Water stop steel plate positioning module for raft concrete construction

Abstract

The invention relates to the related technical field of building construction, in particular to a water stop steel plate positioning module for raft concrete construction, which comprises a lower transverse template, a lower longitudinal template, an upper transverse template, an upper longitudinal template, a transverse water stop steel plate and a longitudinal water stop steel plate, the lower longitudinal formwork is arranged in the longitudinal direction of an area to be poured, the upper transverse formwork is arranged over the lower transverse formwork, and the upper longitudinal formwork is arranged over the lower longitudinal formwork; the lower transverse formwork, the lower longitudinal formwork, the upper transverse formwork and the upper longitudinal formwork are installed to synchronously position and fix the transverse water stop steel plate and the longitudinal water stop steel plate, and therefore it is avoided that the transverse water stop steel plate and the longitudinal water stop steel plate are positioned through an independent installation structure; therefore, the positioning mode of the transverse water stop steel plates and the longitudinal water stop steel plates is optimized, and the overall construction efficiency of a project is effectively improved.

Description

Technical Field

[0001] This invention relates to the field of building construction technology, specifically to a waterstop steel plate positioning module for raft concrete construction. Background Technology

[0002] A raft foundation is a type of monolithic reinforced concrete foundation used in building construction. Also known as a raft base, it essentially forms the "footing" of a building as a continuous, thick slab, evenly distributing the load of the superstructure to the ground. It is a type of shallow foundation. Its main applications include: 1. When the bearing capacity of the foundation is low (such as soft soil foundation), and isolated foundations or strip foundations cannot meet the bearing capacity requirements; 2. When the building has a large load (such as high-rise buildings, large shopping malls, basements) and the load needs to be distributed over a large area; 3. When the soil layers are unevenly distributed, uneven settlement is likely to occur, and it is necessary to enhance the overall integrity of the foundation; 4. When the groundwater level is high and the building needs to also serve as an anti-buoyancy base slab; A Chinese patent document with publication number CN106939612A discloses a construction method for a large raft foundation, the scheme of which includes the following steps: Step (1), cutting the columns and base, and welding the base to the bottom of the columns; Step (2), binding the bottom reinforcement, arranging the columns, and then welding the base to the bottom reinforcement; Step (3), horizontally welding the middle connecting beam to the middle of the columns; Step (4), supporting diagonal bracing only between adjacent columns on the outer side; Step (5), binding the middle reinforcement, and welding the middle reinforcement to the middle connecting beam mentioned in the step; Step (6), horizontally welding the upper crossbeam to the top of the columns; Step (7), binding the upper reinforcement, and welding the upper reinforcement to the upper crossbeam; Step (8), pouring concrete; However, in existing technologies, due to the large size and area of ​​large raft foundations, they need to be poured in stages during construction. However, in traditional pouring methods, the concrete in different areas is not poured in one go, resulting in a low degree of bonding at the joints, which can easily lead to the risk of water seepage later. The existing technology usually addresses this risk by adding a water-stop steel plate structure between the concrete structures poured in different batches. However, the traditional method of positioning the water-stop steel plate requires a separate installation structure, which can affect the construction efficiency to some extent. Therefore, this invention proposes a water-stop steel plate positioning module for raft foundation concrete construction to solve the above problems. Summary of the Invention

[0003] The purpose of this invention is to provide a waterstop steel plate positioning module for raft concrete construction, so as to solve the problems mentioned in the background art.

[0004] To achieve the above objectives, the present invention provides the following technical solution: a waterstop steel plate positioning module for raft concrete construction, comprising: Lower transverse template, wherein the lower transverse template is set at the transverse position of the area to be poured; Lower longitudinal template, wherein the lower longitudinal template is set at the longitudinal position of the area to be poured; An upper horizontal template is positioned directly above the lower horizontal template. An upper vertical template is positioned directly above the lower vertical template. A transverse waterstop steel plate, wherein the upper and lower sides of the transverse waterstop steel plate are positioned by an upper transverse template and a lower transverse template, respectively; The longitudinal waterstop steel plate is positioned on its upper and lower sides by an upper longitudinal template and a lower longitudinal template, respectively.

[0005] Preferably, the lower horizontal template, the lower vertical template, the upper horizontal template, and the upper vertical template are provided with lower reinforcing bar modules, upper reinforcing bar modules, and vertical reinforcing bars. The lower reinforcing bar modules and the upper reinforcing bar modules are all composed of horizontal and vertical reinforcing bars, and the horizontal and vertical reinforcing bars are arranged in a grid pattern. The horizontal and vertical reinforcing bars are connected by binding with steel wires. The lower end of the vertical reinforcing bar is buried below the ground, and the intersection of the vertical reinforcing bar with the horizontal and vertical reinforcing bars is fixed by binding with steel wires.

[0006] Preferably, the lower transverse template and the upper transverse template are positioned by means of a transverse reinforcement structure, the lower end of which is welded and positioned on the transverse reinforcement of the lower steel reinforcement module. The lower longitudinal template and the upper longitudinal template are positioned by means of a longitudinal reinforcement structure, the lower end of which is welded and positioned on the longitudinal reinforcement of the lower steel reinforcement module.

[0007] Preferably, both the transverse reinforcement structure and the longitudinal reinforcement structure are composed of a combination of primary, secondary, tertiary, and quaternary reinforcement members. The primary, secondary, tertiary, and quaternary reinforcement members are all steel bars, and they are all arranged in a Z-shape. The upper ends of the primary, secondary, tertiary, and quaternary reinforcement members are all integrally formed with threaded rods.

[0008] Preferably, the threaded rods of the first-level and second-level reinforcement members of the transverse reinforcement structure pass through the mounting holes on the lower transverse template, the threaded rods of the third-level and fourth-level reinforcement members of the transverse reinforcement structure pass through the mounting holes on the upper transverse template, the threaded rods of the first-level and second-level reinforcement members of the longitudinal reinforcement structure pass through the mounting holes on the lower longitudinal template, and the threaded rods of the third-level and fourth-level reinforcement members of the longitudinal reinforcement structure pass through the mounting holes on the upper longitudinal template.

[0009] Preferably, the outer sides of both the lower and upper transverse templates are fixed with transverse reinforcing beams by iron nails, and the outer sides of both the lower and upper longitudinal templates are fixed with longitudinal reinforcing beams by iron nails. The transverse reinforcing beams on the outer sides of both the lower and upper transverse templates are supported by a first vertical beam, and the longitudinal reinforcing beams on the outer sides of both the lower and upper longitudinal templates are supported by a second vertical beam.

[0010] Preferably, the first vertical beam is a pair of wooden beams, with the two wooden beams of the same pair located on both sides of the threaded rod. A positioning member is fitted on the threaded rod, and the positioning member is set in a semi-U shape. The two sides of the positioning member are respectively locked onto the wooden beams on both sides, and the positioning member is positioned on the threaded rod by a positioning nut. A retaining ring is integrally formed at the root of each threaded rod, and the retaining ring is set to abut against the inner side of the corresponding template.

[0011] Preferably, a lower reinforcing angle steel is provided at the corner where the lower horizontal template and the lower vertical template meet, and an upper reinforcing angle steel is provided at the corner where the upper horizontal template and the upper vertical template meet. The lower reinforcing angle steel and the upper reinforcing angle steel are both positioned on the corresponding horizontal reinforcing beam and vertical reinforcing beam through connectors.

[0012] Preferably, the upper side of both the upper horizontal template and the upper vertical template is provided with a rebar placement groove. The ends of the horizontal and vertical rebars on the upper rebar module are placed in the rebar placement groove. A sealing member is provided at the position of the rebar placement groove. A U-shaped groove is provided on the lower side of the sealing member. The U-shaped groove matches the size of the horizontal and vertical rebars.

[0013] Preferably, the ends of the transverse and longitudinal waterstop steel plates are set at a 45-degree angle, and the junction of the transverse and longitudinal waterstop steel plates is welded. The upper and lower sides of the transverse and longitudinal waterstop steel plates are fixedly welded with blocks. During actual installation, the blocks of the transverse and longitudinal waterstop steel plates abut against the inner side of the corresponding template. The upper and lower sides of the transverse and longitudinal waterstop steel plates are integrally formed with outer and inner waterstop protrusions. The outer and inner waterstop protrusions are strip-shaped protrusions. During actual installation, the inner and outer waterstop protrusions of the transverse and longitudinal waterstop steel plates are located on the inner and outer sides of the template, respectively.

[0014] Compared with the prior art, the beneficial effects of the present invention are: 1. By setting up a waterstop steel plate positioning module for raft concrete construction, which is composed of a lower horizontal formwork, a lower vertical formwork, an upper horizontal formwork, an upper vertical formwork, a horizontal waterstop steel plate, and a vertical waterstop steel plate, the horizontal and vertical waterstop steel plates are positioned and fixed simultaneously through the installation of the lower horizontal formwork, the lower vertical formwork, the upper horizontal formwork, and the upper vertical formwork. This avoids the need for independent installation structures to position the horizontal and vertical waterstop steel plates, thus optimizing the positioning method of the horizontal and vertical waterstop steel plates and effectively improving the overall construction efficiency of the project. 2. The lower and upper transverse templates are positioned by means of a transverse reinforcement structure, and the lower and upper longitudinal templates are positioned by means of a longitudinal reinforcement structure, thereby effectively improving the stability of the lower transverse template, lower longitudinal template, upper transverse template, and upper longitudinal template, thus ensuring the installation stability of the transverse and longitudinal waterstop steel plates. 3. By fixing and welding blocks to the upper and lower sides of the transverse and longitudinal waterstop steel plates, the blocks and the inner side of the template act as abutments, thereby limiting the position of the transverse and longitudinal waterstop steel plates. This prevents the mechanical vibration of the concrete vibrator during the pouring process from causing the transverse and longitudinal waterstop steel plates to shift, thus further ensuring the actual water-stopping effect of the transverse and longitudinal waterstop steel plates. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the structure of the present invention; Figure 2 for Figure 1 Enlarged schematic diagram of the structure at point A in the middle; Figure 3 for Figure 1 Enlarged schematic diagram of the structure at point B; Figure 4 for Figure 3Enlarged schematic diagram of the structure at point C; Figure 5 This is a schematic diagram showing the template location distribution of the present invention; Figure 6 for Figure 5 Enlarged schematic diagram of the structure at point D; Figure 7 This is a schematic diagram of the steel reinforcement module distribution of the present invention; Figure 8 for Figure 7 Enlarged schematic diagram of the structure at point E in the middle; Figure 9 This is a schematic diagram of the transverse water-stop steel plate structure of the present invention; Figure 10 This is a schematic diagram of the transverse reinforcement structure of the present invention; Figure 11 for Figure 10 Enlarged schematic diagram of the structure at point F; Figure 12 This is a schematic diagram of the positioning component structure of the present invention; Figure 13 This is a schematic diagram of the sealing component structure of the present invention.

[0016] In the diagram: Lower horizontal template 1, Lower vertical template 2, Upper horizontal template 3, Upper vertical template 4, Horizontal waterstop steel plate 5, Vertical waterstop steel plate 6, Lower rebar module 7, Upper rebar module 8, Vertical rebar 9, Upper horizontal rebar 10, Vertical rebar 11, Horizontal reinforcement structure 12, Vertical reinforcement structure 13, Horizontal reinforcement beam 14, Vertical reinforcement beam 15, First vertical beam 16, Second vertical beam 17, Lower reinforcement angle steel 18, Upper reinforcement angle steel 19, Connector 20, First-level reinforcement component 21, Second-level reinforcement component 22, Third-level reinforcement component 23, Fourth-level reinforcement component 24, Threaded rod 25, Positioning component 26, Positioning nut 27, Retaining ring 28, Stop block 29, Outer waterstop protrusion 30, Inner waterstop protrusion 31, Rebar rod placement groove 32, Sealing component 33, U-shaped groove 34. Detailed Implementation

[0017] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0018] Please see Figures 1-13 The present invention provides the following three preferred embodiments: Example 1: A positioning module for a waterstop steel plate in raft concrete construction includes a lower transverse formwork 1, a lower longitudinal formwork 2, an upper transverse formwork 3, an upper longitudinal formwork 4, a transverse waterstop steel plate 5, and a longitudinal waterstop steel plate 6. The lower transverse formwork 1 is positioned transversely in the area to be poured, the lower longitudinal formwork 2 is positioned longitudinally in the area to be poured, the upper transverse formwork 3 is positioned directly above the lower transverse formwork 1, and the upper longitudinal formwork 4 is positioned directly above the lower longitudinal formwork 2. The upper and lower sides of the transverse waterstop steel plate 5 are positioned by the upper transverse formwork 3 and the lower transverse formwork 1, respectively. The upper and lower sides of the longitudinal waterstop steel plate 6 are positioned by the upper longitudinal formwork 6. 4. Positioning of the lower longitudinal template 2: A positioning module for the waterstop steel plate in raft concrete construction is set up, consisting of the lower transverse template 1, lower longitudinal template 2, upper transverse template 3, upper longitudinal template 4, transverse waterstop steel plate 5, and longitudinal waterstop steel plate 6. The installation of the lower transverse template 1, lower longitudinal template 2, upper transverse template 3, and upper longitudinal template 4 simultaneously positions and fixes the transverse waterstop steel plate 5 and longitudinal waterstop steel plate 6, thus avoiding the need for independent installation structures to position the transverse waterstop steel plate 5 and longitudinal waterstop steel plate 6. This optimizes the positioning method of the transverse waterstop steel plate 5 and longitudinal waterstop steel plate 6, thereby effectively improving the overall construction efficiency of the project.

[0019] Within the area encompassing the lower horizontal formwork 1, lower vertical formwork 2, upper horizontal formwork 3, and upper vertical formwork 4, lower reinforcing bar modules 7, upper reinforcing bar modules 8, and vertical reinforcing bars 9 are arranged. Both the lower reinforcing bar modules 7 and upper reinforcing bar modules 8 are composed of horizontal reinforcing bars 10 and vertical reinforcing bars 11, which are arranged in a grid pattern and are connected by binding wire. The lower end of the vertical reinforcing bar 9 is buried below the ground, and the intersection of the vertical reinforcing bar 9 with the horizontal reinforcing bars 10 and the vertical reinforcing bars 11 is secured by binding wire.

[0020] Example 2: Based on Example 1, the lower transverse template 1 and the upper transverse template 3 are positioned by means of a transverse reinforcement structure 12. The lower end of the transverse reinforcement structure 12 is welded and positioned on the transverse reinforcement 10 on the lower reinforcement module 7. The lower longitudinal template 2 and the upper longitudinal template 4 are positioned by means of a longitudinal reinforcement structure 13. The lower end of the longitudinal reinforcement structure 13 is welded and positioned on the longitudinal reinforcement 11 on the lower reinforcement module 7. Both the transverse reinforcement structure 12 and the longitudinal reinforcement structure 13 are composed of a first-level reinforcement member 21, a second-level reinforcement member 22, a third-level reinforcement member 23 and a fourth-level reinforcement member 24. The first-level reinforcement member 21, the second-level reinforcement member 22, the third-level reinforcement member 23 and the fourth-level reinforcement member 24 are all steel bars, and the first-level reinforcement member 21, the second-level reinforcement member 22, the third-level reinforcement member 23 and the fourth-level reinforcement member 24 are all arranged in a Z-shape. The upper end of the first-level reinforcement member 21, the second-level reinforcement member 22, the third-level reinforcement member 23 and the fourth-level reinforcement member 24 are all integrally formed with threaded rods 25.

[0021] The threaded rods 25 of the primary reinforcement members 21 and 22 on the transverse reinforcement structure 12 pass through the mounting holes on the lower transverse template 1. The threaded rods 25 of the tertiary reinforcement members 23 and 24 on the transverse reinforcement structure 12 pass through the mounting holes on the upper transverse template 3. The threaded rods 25 of the primary reinforcement members 21 and 22 on the longitudinal reinforcement structure 13 pass through the mounting holes on the lower longitudinal template 2. The threaded rods 25 of the tertiary reinforcement members 23 and 24 on the longitudinal reinforcement structure 13... Through the mounting holes on the upper longitudinal template 4, horizontal reinforcing beams 14 are fixedly installed on the outer sides of the lower transverse template 1 and the upper transverse template 3 with iron nails. Vertical reinforcing beams 15 are fixedly installed on the outer sides of the lower longitudinal template 2 and the upper longitudinal template 4 with iron nails. The horizontal reinforcing beams 14 on the outer sides of the lower transverse template 1 and the upper transverse template 3 are all supported by the first vertical beam 16. The vertical reinforcing beams 15 on the outer sides of the lower longitudinal template 2 and the upper longitudinal template 4 are all supported by the second vertical beam 17.

[0022] The first vertical beam 16 is a pair of wooden beams, with the two beams of the same pair located on both sides of the threaded rod 25. The threaded rod 25 is fitted with a positioning piece 26, which is set in a semi-U shape. The two sides of the positioning piece 26 are respectively locked onto the wooden beams on both sides. The positioning piece 26 is positioned on the threaded rod 25 by a positioning nut 27. The root of the threaded rod 25 is integrally formed with a retaining ring 28, which abuts against the inner side of the corresponding template. The lower horizontal template 1 and the upper horizontal template 3 are assisted in positioning by the transverse reinforcement structure 12, and the lower longitudinal template 2 and the upper longitudinal template 4 are assisted in positioning by the longitudinal reinforcement structure 13. This effectively improves the stability of the lower horizontal template 1, the lower longitudinal template 2, the upper horizontal template 3, and the upper longitudinal template 4, thereby ensuring the installation stability of the transverse waterstop steel plate 5 and the longitudinal waterstop steel plate 6.

[0023] Example 3: Based on Example 2, a lower reinforcing angle steel 18 is provided at the corner where the lower horizontal template 1 and the lower vertical template 2 meet, and an upper reinforcing angle steel 19 is provided at the corner where the upper horizontal template 3 and the upper vertical template 4 meet. The lower reinforcing angle steel 18 and the upper reinforcing angle steel 19 are both positioned on the corresponding horizontal reinforcing beam 14 and vertical reinforcing beam 15 through connectors 20. The setting of the lower reinforcing angle steel 18 and the upper reinforcing angle steel 19 can ensure the connection strength at the junction of the horizontal template and the vertical template, and can prevent grout leakage at the junction.

[0024] The upper side of the upper horizontal template 3 and the upper vertical template 4 are provided with a rebar placement groove 32. The ends of the horizontal rebar 10 and the vertical rebar 11 on the upper rebar module 8 are placed in the rebar placement groove 32. A sealing piece 33 is provided at the position of the rebar placement groove 32. A U-shaped groove 34 is provided on the lower side of the sealing piece 33. The U-shaped groove 34 matches the size of the horizontal rebar 10 and the vertical rebar 11.

[0025] The ends of both the transverse and longitudinal water-stop steel plates 5 and 6 are set at a 45-degree angle, and the junctions of the transverse and longitudinal water-stop steel plates 5 and 6 are welded together. Blocks 29 are fixedly welded to the upper and lower sides of both the transverse and longitudinal water-stop steel plates 5 and 6. During actual installation, the blocks 29 abut against the inner sides of the corresponding templates. Both the transverse and longitudinal water-stop steel plates 5 and 6 have integrally formed outer water-stop protrusions 30 and inner water-stop protrusions 31 on their upper and lower sides. Both the outer and inner water-stop protrusions 30 and 31 are strip-shaped protrusions. During actual installation, the inner water-stop protrusion 31 and the outer water-stop protrusion 30 of the transverse water-stop steel plate 5 and the longitudinal water-stop steel plate 6 are located on the inner and outer sides of the template, respectively. By fixing and welding the stop blocks 29 on the upper and lower sides of the transverse water-stop steel plate 5 and the longitudinal water-stop steel plate 6, the stop blocks 29 and the inner side of the template play a supporting role, thereby limiting the position of the transverse water-stop steel plate 5 and the longitudinal water-stop steel plate 6. This prevents the mechanical vibration of the concrete vibrator during the pouring process from causing the transverse water-stop steel plate 5 and the longitudinal water-stop steel plate 6 to shift in position, thereby further ensuring the actual water-stopping effect of the transverse water-stop steel plate 5 and the longitudinal water-stop steel plate 6.

[0026] Although the illustrative specific embodiments of this application have been described above to enable those skilled in the art to understand this application, this application is not limited to the scope of the specific embodiments. For those skilled in the art, all applications utilizing the concept of this application are protected as long as various variations are within the spirit and scope of this application as defined and determined by the appended claims.

Claims

1. A positioning module for a waterstop steel plate in raft concrete construction, characterized in that: include: The lower horizontal template (1) is set at the horizontal position of the area to be poured. Lower longitudinal template (2), the lower longitudinal template (2) is set at the longitudinal position of the area to be poured; The upper horizontal template (3) is set directly above the lower horizontal template (1); The upper vertical template (4) is positioned directly above the lower vertical template (2); The horizontal waterstop steel plate (5) is positioned by the upper horizontal template (3) and the lower horizontal template (1) respectively. The longitudinal waterstop steel plate (6) is positioned by the upper longitudinal template (4) and the lower longitudinal template (2) respectively.

2. The positioning module for a waterstop steel plate in raft concrete construction according to claim 1, characterized in that: The lower horizontal template (1), lower vertical template (2), upper horizontal template (3), and upper vertical template (4) are equipped with lower steel reinforcement modules (7), upper steel reinforcement modules (8), and vertical steel reinforcement (9). The lower steel reinforcement modules (7) and upper steel reinforcement modules (8) are both composed of horizontal steel reinforcement (10) and vertical steel reinforcement (11). The horizontal steel reinforcement (10) and vertical steel reinforcement (11) are arranged in a grid pattern. The horizontal steel reinforcement (10) and vertical steel reinforcement (11) are connected by steel wire. The lower end of the vertical steel reinforcement (9) is buried below the ground. The vertical steel reinforcement (9) is tied and positioned by steel wire at the intersection of the horizontal steel reinforcement (10) and the vertical steel reinforcement (11).

3. The positioning module for a waterstop steel plate in raft concrete construction according to claim 2, characterized in that: The lower transverse template (1) and the upper transverse template (3) are positioned by means of a transverse reinforcement structure (12). The lower end of the transverse reinforcement structure (12) is welded and positioned on the transverse reinforcement (10) on the lower reinforcement module (7). The lower longitudinal template (2) and the upper longitudinal template (4) are positioned by means of a longitudinal reinforcement structure (13). The lower end of the longitudinal reinforcement structure (13) is welded and positioned on the longitudinal reinforcement (11) on the lower reinforcement module (7).

4. The positioning module for a waterstop steel plate in raft concrete construction according to claim 3, characterized in that: The transverse reinforcement structure (12) and the longitudinal reinforcement structure (13) are both composed of a first-level reinforcement member (21), a second-level reinforcement member (22), a third-level reinforcement member (23) and a fourth-level reinforcement member (24). The first-level reinforcement member (21), the second-level reinforcement member (22), the third-level reinforcement member (23) and the fourth-level reinforcement member (24) are all steel bars. The first-level reinforcement member (21), the second-level reinforcement member (22), the third-level reinforcement member (23) and the fourth-level reinforcement member (24) are all arranged in a Z-shape. The upper end of the first-level reinforcement member (21), the second-level reinforcement member (22), the third-level reinforcement member (23) and the fourth-level reinforcement member (24) are all integrally formed with threaded rods (25).

5. A positioning module for a waterstop steel plate in raft concrete construction according to claim 4, characterized in that: The threaded rods (25) of the first-level reinforcement (21) and second-level reinforcement (22) of the transverse reinforcement structure (12) pass through the mounting holes on the lower transverse template (1). The threaded rods (25) of the third-level reinforcement (23) and fourth-level reinforcement (24) of the transverse reinforcement structure (12) pass through the mounting holes on the upper transverse template (3). The threaded rods (25) of the first-level reinforcement (21) and second-level reinforcement (22) of the longitudinal reinforcement structure (13) pass through the mounting holes on the lower longitudinal template (2). The threaded rods (25) of the third-level reinforcement (23) and fourth-level reinforcement (24) of the longitudinal reinforcement structure (13) pass through the mounting holes on the upper longitudinal template (4).

6. A positioning module for a waterstop steel plate in raft concrete construction according to claim 5, characterized in that: The lower transverse template (1) and the upper transverse template (3) are both fixed with transverse reinforcing beams (14) by iron nails on their outer sides. The lower longitudinal template (2) and the upper longitudinal template (4) are both fixed with longitudinal reinforcing beams (15) by iron nails on their outer sides. The transverse reinforcing beams (14) on the outer sides of the lower transverse template (1) and the upper transverse template (3) are all supported by the first vertical beam (16). The longitudinal reinforcing beams (15) on the outer sides of the lower longitudinal template (2) and the upper longitudinal template (4) are all supported by the second vertical beam (17).

7. A waterstop steel plate positioning module for raft concrete construction according to claim 6, characterized in that: The first vertical beam (16) is a pair of wooden beams, and the two wooden beams of the same pair are located on both sides of the threaded rod (25). The threaded rod (25) is fitted with a positioning piece (26). The positioning piece (26) is set in a semi-U shape. The two sides of the positioning piece (26) are respectively stuck on the wooden beams on both sides. The positioning piece (26) is positioned on the threaded rod (25) by a positioning nut (27). The root of the threaded rod (25) is integrally formed with a retaining ring (28). The retaining ring (28) is set against the inner side of the corresponding template.

8. A waterstop steel plate positioning module for raft concrete construction according to claim 7, characterized in that: Lower reinforcing angle steel (18) is provided at the corner where the lower horizontal template (1) and the lower vertical template (2) meet. Upper reinforcing angle steel (19) is provided at the corner where the upper horizontal template (3) and the upper vertical template (4) meet. The lower reinforcing angle steel (18) and the upper reinforcing angle steel (19) are positioned on the corresponding horizontal reinforcing beam (14) and vertical reinforcing beam (15) by connecting parts (20).

9. A positioning module for a waterstop steel plate in raft concrete construction according to claim 8, characterized in that: The upper side of the upper horizontal template (3) and the upper vertical template (4) are provided with a steel bar placement groove (32). The ends of the horizontal steel bars (10) and the vertical steel bars (11) on the upper steel bar module (8) are all placed in the steel bar placement groove (32). A sealing piece (33) is provided at the position of the steel bar placement groove (32). A U-shaped groove (34) is provided on the lower side of the sealing piece (33). The U-shaped groove (34) matches the size of the horizontal steel bars (10) and the vertical steel bars (11).

10. A positioning module for a waterstop steel plate in raft concrete construction according to claim 1, characterized in that: The ends of the transverse waterstop steel plate (5) and the longitudinal waterstop steel plate (6) are set at a 45-degree angle, and the junction of the transverse waterstop steel plate (5) and the longitudinal waterstop steel plate (6) is welded. The upper and lower sides of the transverse waterstop steel plate (5) and the longitudinal waterstop steel plate (6) are fixedly welded with blocks (29). When the transverse waterstop steel plate (5) and the longitudinal waterstop steel plate (6) are actually installed, the blocks (29) are set against the inner side of the corresponding template. The upper and lower sides of the transverse waterstop steel plate (5) and the longitudinal waterstop steel plate (6) are integrally formed with an outer waterstop protrusion (30) and an inner waterstop protrusion (31). The outer waterstop protrusion (30) and the inner waterstop protrusion (31) are both strip-shaped protrusions. When the transverse waterstop steel plate (5) and the longitudinal waterstop steel plate (6) are actually installed, the inner waterstop protrusion (31) and the outer waterstop protrusion (30) are located on the inner and outer sides of the template, respectively.

Images