and sawtooth plate 51 tooth mesh transmission connection, gear 52 is driven to rotate by driving mechanism 53, and driving mechanism 53 comprises the rotating shaft 531 that is fixedly installed on the central axis place of gear 52, and rotating shaft 531 is fixedly installed on the output end of motor 532, and motor 532 is fixed Installed on the crossbeam 4, the starter motor 532 drives the rotating shaft 531 to rotate and drives the gear 52 to rotate, and the gear 52 is used to mesh with the teeth of the sawtooth plate 51 to drive the gear 52 to roll on the sawtooth plate 51, and then drive the crossbeam 4 to adjust the height; the crossbeam 4 Between the column 3, there is a limit mechanism 6 when the beam 4 is raised and lowered. The limit mechanism 6 includes a limit sleeve 62 fixedly installed at both ends of the beam 4 and a first limit rod fixedly installed on one side of the column 3 61, the limit sleeve 62 is movably set on the first limit rod 61, and is used for limit movement during the lifting process of the beam 4; the base 1 is provided with a measuring mechanism 7 for measuring the height of the beam 4, and the measuring mechanism 7 It includes a scale 71 fixedly installed on the column 3 and an electric telescopic rod 73 fixedly mounted on both sides of the top of the beam 4. A laser level 72 is fixedly installed on the top of the electric telescopic rod 73, and the electric telescopic rod 73 is started during the fine-tuning process of the rib insertion height Drive the laser level 72 up and down, adjust the laser level 72 to irradiate the laser and insert the ribs to the same level, and then use the laser level 72 and the scale 71 to cooperate with the scale 71 to achieve accurate positioning of the current insertion height by observing the laser irradiation on the scale 71 Measure to improve the positioning accuracy of the ribs; the top of the beam 4 is fixedly installed with a plurality of fixed seats 8, and the upper part of the fixed seats 8 is movably installed with a 匚-shaped frame 9, and the inner side of the 匚-shaped frame 9 is provided with two clamping plates 10. The clamping plate 10 includes a straight plate 101 and an arc-shaped plate 102 fixedly connected together. The clamping plate 10 is adjusted horizontally by the horizontal adjustment mechanism 11 provided on the U-shaped frame 9. The horizontal adjustment mechanism 11 includes a straight plate 101 fixedly installed The bearing 111 on one side, the first threaded rod 112 is installed in rotation on the bearing 111, and the first threaded rod 112 is threadedly connected in the threaded hole 113 that offers on the U-shaped frame 9, and the two sides of the bearing 111 are fixedly installed with the second limiter respectively. Position rod 114, the second limit rod 114 is movably inserted in the limit hole 115 inside that offers on the 匚-shaped frame 9, inserting rib is placed between two clamping plates 10, inserts rib by arc-shaped plate 102 fixed, and by rotating the first threaded rods 112 on both sides of the U-shaped frame 9 respectively, the horizontal positions of the two clamping plates 10 are fine-tuned by using the first threaded rods 112 and the threaded holes 113 to be threaded, so that the ribs are inserted laterally. Positioning; the crossbeam 4 is provided with a vertical adjustment mechanism 12 that adjusts the height of the U-shaped frame 9. The vertical adjustment mechanism 12 includes a threaded cylinder 121 fixedly installed on the bottom of the U-shaped frame 9. The cross-section of the threaded cylinder 121 is rectangular. The bottom of the cylinder 121 is threadedly connected with a second threaded rod 122, the bottom of the second threaded rod 122 is fixedly equipped with a turning handle 123, the inside of the fixing seat 8 is provided with a through groove for the threaded cylinder 121 to be clamped, and the inside of the beam 4 is provided with a second threaded rod 123. Through the slot provided by the threaded rod 122, manually turn the rotating handle 123 to drive the second threaded rod 122 to rotate, and use the second threaded rod 122 and the threaded cylinder 121 at the bottom of the U-shaped frame 9 to drive the threaded cylinder 121 to go up and down and then drive the U-shaped frame 9 to the height adjustment, so as to fine-tune the height of the ribs placed on the clamping plate 10, so as to vertically position the ribs; a controller 13 for controlling the power components of the equipment is fixedly installed on the column 3; a pair of equipment is fixedly installed on the column 3 The accumulator 14 for power supply by the electric components is convenient for outdoor power supply and solves the inconvenience of wired power supply and cable arrangement.

When the truss-stiffened multi-cavity steel plate composite shear wall inserting bar equipment is used, first start the rotating shaft 531 to drive the motor 532 to rotate to drive the gear 52 to rotate, and use the gear 52 to mesh with the teeth of the sawtooth plate 51 to drive the beam 4 up and down until the bar is fixed point below; then the inserting ribs are placed between the two clamping plates 10, the inserting ribs are fixed by the arc plate 102, and the first threaded rods 112 on both sides of the U-shaped frame 9 are rotated respectively to utilize the first threaded The rod 112 is threaded with the threaded hole 113 to fine-tune the horizontal position of the two clamping plates 10, thereby laterally positioning the ribs. The clamping plate 10 used to fix the ribs in the present invention is arranged on the inner side of the 匚-shaped frame 9. The horizontal frame 9 is provided with a horizontal adjustment mechanism 11, and the ribs are fixed by the arc-shaped plate 102. At the same time, by rotating the first threaded rods 112 on both sides of the U-shaped frame 9, the first threaded rod 112 and the threaded hole 113 are threaded. The connection can fine-tune the horizontal position of the two clamping plates 10, so as to laterally position the insertion ribs inside the clamping plates 10. The two clamping plates 10 are set to be separated and can be adjusted horizontally independently. The fixed use of insert bars of different specifications on the one hand realizes the left and right positioning adjustment of the insert bars of the clamping plate 10, which is convenient to adjust, meets the positioning requirements of insert bars, and avoids the phenomenon of left and right deviation of insert bars; The threaded rod 122 rotates, and the second threaded rod 122 and the threaded cylinder 121 at the bottom of the U-shaped frame 9 are used to drive the threaded cylinder 121 to rise and fall, thereby driving the height of the U-shaped frame 9 to adjust, thereby fine-tuning the height of the ribs placed on the clamping plate 10, Thereby vertically positioning the ribs, the present invention can be used for its lifting adjustment by setting the lifting mechanism 5 on both sides of the beam 4, and the clamping plate 10 for fixing the ribs is arranged on the top of the beam 4, and then the height of the ribs can be adjusted , by setting the vertical adjustment mechanism 12 on the crossbeam 4, turning the handle 123 to drive the second threaded rod 122 to rotate, using the threaded cylinder 121 and the second threaded rod 122 to drive the threaded cylinder 121 to move up and down through the threaded transmission connection, and then drive the U-shaped frame 9 The height of the ribs fixed in the upper clamping plate 10 is fine-tuned, thereby realizing the adjustment of the upper and lower positioning of the ribs of the clamping plate 10, the adjustment is convenient, and the positioning requirements of the ribs are met; the crossbeam 4 of the present invention is fixedly equipped with an electric telescopic rod 73, a laser level 72 is fixedly installed on the top of the electric telescopic rod 73, a scale 71 is fixedly installed on the column 3, and the electric telescopic rod 73 is started to drive the laser level 72 to go up and down during the fine-tuning process of inserting rib height, and the laser level 72 is irradiated with laser light and inserted ribs When it is adjusted to the same level, the laser level 72 and the scale 71 can be used to cooperate to observe the laser irradiation on the scale 71 to achieve accurate measurement of the current positioning height of the inserted ribs, improve the positioning accuracy of the inserted ribs, and meet the needs of use.

At the same time, the content not described in detail in this specification belongs to the prior art known to those skilled in the art.

It should be noted that in this article, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply that there is a relationship between these entities or operations. There is no such actual relationship or order between them. Furthermore, the term "comprises", "comprises" or any other variation thereof is intended to cover a non-exclusive inclusion such that a process, method, article, or apparatus comprising a set of elements includes not only those elements, but also includes elements not expressly listed. other elements of or also include elements inherent in such a process, method, article, or device.

Although the embodiments of the present invention have been shown and described, those skilled in the art can understand that various changes, modifications and substitutions can be made to these embodiments without departing from the principle and spirit of the present invention. and modifications, the scope of the invention is defined by the appended claims and their equivalents.

Claims (10)

1. The bar insertion equipment for truss-stiffened multi-cavity steel plate combined shear wall is characterized in that: it includes a base (1), and the four corners of the lower wall of the base (1) are respectively fixed with universal wheels (2). Both sides of the top of the base (1) are respectively fixed with columns (3), and a beam (4) is arranged between the two columns (3), and the column (3) is provided with a lifting adjustment for the beam (4). The lifting mechanism (5), the limit mechanism (6) when the beam (4) is lifted and lowered is provided between the beam (4) and the column (3), and the beam (4) is provided on the base (1) The measuring mechanism (7) for measuring the height, the top of the crossbeam (4) is fixedly equipped with a plurality of fixed seats (8), and the top of the fixed seats (8) is movably installed with a U-shaped frame (9), the The inner side of the U-shaped frame (9) is provided with two clamping plates (10), and the clamping plate (10) comprises a straight plate (101) and an arc plate (102) fixedly connected together, and the clamping plate (10) Adjust horizontally through the horizontal adjustment mechanism (11) provided on the U-shaped frame (9), and the vertical adjustment mechanism (12) for adjusting the height of the U-shaped frame (9) is provided on the crossbeam (4) , a controller (13) for controlling the power components of the equipment is fixedly installed on the column (3). 2. The bar insertion equipment for truss-stiffened multi-cavity steel plate composite shear walls according to claim 1, characterized in that: the lifting mechanism (5) includes a sawtooth plate (51) fixedly installed on the column (3) And respectively rotate the gears (52) installed on the two ends of the crossbeam (4), the gears (52) are meshed with the teeth of the sawtooth plate (51) for transmission connection, and the gears (52) are driven to rotate by the drive mechanism (53). 3. The tendon insertion equipment for truss-stiffened multi-cavity steel plate composite shear walls according to claim 2, characterized in that: the driving mechanism (53) includes a rotating shaft (531) fixedly installed at the central axis of the gear (52) ), the rotating shaft (531) is fixedly mounted on the output end of the motor (532), and the motor (532) is fixedly mounted on the beam (4). 4. The tendon insertion equipment for truss-stiffened multi-cavity steel plate composite shear walls according to claim 3, characterized in that: the limiting mechanism (6) includes limiting devices fixedly installed at both ends of the beam (4) The sleeve (62) and the first limit rod (61) fixedly installed on one side of the column (3), the limit sleeve (62) is movably sleeved on the first limit rod (61). 5. The bar insertion equipment for truss-stiffened multi-cavity steel plate composite shear walls according to claim 4, characterized in that: the measuring mechanism (7) includes a scale (71) fixedly installed on the column (3) And the electric telescopic rod (73) that is fixedly installed on both sides of the top of the beam (4), the top of the electric telescopic rod (73) is fixedly installed with a laser level (72). 6. The bar insertion equipment for truss-stiffened multi-cavity steel plate composite shear walls according to claim 5, characterized in that: the horizontal adjustment mechanism (11) includes a bearing (111) fixedly installed on one side of the straight plate (101) ), the first threaded rod (112) is rotated on the bearing (111), and the first threaded rod (112) is threaded in the threaded hole (113) provided on the U-shaped frame (9). The two sides of the bearing (111) are respectively fixedly equipped with a second limit rod (114), and the second limit rod (114) is movably plugged into the limit hole (115) provided on the U-shaped frame (9). . 7. The tendon insertion equipment for truss-stiffened multi-cavity steel plate composite shear walls according to claim 6, characterized in that: the vertical adjustment mechanism (12) includes a screw thread fixedly installed at the bottom of the U-shaped frame (9) barrel (121), the section of the threaded barrel (121) is rectangular, the bottom of the threaded barrel (121) is threaded with a second threaded rod (122), and the bottom of the second threaded rod (122) is fixedly installed with Turning handle (123), the inside of the fixed seat (8) is provided with a through groove for the threaded cylinder (121) to engage, and the inside of the crossbeam (4) is provided with a through groove for the second threaded rod (122). 8. The tendon insertion equipment for truss-stiffened multi-cavity steel plate composite shear walls according to claim 7, characterized in that: a storage battery (14) is fixedly installed on the column (3) to supply power to the electrical components of the equipment. 9. The rib insertion method of the rib insertion equipment of the truss-stiffened multi-cavity steel plate composite shear wall according to claim 8, is characterized in that, specifically comprises the following steps: S1, start the rotating shaft (531) to drive the motor (532) to rotate to drive the gear (52) to rotate, and use the gear (52) to mesh with the teeth of the sawtooth plate (51) to drive the beam (4) up and down to below the fixing point of the rib; S2, place the ribs between the two clamping plates (10), fix the ribs through the arc plate (102), and rotate the first threaded rods (112) on both sides of the yoke (9) respectively ), using the first threaded rod (112) to thread the threaded hole (113) to fine-tune the horizontal position of the two clamping plates (10), so as to laterally position the ribs; S3, manually turn the handle (123) to drive the second threaded rod (122) to rotate, utilize the second threaded rod (122) and the threaded cylinder (121) at the bottom of the yoke (9) to drive the threaded cylinder (121) up and down and then Drive the height adjustment of the Yi-shaped frame (9), thereby fine-tuning the height of the inserted ribs placed on the clamping plate (10), thereby vertically positioning the inserted ribs. 10. According to claim 9 step S3 described in the truss-stiffened multi-cavity steel plate composite shear wall of the method for inserting the reinforcement equipment of the reinforcement installation, it is characterized in that: during the process of fine-tuning the height of the insertion reinforcement, start the electric telescopic rod (73) to drive the laser level (72) lifting, when utilizing the laser level (72) to irradiate the laser and inserting the ribs at the same level, utilize the laser level (72) and the scale (71) to cooperate to realize accurate measurement of the positioning height of the inserting ribs.

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