Anti-falling wall for building waterproof engineering and construction method thereof

Abstract

The application discloses a kind of building waterproof engineering's anti-falling wall, including main wall and multiple mortar layers, and the mortar layer between adjacent two layers is respectively provided with anti-falling net, and the two sides of each anti-falling net are respectively provided with limiting pressing strip, the limiting pressing strip is used to press the anti-falling net inlay in corresponding mortar layer, simultaneously can be connected with corresponding two layers mortar layer respectively.By adding anti-falling net between adjacent two layers of mortar layer, the connection stability between adjacent two layers of mortar layer is improved, at the same time, by limiting pressing strip, the anti-falling net is inlaid in corresponding mortar layer, and limiting pressing strip is connected with adjacent two layers of mortar layer respectively, further improve the connection stability between adjacent two layers of mortar layer, so as to effectively improve the connection structure strength between adjacent two layers of mortar layer, reduce the risk of mortar layer falling.

Description

Technical Field

[0001] This invention relates to the field of building construction, and in particular to an anti-detachment wall for building waterproofing projects and its construction method. Background Technology

[0002] Waterproofing plays a vital role in the entire construction project, involving many parts of the building such as the basement, walls, floors, roof, etc.

[0003] Waterproof walls in related technologies typically consist of a main wall and multiple mortar layers, meaning the wall structure is formed by workers applying plaster to the main wall multiple times.

[0004] However, the two adjacent mortar layers are only bonded together by cement adhesive, resulting in poor stability of the connection between them. When the wall is subjected to vibration or other impacts, the mortar layers are prone to falling off, which needs to be improved. Summary of the Invention

[0005] In order to solve all or some of the above problems, the purpose of this invention is to provide a non-detachment wall for building waterproofing projects and its construction method, which can improve the connection strength between two adjacent mortar layers, thereby reducing the risk of mortar layer detachment.

[0006] In a first aspect, the present invention provides an anti-detachment wall for building waterproofing projects, comprising a main wall and multiple mortar layers, wherein an anti-detachment mesh is provided between two adjacent mortar layers, and a limiting strip is provided on both sides of each anti-detachment mesh. The limiting strip is used to press the anti-detachment mesh into the corresponding mortar layer and can be connected to the corresponding two mortar layers respectively.

[0007] In a preferred embodiment, the present invention can be further configured such that: the limiting strip includes a limiting plate, a plurality of limiting posts are fixedly inserted through the limiting plate, and the plurality of limiting posts are evenly arranged along the length direction of the limiting plate;

[0008] One end of the limiting post is fixedly connected to a first claw, and the other end is fixedly connected to a second claw. The first claw can pass through the anti-detachment net and be embedded in the corresponding mortar layer, and the second claw can be embedded in the corresponding mortar layer.

[0009] Secondly, the present invention provides a construction method for implementing an anti-fall-off wall, comprising the following steps:

[0010] S1, Plastering is carried out on the main wall to form the first layer of mortar;

[0011] S2, an anti-detachment net is laid on the surface of the first mortar layer using a net laying device;

[0012] S3, the two limiting strips are pressed onto the two sides of the anti-detachment net by the pressing and embedding mechanism, and the two limiting strips and the two sides of the anti-detachment net are embedded into the first layer of mortar.

[0013] S4, plastering is performed on the first mortar layer to form the second mortar layer. At this time, the first mortar layer and the second mortar layer are respectively bonded and fixed to the anti-detachment mesh, and the limiting strip is respectively fixed to the first mortar layer and the second mortar layer.

[0014] S5, repeat S2-S4 until multiple mortar layers are formed on the main wall, and there are anti-detachment mesh and limiting strip between adjacent mortar layers, thereby realizing the construction of the anti-detachment wall.

[0015] In a preferred embodiment, the present invention can be further configured such that the net-laying device includes:

[0016] The support seat serves to provide support and support.

[0017] A support frame is slidably connected to the support seat, and the support frame can slide in a direction away from the main wall.

[0018] A support frame is slidably connected to the receiving frame, and the sliding direction of the support frame is perpendicular to the sliding direction of the receiving frame;

[0019] The unwinding shaft is vertically rotatably connected to the support frame, and the anti-detachment netting roll can be sleeved on the unwinding shaft;

[0020] The laying board is vertically fixed to the support frame, and the laying board has laying holes for the anti-detachment net to pass through;

[0021] A driving component is disposed between the receiving frame and the support frame, and the driving component is used to control the horizontal reciprocating motion of the support frame;

[0022] A control element is disposed between the receiving seat and the support frame. The control element is used to control the receiving frame to slide in a direction away from the main wall, and the distance that the receiving frame moves each time is the same as the thickness of the mortar layer.

[0023] In a preferred embodiment, the present invention can be further configured such that: the driving component includes a double helical screw and a drive motor, the two ends of the double helical screw are respectively rotatably connected to the support frame, and the double helical screw passes through the support frame and forms a threaded connection with the support frame; the drive motor is fixed to the support frame, and one end of the double helical screw is coaxially fixed to the output shaft of the drive motor.

[0024] In a preferred embodiment, the present invention can be further configured as follows: the control component includes two drive shafts that are respectively horizontally rotatably connected to the support frame, each drive shaft is fixedly sleeved with a drive gear, and both sides of the support seat are respectively horizontally fixedly connected with drive racks, and the drive racks mesh with the corresponding drive gears; both sides of the support frame are respectively vertically rotatably connected with control shafts, and the control shafts are connected to the corresponding drive shafts through a reversing gear set;

[0025] Control gears are fixedly sleeved on the top ends of the two control shafts respectively. Control rods are fixedly connected to both sides of the support frame respectively. Control plates are hinged to the two control rods respectively. Limit blocks are fixedly connected to the two control rods respectively. The two limit blocks are located between the two control plates. A torsion spring is provided between the control plate and the control rod. The torsion spring is used to drive the control plate to rotate and make the control plate abut against the corresponding limit block.

[0026] The control plate is used to engage between two adjacent teeth of the corresponding control gear, and when the support frame slides horizontally back and forth, the two control plates can alternately push the corresponding control gear to rotate, and make the support frame slide away from the main wall.

[0027] In a preferred embodiment, the present invention can be further configured such that: the pressing and embedding mechanism includes two limiting strips that are respectively vertically fixed to the laying board, the two limiting strips are symmetrically distributed on both sides of the laying board, and the two limiting strips are respectively provided with limiting grooves for the limiting pressing strips to be embedded on the side of the main wall;

[0028] A push plate is horizontally slidably connected in each of the two limiting grooves, and the push plate is used to push out the limiting strip and embed the limiting strip into the mortar layer. A pipe control is provided between the limiting strip and the receiving frame to control the sliding of the push plate.

[0029] In a preferred embodiment, the present invention can be further configured as follows: the control system includes two control rods that are slidably passed through the corresponding limit bars, the two control rods are arranged at different heights, one end of the control rod is fixedly connected to the corresponding push plate, and the other end is fixedly connected to a control block;

[0030] Two vertical control frames are fixedly connected to both sides of the receiving frame. Control blocks are fixedly connected to the two control frames. Control ramps are provided on the two control blocks. The control blocks can abut against the corresponding control ramps and slide towards the main wall under the action of the control ramps and the corresponding control blocks. Springs are provided in the two limiting grooves. The springs are used to control the corresponding push plates to slide away from the main wall.

[0031] In a preferred embodiment, the present invention can be further configured such that: each of the two control blocks is provided with a guide ramp, and the guide ramp matches the corresponding control ramp.

[0032] In summary, the present invention has the following beneficial effects:

[0033] 1. By adding an anti-detachment mesh between two adjacent mortar layers, the connection stability between the two adjacent mortar layers is improved. At the same time, the anti-detachment mesh is embedded in the corresponding mortar layer by a limiting strip, and the limiting strip is connected to the two adjacent mortar layers respectively, which further improves the connection stability between the two adjacent mortar layers, thereby effectively improving the connection structure strength between the two adjacent mortar layers and reducing the risk of mortar layer detachment.

[0034] 2. By using the first and second claws to embed into the corresponding mortar layers respectively, a stable connection between two adjacent mortar layers is achieved, further improving the structural strength of the connection between the two adjacent mortar layers and reducing the risk of mortar layer detachment. Attached Figure Description

[0035] Figure 1 This is a schematic diagram of the overall structure of Example 1;

[0036] Figure 2 This is a schematic diagram of the limiting pressure strip in Example 1;

[0037] Figure 3 yes Figure 1 Enlarged view of region A in the middle;

[0038] Figure 4 This is a schematic diagram of the mesh laying device and pressing mechanism in Example 2;

[0039] Figure 5 This is a schematic diagram of the mesh laying device structure in Example 2;

[0040] Figure 6 This is a schematic diagram of the drive unit and control unit in Embodiment 2;

[0041] Figure 7 yes Figure 6 Enlarged view of region A in the middle;

[0042] Figure 8 This is a schematic diagram of the control structure in Example 2.

[0043] Attached reference numerals: 1. Main wall; 2. Mortar layer; 3. Anti-detachment mesh; 4. Limiting strip; 41. Limiting plate; 42. Limiting post; 43. First claw; 44. Second claw; 5. Mesh laying device; 51. Receiving seat; 52. Receiving frame; 53. Support frame; 54. Unwinding shaft; 55. Laying board; 56. Laying hole; 6. Pressing mechanism; 61. Limiting strip; 62. Limiting groove; 63. Push plate; 7. Driving component; 71. Double helical screw; 72. Drive motor; 8. Control component; 81. Drive shaft; 82. Drive gear; 83. Drive rack; 84. Control shaft; 85. Reversing gear set; 86. Control gear; 87. Control lever; 88. Control board; 89. Limit block; 90. Torsion spring; 10. Control device; 101. Control lever; 102. Control block; 103. Control frame; 104. Control block; 105. Control ramp; 106. Guide ramp; 107. Spring. Implementation

[0044] The present invention will be further described in detail below with reference to the accompanying drawings. Example

[0045] Reference Figure 1 , Figure 2 , Figure 3 A type of anti-detachment wall for building waterproofing projects includes a main wall 1 and multiple mortar layers 2. Flexible anti-detachment nets 3 are respectively installed between two adjacent mortar layers 2. Limiting strips 4 are installed on both sides of each anti-detachment net 3. The limiting strips 4 are used to press the anti-detachment net 3 into the corresponding mortar layer 2. At the same time, the limiting strips 4 can be connected to the corresponding two mortar layers 2 respectively.

[0046] By adding an anti-detachment mesh 3 between two adjacent mortar layers 2, the connection stability between the two adjacent mortar layers 2 is improved. At the same time, the anti-detachment mesh 3 is embedded in the corresponding mortar layer 2 by a limiting strip 4, and the limiting strip 4 is connected to the two adjacent mortar layers 2 respectively, further improving the connection stability between the two adjacent mortar layers 2. This effectively improves the connection structure strength between the two adjacent mortar layers 2 and reduces the risk of mortar layer 2 falling off.

[0047] Reference Figure 2 , Figure 3 The limiting strip 4 includes a vertically arranged limiting plate 41, with multiple limiting posts 42 passing through the limiting plate 41. The multiple limiting posts 42 are fixedly connected to the limiting plate 41, and the multiple limiting posts 42 are evenly arranged along the length direction of the limiting plate 41.

[0048] Reference Figure 2 , Figure 3One end of the limiting post 42 is fixedly connected to a first claw 43 and the other end is fixedly connected to a second claw 44. The first claw 43 can pass through the anti-detachment net 3 and be embedded in the corresponding mortar layer 2, and the second claw 44 can be embedded in the corresponding mortar layer 2.

[0049] By embedding the first claw 43 and the second claw 44 into the corresponding mortar layer 2 respectively, a stable connection between two adjacent mortar layers 2 is achieved, further improving the connection strength between the two adjacent mortar layers 2 and reducing the risk of mortar layer 2 falling off. Example

[0050] Reference Figure 4 , Figure 5 , Figure 6 , Figure 7 , Figure 8 A construction method for implementing the anti-fall-off wall in Embodiment 1 above includes the following steps:

[0051] S1, Plastering is carried out on the main wall 1 to form the first mortar layer 2;

[0052] S2, an anti-detachment netting 3 is laid on the surface of the first mortar layer 2 by means of the netting laying device 5;

[0053] S3, the two limiting strips 4 are pressed onto the two sides of the anti-detachment net 3 by the pressing and embedding mechanism 6. At this time, the limiting plate 41 presses the anti-detachment net 3 into the first mortar layer 2, and the first claw 43 passes through the anti-detachment net 3 and is embedded into the first mortar layer 2.

[0054] S4, plastering is performed on the first mortar layer 2 to form the second mortar layer 2. At this time, the first mortar layer 2 and the second mortar layer 2 are respectively bonded and fixed to the anti-detachment net 3, and the second claw 44 is embedded in the second mortar layer 2, so that the limiting strip 4 is fixed to the first mortar layer 2 and the second mortar layer 2 respectively.

[0055] S5, repeat S2-S4 until multiple mortar layers 2 are formed on the main wall 1, and there are anti-detachment nets 3 and limiting strips 4 between adjacent mortar layers 2, thereby realizing the construction of the anti-detachment wall.

[0056] Reference Figure 4 , Figure 5 The netting installation device 5 includes a receiving seat 51, on which a receiving frame 52 is horizontally slidably connected, and the receiving frame 52 can slide in a direction away from the main wall 1. A support frame 53 is horizontally slidably connected to the receiving frame 52, and the sliding direction of the support frame 53 is perpendicular to the sliding direction of the receiving frame 52.

[0057] Reference Figure 4 , Figure 5A unwinding shaft 54 ​​is vertically rotatably connected to the support frame 53, and the roll of anti-detachment netting 3 can be sleeved on the unwinding shaft 54. A laying plate 55 is vertically fixedly connected to the support frame 53, and the laying plate 55 has laying holes 56 for the anti-detachment netting 3 to pass through.

[0058] Reference Figure 4 , Figure 5 A drive component 7 is provided between the receiving frame 52 and the support frame 53, and the drive component 7 is used to control the horizontal reciprocating motion of the support frame 53. A control component 8 is provided between the receiving seat 51 and the support frame 53, and the control component 8 is used to control the receiving frame 52 to slide in a direction away from the main wall 1, and the distance that the receiving frame 52 moves each time is the same as the thickness of the mortar layer 2.

[0059] The drive unit 7 controls the support frame 53 to drive the laying board 55 to slide horizontally. At this time, the square roll rotates under the pull of the anti-detachment net 3, thereby realizing the unwinding of the anti-detachment net 3 roll material. When the support frame 53 moves to the end position of the receiving frame 52, the anti-detachment net 3 is laid on the first mortar layer 2. At this time, plastering is carried out on the first mortar layer 2. Then, the control unit 8 controls the receiving frame 52 to slide away from the main wall 1, so that the distance moved by the laying board 55 and other components is the same as the thickness of the mortar layer 2. Subsequently, the drive unit 7 controls the support frame 53 to drive the laying board 55 and other components to move in the opposite direction, and repeats the above operation to realize the laying of the anti-detachment net 3.

[0060] Reference Figure 6 , Figure 7 The driving component 7 includes a double helix screw 71 and a drive motor 72. Both ends of the double helix screw 71 are rotatably connected to the support frame 52, and the double helix screw 71 passes through the support frame 53 and forms a threaded connection with the support frame 53. The drive motor 72 is fixed to the support frame 52, and one end of the double helix screw 71 is coaxially fixed to the output shaft of the drive motor 72. The drive motor 72 controls the rotation of the double helix screw 71, which in turn controls the horizontal reciprocating motion of the support frame 53.

[0061] Reference Figure 6 , Figure 7 The control component 8 includes two drive shafts 81 that are horizontally rotatably connected to the support frame 52, and the drive shafts 81 and the support frame 52 are damped rotatably engaged by rubber rings. A drive gear 82 is fixedly sleeved on each drive shaft 81, and drive racks 83 are horizontally fixedly connected to both sides of the support frame 51, with the drive racks 83 meshing with the corresponding drive gears 82. Simultaneously, control shafts 84 are vertically rotatably connected to both sides of the support frame 52, and the control shafts 84 are connected to the corresponding drive shafts 81 via reversing gear sets 85.

[0062] When the control shaft 84 rotates, the transmission shaft 81 can drive the transmission gear 82 to rotate under the action of the reversing gear set 85. At this time, the receiving frame 52 can slide away from the main wall 1 under the action of the transmission gear 82 and the transmission rack 83.

[0063] Reference Figure 6 , Figure 7 Two control shafts 84 are each fixedly fitted with a control gear 86 at their top ends. Control rods 87 are fixedly connected to both sides of the support frame 53, and control plates 88 are hinged to each control rod 87. Limit blocks 89 are fixedly connected to each control rod 87, located between the two control plates 88, and used to prevent the corresponding control plate 88 from rotating. Simultaneously, a torsion spring 90 is provided between the control plate 88 and the control rod 87, used to drive the control plate 88 to rotate and to abut against the corresponding limit block 89.

[0064] Reference Figure 7 The control plate 88 is used to engage between two adjacent teeth of the corresponding control gear 86. When the support frame 53 slides horizontally back and forth, the two control plates 88 can alternately push the corresponding control gear 86 to rotate, causing the receiving frame 52 to slide away from the main wall 1. The specific explanation is as follows:

[0065] In this embodiment, when the support frame 53 moves to the right, the control plate 88 located on the right side of the support frame 53 engages between two adjacent teeth of the corresponding control gear 86. At this time, the control plate 88, under the action of the torsion spring 90, abuts against the corresponding limiting block 89. As the support frame 53 continues to move to the right, the control plate 88 can push the corresponding control gear 86 to drive the control shaft 84 to rotate, so that the receiving frame 52 slides away from the main wall 1.

[0066] Subsequently, as the support frame 53 moves to the left, the control plate 88 flips under the action of the teeth of the control gear 86, while the control gear 86 remains stationary. As the support frame 53 continues to move to the left, when the control plate 88 disengages from between two adjacent teeth of the control gear 86, it resets under the action of the torsion spring 90 and abuts against the corresponding limit block 89. As the support frame 53 continues to move to the left, the control plate 88 located on the left side of the support frame 53 can engage between two adjacent teeth of the corresponding control gear 86, and the above steps are repeated so that the receiving frame 52 slides away from the main wall 1.

[0067] This design allows the support frame 52 to automatically slide away from the main wall 1 during the reciprocating sliding of the support frame 53. Furthermore, the sliding of the support frame 52 does not require an additional drive source, which can improve the linkage effect between various components and improve resource utilization efficiency.

[0068] Reference Figure 5 , Figure 6 , Figure 8 The pressing and embedding mechanism 6 includes two limiting strips 61 that are respectively vertically fixed on the laying plate 55. The two limiting strips 61 are symmetrically distributed on both sides of the laying plate 55, and the two limiting strips 61 are respectively provided with limiting grooves 62 for the limiting pressing strip 4 to be embedded on the side facing the main wall 1, that is, the limiting pressing strip 4 can be put into the limiting groove 62.

[0069] Reference Figure 6 , Figure 8 Two limiting grooves 62 are horizontally slidably connected to push plates 63, which are used to push out the limiting strips 4 and embed the limiting strips 4 into the mortar layer 2. At the same time, a pipe control 10 for controlling the sliding of the push plates 63 is provided between the limiting strips 61 and the receiving frame 52.

[0070] In this embodiment, when the support frame 53 moves to the right, the push plate 63 located on the left side of the laying plate 55 pushes out the limiting strip 4; when the support frame 53 moves to the left, the push plate 63 located on the right side of the laying plate 55 pushes out the limiting strip 4.

[0071] Reference Figure 6 , Figure 8 The control control 10 includes two control rods 101 that slide through corresponding limit bars 61, and the two control rods 101 are arranged at different heights, that is, the two control rods 101 are not at the same height. At the same time, one end of the control rod 101 is fixedly connected to the corresponding push plate 63, and the other end is fixedly connected to a control block 102.

[0072] Reference Figure 6 , Figure 8 The receiving frame 52 is vertically fixed to two sides of the control frame 103. Control blocks 104 are fixedly connected to the two control frames 103 respectively. Control ramps 105 are provided on the two control blocks 102 respectively. Guide ramps 106 are provided on the two control blocks 104 respectively, and the guide ramps 106 fit with the corresponding control ramps 105.

[0073] Reference Figure 6 , Figure 8 The control block 104 can abut against the corresponding control ramp 105, and the control block 102 can slide towards the main wall 1 under the action of the control ramp 105 and the corresponding control block 104. At the same time, springs 107 are respectively provided in the two limit grooves 62. The springs 107 are used to control the corresponding push plate 63 to slide away from the main wall 1, so as to realize the reset of the push plate 63.

[0074] In this embodiment, as the support frame 53 moves to the right (or left), the control block 102 located on the left (or right) side of the laying plate 55 abuts against the corresponding control block 104. As the support frame 53 continues to move, the control block 102 slides towards the main wall 1 under the action of the control inclined surface 105 and the corresponding guide inclined surface 106, and pushes out the limiting pressure strip 4. When the support frame 53 changes direction, the spring 107 can control the push plate 63 to reset. This design allows the push plate 63 to automatically push out the limiting pressure strip during the reciprocating motion of the support frame 53, without the need for an additional drive source. This improves the linkage effect of each component and enhances the rationality of resource utilization.

[0075] The specific embodiments are merely illustrative of the present invention and are not intended to limit the invention. After reading this specification, those skilled in the art can make modifications to these embodiments without contributing any inventive step, but such modifications are protected by patent law as long as they are within the scope of the claims of the present invention.

Claims

1. A construction method for an anti-fall-off wall in a building waterproofing project, wherein the anti-fall-off wall comprises a main wall (1) and multiple mortar layers (2), characterized in that: An anti-detachment net (3) is provided between two adjacent mortar layers (2). Each anti-detachment net (3) has a limiting strip (4) on both sides. The limiting strip (4) is used to press the anti-detachment net (3) into the corresponding mortar layer (2) and can be connected to the corresponding two mortar layers (2) respectively. The limiting strip (4) includes a limiting plate (41), and a plurality of limiting posts (42) are fixedly inserted on the limiting plate (41), and the plurality of limiting posts (42) are evenly arranged along the length direction of the limiting plate (41). One end of the limiting post (42) is fixedly connected to a first claw (43), and the other end is fixedly connected to a second claw (44). The first claw (43) can pass through the anti-detachment net (3) and be embedded in the corresponding mortar layer (2). The second claw (44) can be embedded in the corresponding mortar layer (2). The construction method includes the following steps: S1, Plastering is performed on the main wall (1) to form the first mortar layer (2); S2, an anti-detachment net (3) is laid on the surface of the first mortar layer (2) by means of a net laying device (5); S3, by pressing the two limiting strips (4) onto the two sides of the anti-detachment net (3) in sequence through the pressing mechanism (6), and embedding the two limiting strips (4) and the two sides of the anti-detachment net (3) into the first mortar layer (2); S4, plastering is performed on the first mortar layer (2) to form the second mortar layer (2). At this time, the first mortar layer (2) and the second mortar layer (2) are respectively bonded and fixed to the anti-detachment net (3), and the limiting strip (4) is respectively fixed to the first mortar layer (2) and the second mortar layer (2). S5, repeat S2-S4 until multiple mortar layers (2) are formed on the main wall (1), and there are anti-detachment nets (3) and limiting strips (4) between adjacent mortar layers (2), thereby realizing the construction of the anti-detachment wall; The net-laying device (5) includes: The support seat (51) serves to support and bear the load; The support frame (52) is slidably connected to the support seat (51), and the support frame (52) can slide in a direction away from the main wall (1); The support frame (53) is slidably connected to the receiving frame (52), and the sliding direction of the support frame (53) is perpendicular to the sliding direction of the receiving frame (52); The unwinding shaft (54) is vertically rotatably connected to the support frame (53), and the roll of the anti-detachment net (3) can be sleeved on the unwinding shaft (54); The laying plate (55) is vertically fixed on the support frame (53), and the laying plate (55) has a laying hole (56) for the anti-detachment net (3) to pass through; A drive unit (7) is disposed between the receiving frame (52) and the support frame (53), and the drive unit (7) is used to control the horizontal reciprocating motion of the support frame (53); A control element (8) is disposed between the receiving seat (51) and the support frame (53). The control element (8) is used to control the receiving frame (52) to slide away from the main wall (1), and the distance that the receiving frame (52) moves each time is the same as the thickness of the mortar layer (2). The control component (8) includes two drive shafts (81) that are horizontally rotatably connected to the support frame (52). Each drive shaft (81) is fixedly fitted with a drive gear (82). Both sides of the support frame (51) are horizontally fixedly connected with drive racks (83), and the drive racks (83) mesh with the corresponding drive gears (82). Both sides of the support frame (52) are vertically rotatably connected with control shafts (84), and the control shafts (84) are connected to the corresponding drive shafts (81) through a reversing gear set (85). Control gears (86) are fixedly sleeved on the top ends of the two control shafts (84), control rods (87) are fixedly connected to both sides of the support frame (53), control plates (88) are hinged to the two control rods (87), limit blocks (89) are fixedly connected to the two control rods (87), the two limit blocks (89) are located between the two control plates (88), and torsion springs (90) are provided between the control plates (88) and the control rods (87). The torsion springs (90) are used to drive the control plates (88) to rotate and make the control plates (88) abut against the corresponding limit blocks (89). The control plate (88) is used to engage between two adjacent teeth of the corresponding control gear (86), and when the support frame (53) slides horizontally back and forth, the two control plates (88) can alternately push the corresponding control gear (86) to rotate, and make the receiving frame (52) slide away from the main wall (1).

2. The construction method according to claim 1, characterized in that: The driving component (7) includes a double helical screw (71) and a drive motor (72). The two ends of the double helical screw (71) are rotatably connected to the support frame (52), and the double helical screw (71) passes through the support frame (53) and forms a threaded connection with the support frame (53). The drive motor (72) is fixed on the support frame (52), and one end of the double helical screw (71) is coaxially fixed on the output shaft of the drive motor (72).

3. The construction method according to claim 1, characterized in that: The pressing and embedding mechanism (6) includes two limiting strips (61) that are respectively vertically fixed on the laying plate (55). The two limiting strips (61) are symmetrically distributed on both sides of the laying plate (55), and the two limiting strips (61) are respectively provided with limiting grooves (62) for the limiting pressing strip (4) to be embedded on the side facing the main wall (1). A push plate (63) is horizontally slidably connected in each of the two limiting grooves (62), and the push plate (63) is used to push out the limiting strip (4) and embed the limiting strip (4) into the mortar layer (2). A pipe control (10) for controlling the sliding of the push plate (63) is provided between the limiting strip (61) and the receiving frame (52).

4. The construction method according to claim 3, characterized in that: The control control unit (10) includes two control rods (101) that are slidably passed through the corresponding limit strips (61). The two control rods (101) are arranged at different heights. One end of the control rod (101) is fixedly connected to the corresponding push plate (63), and the other end is fixedly connected to a control block (102). The receiving frame (52) is vertically fixed to both sides of the control frame (103), and the two control frames (103) are fixedly connected to the control blocks (104). The two control blocks (102) are respectively provided with control ramps (105). The control blocks (104) can abut against the corresponding control ramps (105), and the control blocks (102) can slide toward the main wall (1) under the action of the control ramps (105) and the corresponding control blocks (104). The two limiting grooves (62) are respectively provided with springs (107), and the springs (107) are used to control the corresponding push plates (63) to slide away from the main wall (1).

5. The construction method according to claim 4, characterized in that: Each of the two control blocks (104) is provided with a guide slope (106), and the guide slope (106) matches the corresponding control slope (105).

Images