Waterproof construction method for deformation joint of comprehensive pipe gallery structure
By using customized tooling formwork and pulling screw system in the waterproof construction of the deformation joint of the integrated pipe corridor, the problems of unstable fixation and poor waterproof performance of the water stop belt are solved, and higher waterproofing effect and more efficient construction process are achieved.
Patent Information
- Application Number
- CN202510146215.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-10
- Publication Date
- 2025-03-21
AI Technical Summary
The prior art has problems of unstable fixing effect and poor waterproof performance in the waterproofing construction of deformation joints of integrated pipe corridors, which leads to the easy deviation of the water stop belt, affecting the waterproof effect and appearance quality of the structure.
The customized tooling formwork and pulling screw system are adopted. Through the precise dimensions of the tooling formwork and the positioning of the pulling screw, the middle buried water stop is always in the center position during the pouring process, reducing position deviation and improving waterproof reliability.
It effectively avoids the damage to the rubber water stop belt by traditional fixing methods, improves the water stop effect and position accuracy of the water stop belt, significantly improves the overall waterproof performance of the structure, simplifies the construction process, and improves the construction efficiency.
Smart Images
Figure CN119663906A_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of pipe gallery construction, and in particular to a waterproof construction method for deformation joints of a comprehensive pipe gallery structure. Background Art
[0002] At present, underground structures such as integrated pipeline corridors play an important role in urban construction, especially in their ability to effectively integrate various municipal pipelines and improve the operating efficiency and safety of urban infrastructure. In order to ensure the long-term stable operation of these facilities, waterproofing has become one of the key links, especially for the underground part of the integrated pipeline corridor. Due to its complex use environment and high waterproofing requirements, how to effectively solve the waterproofing problem of expansion joints is particularly important.
[0003] At present, there are two common methods for waterproofing the expansion joints of integrated pipe corridors: one is to fix the rubber waterstop by penetrating it on the formwork or structural steel bars; the other is to clamp and fix the rubber waterstop with end forms or wooden squares. Although the former method is more firmly fixed, it will leave penetration holes on the rubber waterstop, destroying its integrity and affecting the water-stopping effect; although the latter method will not damage the waterstop, it is easy to move due to vibration during the concrete pouring process due to insufficient fixation, causing the waterstop to deviate from the predetermined position, thereby affecting the waterproof performance.
[0004] Both of the above methods have certain defects, especially in terms of fixing effect and waterproof performance. Specifically, the method of penetrating the rubber waterstop will significantly reduce the overall waterproof ability of the waterstop, while the clamping method cannot ensure the stability of the waterstop during the pouring process, which easily leads to the position deviation of the waterstop, thus affecting the waterproof effect and appearance quality of the structure. Therefore, a new method is urgently needed to solve these problems in order to improve the waterproof reliability and construction quality of the deformation joints of the integrated pipe gallery. Summary of the invention
[0005] In order to overcome the deficiencies of the above-mentioned prior art, the present application provides a method for waterproofing the deformation joints of a comprehensive pipe gallery structure, which can effectively solve the leakage problem in the waterproofing construction of the deformation joints of the comprehensive pipe gallery structure, improve the construction quality and efficiency, and at the same time ensure the safety and stability of the structure.
[0006] This application is implemented through the following technical solutions: A waterproof construction method for deformation joints of a comprehensive pipe gallery structure comprises the following steps: Step 1: According to the thickness of the poured concrete and the width of the embedded water stop, a tooling template is manufactured, wherein the tooling template includes a panel and a rib plate, wherein the front side of the panel abuts against the poured concrete, and the rib plates are symmetrically arranged at right angles on both sides of the back side of the panel, and main ribs are provided at the two inner corners formed by the rib plates and the panel, and the two main ribs are supported by longitudinal ribs arranged at intervals; Step 2: evenly opening tension holes on the panel according to the width of the poured concrete, and the number of the tension holes is not less than three; Step three, tying the waterstop steel bars to form a waterstop steel bar skeleton; Step 4: Welding a first pair of tension screws and a second pair of tension screws which are arranged transversely on the side of the steel bar skeleton, wherein the first pair of tension screws are located below the second pair of tension screws, the ends of the first pair of tension screws and the second pair of tension screws both extend out of the steel bar skeleton, and positioning pieces are provided on the first pair of tension screws and the second pair of tension screws; Step 5: insert a tooling template onto the first tensioning screw through the tensioning hole to form a lower mold body, wherein the front side of the lower mold body abuts against the positioning piece, and the back side is fixed by a locking nut threadedly connected to the tensioning screw; Step 6: overlap the embedded water stop on the lower mold body, wherein the overlap width of the embedded water stop and the lower mold body is w, w=a / 2+b, a is the width of the embedded water stop, and b is the width of the deformation joint; Step 7, insert another tooling template into the second tensioning screw through the tensioning hole to form an upper mold body, wherein the front side of the upper mold body abuts against the positioning piece, and the back side is fixed by a locking piece threadedly connected to the tensioning screw; Step eight, check the installation position of the upper mold, the embedded waterstop and the lower mold. After ensuring that they are correct, set up the outer mold outside the steel frame and pour concrete.
[0007] By adopting the above technical scheme, it is possible to effectively avoid the damage to the rubber waterstop caused by the traditional fixing method, and improve the waterstop effect and position accuracy of the waterstop; specifically, through the customized tooling formwork and the tension screw system, the waterstop can be stably fixed at the center of the deformation joint during the pouring process, reducing the leakage caused by position offset, thereby significantly improving the overall waterproof performance of the structure. Among them, the tooling formwork is a C-shaped structure, including a panel and a rib plate. The panel realizes the shaping of the concrete, the rib plate increases the clamping area of the waterstop, and the inner corner is reinforced by the main rib, which enhances the structural strength between the panel and the rib plate, increases the torsional resistance of the rib plate, can better transmit the clamping force, and fix the waterstop between the tooling formwork to prevent displacement during concrete pouring; in addition, the method reduces the production cost and cycle of the formwork through a modular design, simplifies the installation process of the waterstop, and improves construction efficiency.
[0008] Optionally, the height of the tooling template is half the thickness of the poured concrete, and the width is not less than the sum of the widths of the embedded waterstop and the deformation joint.
[0009] By adopting the above technical solution, the height of the tooling template is set to half the thickness of the poured concrete, which further enables the template to be designed modularly, reducing the production cost and cycle of the template, and can better adapt to the needs of pouring concrete of different thicknesses, ensuring the stability and reliability of the template. At the same time, the design of the template width is not less than the sum of the width of the embedded waterstop and the deformation joint, ensuring the area of the waterstop clamped, and ensuring that the waterstop can be accurately centered in the deformation joint, effectively preventing the position of the waterstop from shifting, and improving the waterproof performance.
[0010] Optionally, in step seven, before the upper mold body and the second tension screw are fixed, a clamping mechanism is first fixed between the upper mold body and the lower mold body; the clamping mechanism is used to limit the position between the upper mold body and the lower mold body, and to form a clamp for the central embedded waterstop.
[0011] By adopting the above technical scheme, the clamping mechanism can effectively limit the positional relationship between the upper mold body and the lower mold body, so that the embedded waterstop can remain stable during the pouring process, and further avoid the positional displacement between the upper mold body and the lower mold body due to vibration, thereby ensuring that the waterstop is centered and improving the waterproof performance and pouring quality.
[0012] Further optionally, the clamping mechanism includes a clamping body and an adjusting bolt; the clamping body is an L-shaped structure, including a transverse portion and a longitudinal portion, the transverse portion is provided with a first waist circular hole, and the longitudinal portion is provided with a second waist circular hole; wherein the two clamping bodies are arranged in a C shape, and the middle portion is fixed by an adjusting bolt passing through the second waist circular hole.
[0013] By adopting the above technical solution, the design of the clamping mechanism allows the distance between the upper mold body and the lower mold body to be accurately adjusted, ensuring that the embedded waterstop is always in the center of the deformation joint during the pouring process, effectively avoiding the waterstop offset problem caused by the traditional fixing method, and improving the waterproof effect and the integrity of the structure; specifically, the combination of the L-shaped clamp and the adjusting bolt not only enhances the stability of the fixation, but also facilitates quick loading and unloading, improves construction efficiency, and has a simple structure and low production cost. The design of the second waist round hole can also be adjusted in length according to actual conditions.
[0014] Optionally, a tooling hole is provided on the rib plate.
[0015] By adopting the above technical solution, tooling holes are provided on the rib plate, so that the tooling formwork can be more flexibly adapted to different construction needs, and it is convenient to adjust and fix the position of the formwork, which improves the construction efficiency and accuracy, and the formwork can be expanded according to the actual concrete pouring structure needs. Specifically, the presence of tooling holes can facilitate the installation of auxiliary formwork or other auxiliary tools, such as clamping mechanisms, further enhancing the stability and reliability of the formwork system, ensuring that the embedded waterstop always maintains the correct fixed position during the pouring process, effectively avoiding the position offset problem caused by the traditional fixing method, and improving the waterproof effect.
[0016] Optionally, a sub-mold body is provided on the tooling template, and the sub-mold body is fixed on the tooling template through a tooling hole.
[0017] By adopting the above technical solution, the setting of the auxiliary mold body allows the tooling template to be flexibly adjusted according to actual construction needs, improving the adaptability and versatility of the template. Specifically, the auxiliary mold body can be fixed at different positions through the tooling holes, thereby changing the effective size of the template, better matching waterstops and deformation joints of different specifications, ensuring the position accuracy and fixing reliability of the waterstop, and thus improving the waterproof effect.
[0018] Optionally, the positioning member is in a conical platform structure with a threaded hole in the middle, which is threadedly connected to the tension screw, and the large end surface of the positioning member is located outside the steel frame.
[0019] By adopting the above technical scheme, the conical platform structure of the positioning piece can effectively prevent the tooling formwork from being displaced during the pouring process, ensure the position accuracy and stability of the embedded waterstop, and thus improve the waterproof effect; the threaded connection design of the positioning piece makes installation and disassembly easier, thereby improving construction efficiency; among them, the large end surface is located on the outside of the steel skeleton to provide better support, further enhance the fixing effect of the waterstop, and also facilitate later removal.
[0020] Optionally, the panel and rib plate are made of thick bamboo plywood.
[0021] By adopting the above technical solution, the panel and rib plate are made of thick bamboo plywood, which can effectively improve the overall strength and durability of the formwork, reduce the damage to the formwork caused by material degradation, and extend the service life. At the same time, bamboo plywood has good flatness and surface smoothness, which is conducive to improving the surface quality of concrete after pouring, reducing subsequent processing procedures, and improving construction efficiency. In addition, bamboo plywood also has a certain waterproof performance, which can prevent water penetration to a certain extent, further enhancing the waterproof effect.
[0022] Optionally, the main ribs are made of square wood.
[0023] By adopting the above technical solution, the main ribs are made of square wood, which can effectively enhance the rigidity and stability of the main ribs and prevent the template from being deformed due to uneven force during the pouring of concrete, thereby ensuring the position accuracy and waterproof effect of the embedded waterstop. In addition, square wood is easy to process and install, which reduces the difficulty of construction and improves construction efficiency.
[0024] Optionally, the first pair of tension screws and the second pair of tension screws are both sleeved with butterfly clips, and the butterfly clips are placed between the tooling template and the locking nut and abut against the main ribs or longitudinal ribs.
[0025] By adopting the above technical scheme, the setting of the butterfly card can effectively enhance the connection stability between the tension screw and the tooling formwork, prevent the displacement of the formwork due to vibration during the pouring of concrete, and ensure the position accuracy and waterproof performance of the embedded waterstop; it should be pointed out that the sleeved butterfly card abuts against the main rib or longitudinal rib, which not only increases the bearing area of the locking force of the panel and protects the panel, but also improves the overall anti-torque characteristics of the tooling formwork, so that a long-distance two-point positioning is formed between the tooling formwork and the tension screw, and the rigidity of the tension screw is transmitted to the rib plate through the main rib or longitudinal rib, which better ensures the synchronization between the rib plate and the tension screw, and can more effectively clamp the waterstop to prevent the waterstop from shifting; at the same time, the design of the butterfly card makes the disassembly of the tooling formwork more convenient and improves the construction efficiency.
[0026] In summary, the present application includes at least one of the following beneficial technical effects: 1. This construction method avoids the traditional fixing method of penetrating the rubber waterstop by using customized tooling templates and the fixing method of tension screws, prevents the waterstop from being damaged, and improves the overall waterproof performance of the waterstop; 2. This construction method uses the precise size of the tooling template and the positioning function of the tension screw to ensure that the embedded waterstop always remains in the center during the pouring process, effectively reducing the position deviation of the waterstop and improving the waterproof reliability; 3. This construction method is easy to operate. The tooling template adopts a modular design concept, which reduces the production cost and cycle, and is quicker to install and disassemble, reduces the construction difficulty, improves the construction efficiency, and ensures the construction quality. BRIEF DESCRIPTION OF THE DRAWINGS
[0027] Figure 1 It is a schematic diagram of the tooling template arrangement structure in a waterproof construction method for a comprehensive pipe gallery structure deformation joint described in Example 1; Figure 2 It is a schematic diagram of the three-dimensional structure of the tooling template described in the first embodiment; Figure 3 It is a side structural schematic diagram of the tooling template described in the first embodiment; Figure 4 is a schematic diagram of the structure of the concrete after pouring in the first embodiment; Figure 5 It is a schematic diagram of the tooling template arrangement structure in a waterproof construction method for a deformation joint of a comprehensive pipe gallery structure described in Example 2; Figure 6 It is a schematic diagram of the three-dimensional structure of the tooling template described in the second embodiment; Figure 7 It is a schematic diagram of the structure of the clamping mechanism and the tooling template in the second embodiment when they are installed; Figure 8 is a schematic diagram of the structure of concrete to be poured in Example 3; Fig. 9 It is a schematic diagram of the tooling template arrangement structure in a waterproof construction method for a comprehensive pipe gallery structure deformation joint described in Example 3; Fig.10 It is a schematic diagram of the three-dimensional structure of the tooling template described in the third embodiment.
[0028] In the figure: 1. tooling template; 11. panel; 111. tensioning holes; 12. rib plate; 121. tooling holes; 13. main rib; 14. longitudinal rib; 2. steel bar skeleton; 3. first tensioning screw; 4. second tensioning screw; 5. positioning piece; 6. locking piece; 7. butterfly card; 8. water stop; 9. clamping mechanism; 91. clamping body; 911. transverse part; 9111. first waist circular hole; 912. longitudinal part; 9121. second waist circular hole; 92. adjusting bolt; 10. sub-mold body. DETAILED DESCRIPTION
[0029] The following will clearly and completely describe the technical solutions of the various embodiments of the present application in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all of the embodiments. Based on the embodiments of the present application, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present application.
[0030] Embodiment 1 Reference Figures 1 to 3 The present application embodiment discloses a waterproof construction method for a deformation joint of a comprehensive pipe gallery structure, comprising the following steps: Step 1: Make a tooling template 1 according to the thickness of the poured concrete and the width of the embedded water stop 8, such as Figure 2 and Figure 3As shown, the tooling template 1 includes a panel 11 and a rib plate 12. The front of the panel 11 abuts against the poured concrete. The rib plates 12 are symmetrically arranged at right angles on both sides of the back of the panel 11. The two inner corners formed by the rib plates 12 and the panel 11 are both provided with main ribs 13. The two main ribs 13 are supported by longitudinal ribs 14 arranged at intervals. Specifically, the panel 11 and the rib plates 12 are both made of 15mm thick bamboo plywood. This material has good strength and durability and can withstand the pressure during concrete pouring. The main ribs 13 are made of 50×50mm square wood. This specification of square wood can provide sufficient support and is easy to process and install. The longitudinal ribs can be made of 20mm diameter steel pipes or 30×30mm square wood to increase the rigidity and stability of the template.
[0031] Step 2, such as Figure 3 As shown, the tensioning holes 111 are evenly opened on the panel 11 according to the width of the poured concrete, and the number of the tensioning holes 111 is not less than three; specifically, the tensioning holes 111 can be set in the middle of the panel 11, and the diameter is usually 16mm, and the spacing is 300-500mm; the distribution of the tensioning holes 111 should be uniform to ensure that the template is balanced in force; the number of the tensioning holes 111 can be adjusted according to actual needs, but it should be at least not less than three to ensure the fixing effect of the template.
[0032] Step 3: Tie the waterstop 8 steel bars to form the waterstop 8 steel bar skeleton 2; specifically, the waterstop 8 steel bars can be HRB400 steel bars with a diameter of 12mm, and the spacing of the steel bars is about 150mm. The steel bars should be tied tightly to prevent displacement during the pouring process; the height of the waterstop 8 steel bar skeleton 2 should be slightly higher than the center position of the embedded waterstop 8 to facilitate subsequent installation and fixation.
[0033] Step 4: weld the first tensioning screw 3 and the second tensioning screw 4 which are arranged transversely on the side of the steel skeleton 2, the first tensioning screw 3 is located below the second tensioning screw 4, the ends of the first tensioning screw 3 and the second tensioning screw 4 extend out of the steel skeleton 2, and the first tensioning screw 3 and the second tensioning screw 4 are provided with positioning pieces 5; insert a tooling template 1 on the first tensioning screw 3 through the tensioning hole to form a lower mold body, the front side of the lower mold body abuts against the positioning piece 5, and the back side is connected to the tensioning screw by a thread The locking nut on the rod is fixed; wherein, the spacing between the first tension screw 3 and the second tension screw 4 is L, H / 2<L<H / 2+h, H is the thickness of the concrete to be poured, and h is the thickness of the embedded water stop 8; specifically, the tension screw can be made of threaded steel with a diameter of 16mm, and the length is determined according to the actual situation; wherein, the positioning member 5 can be a conical platform structure, with a threaded hole in the middle, threadedly connected to the tension screw, and the large end face of the positioning member 5 is on the outside of the steel skeleton 2. This can ensure that the template remains stable during the pouring process and is not easily displaced.
[0034] Step five, insert a tooling template 1 onto the first tensioning screw 3 through the tensioning hole 111 to form a lower mold body, the front side of the lower mold body abuts against the positioning piece 5, and the back side is fixed by a locking nut threadedly connected to the tensioning screw; specifically, the locking piece 6 can be a nut, and a butterfly card can be sleeved between the tooling template 1 and the locking nut, the butterfly card abuts against the main rib 13 or the longitudinal rib, and is locked by the nut to ensure the fixing effect of the template.
[0035] Step six, overlap the embedded waterstop 8 on the lower mold body, wherein the overlapping width between the embedded waterstop 8 and the lower mold body is w, w=a / 2+b, a is the width of the embedded waterstop 8, and b is the width of the deformation joint; specifically, the overlapping width of the embedded waterstop 8 should be accurately calculated to ensure that it is in the center of the deformation joint during the pouring process; the waterstop 8 can be made of natural rubber material with a thickness of 6 mm, which has good elasticity and sealing, and can effectively prevent moisture penetration.
[0036] Step seven, insert another tooling template 1 into the second tensioning screw 4 through the tensioning hole 111 to form an upper mold body, the front of the upper mold body abuts against the positioning piece 5, and the back is fixed by a locking piece 6 threadedly connected to the tensioning screw; the embedded waterstop 8 is clamped and fixed by the upper mold body and the lower mold body; specifically, the structure of the upper mold body is the same as that of the lower mold body, and it is inserted into the second tensioning screw 4 through the tensioning hole 111. After the upper mold body is tightened, the distance between the upper mold body and the lower mold body is smaller than the thickness of the embedded waterstop 8, thereby forming a clamp for the embedded waterstop 8.
[0037] Step eight, check the installation position of the upper mold body, the embedded water stop 8 and the lower mold body, and after ensuring that they are correct, set up the outer mold outside the steel frame 2 and pour concrete; specifically, after the installation is completed, the installation position of each component should be carefully checked to ensure that it is correct before pouring; during the pouring process, attention should be paid to uniform vibration to avoid damage to the embedded water stop 8; the concrete structure after pouring is referenced Figure 4 .
[0038] The implementation principle of this embodiment is: through the customized tooling formwork 1 and the tension screw system, the waterstop strip 8 can be stably fixed at the center position of the deformation joint during the pouring process, reducing the leakage caused by position deviation, thereby significantly improving the overall waterproof performance of the structure; in addition, this method reduces the production cost and cycle of the formwork through a modular design, simplifies the installation process of the waterstop strip 8, and improves construction efficiency.
[0039] Embodiment 2 Reference Figures 5 to 7The embodiment of the present application discloses a waterproof construction method for deformation joints of a comprehensive pipe gallery structure. Different from the above embodiment, in step seven, before the upper mold body and the second tension screw 4 are fixed, a clamping mechanism 9 is first fixed between the upper mold body and the lower mold body; the clamping mechanism 9 is used to limit the position between the upper mold body and the lower mold body to prevent displacement due to vibration during concrete pouring, and further form a clamping of the central buried water stop 8. Specifically, as Figure 7 As shown, the clamping mechanism 9 includes a clamping body 91 and an adjusting bolt 92, wherein the clamping body 91 is an L-shaped structure, and the material can be high-strength steel, such as Q235 steel plate, with a thickness of 5mm; the clamping body 91 includes a transverse portion 911 and a longitudinal portion 912, the transverse portion 911 is provided with a first waisted circular hole 9111, and the longitudinal portion 912 is provided with a second waisted circular hole 9121; the adjusting bolt 92 can be an M12 bolt with a length of 50mm. The two clamping bodies 91 are arranged in a C shape, and the middle part is fixed by the adjusting bolt 92 that passes through the second waisted circular hole 9121.
[0040] The implementation principle of this embodiment is: the design of the clamping mechanism 9 allows the distance between the upper mold body and the lower mold body to be accurately adjusted, ensuring that the embedded waterstop 8 is always in the center of the deformation joint during the pouring process, effectively avoiding the problem of waterstop 8 offset caused by traditional fixing methods, and improving the waterproof effect and structural integrity; specifically, the combination of the L-shaped clamp 91 and the adjusting bolt 92 not only enhances the stability of the fixation, but also facilitates quick loading and unloading, improves construction efficiency, and has a simple structure and low production cost. The design of the second waist hole 9121 can also be adjusted in length according to actual conditions.
[0041] Embodiment 3 Reference Figures 8-10The embodiment of the present application discloses a waterproof construction method for deformation joints of a comprehensive pipe gallery structure. Different from the above-mentioned embodiment, the butt joint surface of the concrete structure to be cast is provided with a water stop, and the rib plate 12 of the tooling template 1 is provided with a tooling hole 121 for installing the auxiliary mold body 10, and the tooling hole 121 is a waist-round structure to facilitate fine adjustments in the later stage; the auxiliary mold body 10 is used to shape the water stop, and can be fixed to the tooling template 1 by screws or bolts, which is convenient for disassembly and replacement, wherein the auxiliary mold body 10 can have the same structural form as the tooling template 1, and the specific size is made according to the size of the water stop. During construction, in step seven, The auxiliary mold body 10, the tooling template 1 and the clamping mechanism 9 are fixed together. The clamping mechanism 9 connects the upper mold body, the lower mold body and the auxiliary mold body 10 as a whole, which can enhance the overall torsional strength, especially the auxiliary mold body 10, to prevent its displacement due to vibration during concrete pouring. Specifically, after positioning the position between the auxiliary mold body 10, the tooling template 1 and the clamping body 91, the fastening bolts are passed through the tooling holes 121 on the auxiliary mold body 10 and the tooling template 1, and then through the first waist round hole 9111 on the clamping body 91. By tightening the nut, the auxiliary mold body 10 and the tooling template 1 can be connected as a whole to proceed to the next process.
[0042] The implementation principle of this embodiment is as follows: the auxiliary mold body 10 has the same structural form as the tooling template 1 and can adopt a modular design, and the rib plate 12 is provided with a tooling hole 121, so that the tooling template 1 has expansibility and can more flexibly adapt to different construction needs, facilitate adjustment and fixation of the template position, improve construction efficiency and accuracy, and can expand the template according to the actual concrete casting structure needs; specifically, the presence of the tooling hole 121 can facilitate the installation of the auxiliary mold body 10 or other auxiliary tools, such as the clamping mechanism 9, further enhance the stability and reliability of the template system, ensure that the embedded waterstop 8 always maintains the correct fixed position during the casting process, effectively avoids the position offset problem caused by the traditional fixing method, and improves the waterproof effect. Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present application, rather than to limit it. Although the present application has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or replace some or all of the technical features therein with equivalents. However, these modifications or replacements do not deviate the essence of the corresponding technical solutions from the technical solutions of the embodiments of the present application.
Claims
1. A waterproof construction method for deformation joints of a comprehensive pipe gallery structure, characterized in that: The following steps are involved: Step 1: manufacturing a tooling template (1) according to the thickness of the poured concrete and the width of the embedded water stop (8), wherein the tooling template (1) comprises a panel (11) and a rib plate (12), wherein the front side of the panel (11) is in contact with the poured concrete, and the rib plates (12) are symmetrically arranged at right angles on both sides of the back side of the panel (11), and main ribs (13) are provided at two inner corners formed by the rib plates (12) and the panel (11), and the two main ribs (13) are supported by longitudinal ribs (14) arranged at intervals; Step 2, evenly opening tension holes (111) on the panel (11) according to the width of the poured concrete, wherein the number of the tension holes (111) is not less than three; Step 3, tying the water stop strip (8) steel bars to form a water stop strip (8) steel bar skeleton (2); Step 4: Welding a first tensioning screw (3) and a second tensioning screw (4) arranged transversely on the side of the steel frame (2), wherein the first tensioning screw (3) is located below the second tensioning screw (4), and the ends of the first tensioning screw (3) and the second tensioning screw (4) extend out of the steel frame (2), and positioning members (5) are provided on the first tensioning screw (3) and the second tensioning screw (4); wherein the end face of the positioning member (5) facing away from the steel frame (2) is flush with the end face of the concrete to be poured; Step 5, inserting a tooling template (1) onto the first tensioning screw (3) through the tensioning hole (111) to form a lower mold body, wherein the front side of the lower mold body abuts against the positioning member (5) and the back side is fixed by a locking nut threadedly connected to the tensioning screw; Step 6: overlap the embedded water stop strip (8) on the lower mold body, wherein the overlap width between the embedded water stop strip (8) and the lower mold body is w, w=a / 2+b, a is the width of the embedded water stop strip (8), and b is the width of the deformation joint; Step seven, inserting another tooling template (1) onto the second tensioning screw (4) through the tensioning hole (111) to form an upper mold body, wherein the front side of the upper mold body abuts against the positioning member (5), and the back side is fixed by a locking member (6) threadedly connected to the tensioning screw; the embedded water stop (8) is clamped and fixed by the upper mold body and the lower mold body; Step 8: Check the installation positions of the upper mold body, the embedded water stop (8) and the lower mold body. After ensuring that they are correct, set up an outer mold outside the steel frame (2) and pour concrete.
2. The waterproof construction method for expansion joints of a comprehensive pipe gallery structure according to claim 1 is characterized in that: The height of the tooling template (1) is half the thickness of the poured concrete, and the width is not less than the sum of the widths of the embedded water stop (8) and the deformation joint.
3. The waterproof construction method for expansion joints of a comprehensive pipe gallery structure according to claim 1 is characterized in that: In step seven, before the upper mold body and the second tension screw (4) are fixed, a clamping mechanism (9) is first fixed between the upper mold body and the lower mold body; the clamping mechanism (9) is used to limit the position between the upper mold body and the lower mold body.
4. The waterproof construction method for expansion joints of a comprehensive pipe gallery structure according to claim 3 is characterized in that: The clamping mechanism (9) comprises a clamping body (91) and an adjusting bolt (92); the clamping body (91) is in an L-shaped structure, comprising a transverse portion (911) and a longitudinal portion (912); the transverse portion (911) is provided with a first girdle hole (9111), and the longitudinal portion (912) is provided with a second girdle hole (9121); wherein the two clamping bodies (91) are arranged in a C-shape, and the middle portion is fixed by an adjusting bolt (92) that passes through the second girdle hole (9121).
5. The waterproof construction method for expansion joints of a comprehensive pipe gallery structure according to claim 1 is characterized in that: The rib plate (12) is provided with a tooling hole (121).
6. The waterproof construction method for expansion joints of a comprehensive pipe gallery structure according to claim 5 is characterized in that: The tooling template (1) is provided with a secondary mold body (10), and the secondary mold body (10) is fixed to the tooling template (1) via a tooling hole (121).
7. The waterproof construction method for expansion joints of a comprehensive pipe gallery structure according to claim 1 is characterized in that: The positioning member (5) is in the form of a conical platform structure, with a threaded hole in the middle thereof, which is threadedly connected to the tensioning screw rod, and the large end surface of the positioning member (5) is located outside the steel bar skeleton (2).
8. The waterproof construction method for expansion joints of a comprehensive pipe gallery structure according to claim 1 is characterized in that: The panel (11) and the rib plate (12) are made of thick bamboo plywood.
9. The waterproof construction method for expansion joints of a comprehensive pipe gallery structure according to claim 1 is characterized in that: The main ribs (13) are made of square timber.
10. The waterproof construction method for expansion joints of a comprehensive pipe gallery structure according to claim 1 is characterized in that: The first pair of tension screws (3) and the second pair of tension screws (4) are both sleeved with butterfly clips (7), and the butterfly clips (7) are placed between the tooling template (1) and the locking member (6) and abut against the main ribs (13) or the longitudinal ribs (14).