Super-long area post-cast strip template
By designing an ultra-long post-pouring strip formwork, and adopting adjustable water-retaining sill components and an 'X'-shaped reinforcing bar structure, the limitations of existing formwork installation and unstable support were solved, thereby improving construction efficiency and quality.
Patent Information
- Application Number
- CN202423058981.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-12
- Publication Date
- 2025-12-05
- Estimated Expiration
- 2034-12-12
AI Technical Summary
In the existing technology, the formwork for ultra-long post-pouring strips is not easy to adjust when selecting the length of the water-retaining sill component during construction, resulting in great installation limitations, easy deformation or damage to the bottom support structure, and affecting construction quality and efficiency.
An ultra-long regional post-pouring strip formwork was designed, including the structure base, reinforcing ribs, non-standard water-retaining components, and bottom support components. Through adjustable water-retaining sill components and 'X'-shaped reinforcing rod structures, the formwork can be flexibly spliced and stably supported, enhancing its stability and resistance to deformation.
It improves the construction efficiency and stability of the template, and allows for flexible adjustment of the water-blocking components according to the actual length, preventing deformation or damage to the bottom support, thus improving construction quality and overall resistance to deformation.
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Figure CN223634329U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of building construction, concretely to a super long area post-cast strip formwork. BACKGROUND
[0002] In building construction, post-cast strip is a temporary construction joint set in the whole floor slab, and the joint is poured after a period of time according to the design requirement. This kind of joint solves the differential settlement of the structure, the shrinkage and deformation of the concrete, and the temperature stress in the whole structure construction, and achieves the purpose of not setting permanent deformation joint. Especially, the post-cast strip of large warehouse super flat floor is generally set long, and the construction difficulty is extremely great by using the super flat floor standard in the American standard ASTM E1155 floor standard. The forming effect of the post-cast strip is the key to guarantee the flatness of the whole floor.
[0003] In the prior art, the Chinese utility model patent with the patent number CN201721643932.3 discloses a super long post-cast strip nut adjustable flexible formwork. The super long post-cast strip nut adjustable flexible formwork adopts steel wire mesh to form a post-cast strip formwork, can not be affected by the through construction steel bars at the post-cast strip, and realizes overall formwork. The mesh of the steel wire mesh and the water tension form a water film, and the steel wire mesh plays the role of overall formwork.
[0004] The super long post-cast strip nut adjustable flexible formwork given by the prior art is inconvenient to select the length of the water baffle assembly according to the actual construction length, is inconvenient to install the top wood board, is easy to cause the overall formwork, has great limitation in use, and the super long post-cast strip nut adjustable flexible formwork is not designed with a bottom reinforcing structure, and is easy to cause deformation or damage of the bottom support assembly under heavy load. SUMMARY
[0005] In view of the problems existing in the prior art of the super long post-cast strip nut adjustable flexible formwork, the purpose of the utility model is to provide a super long area post-cast strip formwork, which solves the problems existing in the convenience and stability of the formwork scheme.
[0006] In order to achieve the above purpose, the utility model adopts the following technical scheme:
[0007] A super long area post-cast strip formwork, which comprises a structure base layer and an inner structure reinforcing bar and a non-standard water baffle assembly fixedly installed at the top thereof, a post-cast strip reinforcing bar is arranged between the two structure base layers, a wood board is arranged at the top of the non-standard water baffle assembly, a water stop steel plate is fixedly installed on the side of the structure base layer close to the post-cast strip reinforcing bar, a bottom support assembly is fixedly installed at the bottom of the structure base layer, and a base is fixedly installed at the bottom of the bottom support assembly.
[0008] Preferably, the non-standard water blocking assembly comprises a first water blocking ridge and a second water blocking ridge, and the non-standard water blocking assembly is spliced by the first water blocking ridge and the second water blocking ridge.
[0009] Specifically, the non-standard water blocking assembly comprises a first water blocking ridge, the top of the first water blocking ridge is provided with a placing groove one, the inner side of the first water blocking ridge is provided with a positioning groove one, the top of the first water blocking ridge is further provided with a through groove one, the through groove one is provided with a positioning bolt one, one end of the first water blocking ridge is provided with a insertion slot one, the inner side of the insertion slot one is provided with a positioning plate, the top of the positioning plate is provided with a positioning hole, and the positioning bolt one penetrates through the through groove one and extends to the inner side of the positioning hole.
[0010] Through the above technical scheme, in use, first, the positioning plate is inserted into the insertion slot one, and then the positioning bolt one is screwed into the positioning hole through the through groove one, so that the first water blocking ridge and the positioning plate are assembled, and the connection of the second water blocking ridge is facilitated.
[0011] Preferably, the second water blocking ridge is provided with an insertion slot two at both ends, the structure of the insertion slot two is the same as that of the insertion slot one, the inner side of the second water blocking ridge is provided with a positioning groove two, the structure of the positioning groove two is the same as that of the positioning groove one, the top of the second water blocking ridge is provided with a through groove two, the through groove two is fixedly provided with a positioning bolt two, the top of the second water blocking ridge is provided with a placing groove two, and the insertion slot two and the positioning plate are in plug-in connection.
[0012] Through the above technical scheme, when the second water blocking ridge is connected, the insertion slot two of the second water blocking ridge is plugged into the positioning plate of the first water blocking ridge, and then the positioning bolt two is fixed, so that the splicing and assembly of the non-standard water blocking assembly are realized conveniently and quickly, and the construction efficiency is improved.
[0013] Preferably, the wood plate is provided with a positioning column fixedly installed at the bottom, the wood plate is located inside the placing groove one and the placing groove two, and the positioning column is in plug-in connection with the positioning groove one and the positioning groove two.
[0014] Through the above technical scheme, after the splicing of the non-standard water blocking assembly is completed, the length of the wood plate can be selected according to the length of the non-standard water blocking assembly, and then when the wood plate is installed, the positioning column can be inserted into the positioning groove one and the positioning groove two, so that the wood plate can be quickly aligned, and the positioning plate can be further fixed.
[0015] Preferably, the bottom support assembly comprises a bottom plate support plate, a support rod fixedly installed at the bottom of the bottom plate support plate, a support steel fixedly installed at the bottom of the support rod, a support seat fixedly installed at the bottom, a support column fixedly installed at the bottom of the support seat, an installation frame fixedly installed at the outer side of the support column, a fixed column in screw connection with the inner side of the installation frame, and a reinforcing rod in screw connection with the installation frame through the fixed column.
[0016] Through the technical scheme, the support column and the support base are installed first, then the support rod is connected with the support steel at the bottom of the bottom plate support plate, and then the reinforcing rod is connected with the mounting frame through the fixing column, thereby providing strong support force for the super-long area post-pouring belt formwork, being able to bear large weight and pressure, and ensuring the stability of the formwork in the construction process.
[0017] Preferably, the reinforcing rod is in the shape of an "X" structure, and the four end points of the reinforcing rod correspond to the mounting frames respectively.
[0018] Through the technical scheme, the end points of the "X" structure reinforcing rod are connected with the mounting frames through the fixing column when the bottom support assembly is installed, the "X" structure reinforcing rod has better stability and bearing capacity, and can effectively disperse the pressure and prevent the bottom support assembly from deforming or being damaged when bearing heavy load.
[0019] Preferably, the wood board is fixedly installed with a wooden frame, the wooden frame is fixedly installed with an angle steel outside, the other end of the angle steel is matched with the wood board, the angle steel is in a "triangular" structure, the bottom of the wooden frame is in contact with the top of the post-pouring belt reinforcing rib, and the water stop steel plate is located between the two post-pouring belt reinforcing ribs.
[0020] Through the technical scheme, the wooden frame is installed at the bottom of the wood board first, then the triangular angle steel is fixed outside the wooden frame and tightly matched with the wood board, the triangular angle steel provides stable support and reinforcement for the wood board, enhances the strength and anti-deformation capacity of the wood board, and prolongs the service life of the formwork, the wooden frame is placed on the top of the post-pouring belt reinforcing rib during installation, ensuring that the wooden frame and the post-pouring belt reinforcing rib are in close contact, and the water stop steel plate is installed between the two post-pouring belt reinforcing ribs, the contact between the wooden frame and the post-pouring belt reinforcing rib and the arrangement of the water stop steel plate enhance the structural strength of the post-pouring belt, effectively prevent water leakage, and improve the construction quality of the post-pouring belt.
[0021] Preferably, the non-standard water retaining assembly and the standard water retaining assembly are different in length, and the standard water retaining assembly is in an integrated structure.
[0022] Through the technical scheme, when the length required by the construction part is an integer length such as 50cm or 100cm, the standard water retaining assembly can be fully utilized to effectively support the wood board, and construction personnel can flexibly select different water retaining parts and wood boards for installation and combination according to different construction site conditions and specific use requirements.
[0023] The super-long area post-pouring belt formwork provided by the utility model has the following advantages compared with the prior art
[0024] Advantages:
[0025] 1、the super long area post-cast strip template, when connecting the second water stop ridge, the slot two of the second water stop ridge is inserted with the positioning plate of the first water stop ridge, then fixed through the positioning bolt two, the non-standard water stop assembly is assembled conveniently and quickly, the construction efficiency is improved, after the non-standard water stop assembly is assembled, the length of the wood board can be selected according to the length of the non-standard water stop assembly, and the wood board can also further fix the positioning plate, the length of the water stop ridge assembly can be selected according to the actual construction length, the installation of the top wood board is facilitated, and the whole template is avoided to have great limitations in use;
[0026] 2、the super long area post-cast strip template, when the length required by the construction part is exactly an integer length such as 50cm or 100cm, the standard water stop assembly can be fully utilized to realize effective support of the wood board, construction personnel can flexibly select different water stop pieces and wood boards to be installed and combined according to different construction site conditions and specific use requirements, the reinforcing rod has better stability and bearing capacity, can effectively disperse pressure, prevent the bottom support assembly from being deformed or damaged when bearing heavy load, and the single transverse reinforcing rod can also be used to connect two installation frames, thereby increasing the overall anti-deformation capacity. BRIEF DESCRIPTION OF DRAWINGS
[0027] Figure 1 it is the first perspective three-dimensional structure schematic view of the super long area post-cast strip template in the utility model;
[0028] Figure 2 it is the second perspective three-dimensional structure schematic view of the super long area post-cast strip template in the utility model;
[0029] Figure 3 it is the split structure schematic view of the bottom support assembly in the utility model;
[0030] Figure 4 it is the split structure schematic view of the structure base and wood board in the utility model;
[0031] Figure 5 it is the installation structure schematic view of the wood board and positioning column in the utility model;
[0032] Figure 6 it is the split structure schematic view of the non-standard water stop assembly in the utility model;
[0033] Figure 7 it is the split structure schematic view of the bottom support assembly in the utility model;
[0034] Figure 8 it is the split structure schematic view of the standard water stop assembly and water stop steel plate in the utility model.
[0035] Wherein: 1, structure base layer; 2, structure reinforcing bar; 3, post-cast strip reinforcing bar; 4, wooden board; 5, non-standard water retaining assembly; 501, first water retaining ridge; 502, placing groove one; 503, positioning groove one; 504, through groove one; 505, positioning bolt one; 506, insertion groove one; 507, positioning plate; 508, positioning hole; 509, second water retaining ridge; 510, insertion groove two; 511, positioning groove two; 512, through groove two; 513, positioning bolt two; 514, placing groove two; 6, wooden frame; 7, angle steel; 8, water stop steel plate; 9, bottom support assembly; 901, bottom plate support plate; 902, support rod; 903, support steel; 904, support seat; 905, support column; 906, mounting frame; 907, fixed column; 908, reinforcing rod; 10, base; 11, positioning column; 12, standard water retaining assembly. DETAILED DESCRIPTION
[0036] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the utility model.
[0037] Embodiment one:
[0038] As shown in Figure 1 , 2 and 4, the super-long area post-cast strip formwork provided in the present example mainly comprises a structure base layer 1 and a structure reinforcing bar 2 on the inner side and a non-standard water retaining assembly 5 fixedly installed on the top thereof.
[0039] Meanwhile, a post-cast strip reinforcing bar 3 is arranged between the two structure base layers 1, the non-standard water retaining assembly 5 is provided with a wooden board 4 on the top, a water stop steel plate 8 is fixedly installed on the side of the structure base layer 1 close to the post-cast strip reinforcing bar 3, a bottom support assembly 9 is fixedly installed on the bottom of the structure base layer 1, and a base 10 is fixedly installed on the bottom of the bottom support assembly 9.
[0040] In some preferred embodiments of the present example, as shown in Figure 6 , the non-standard water retaining assembly 5 in the super-long area post-cast strip formwork specifically comprises a first water retaining ridge 501 and a second water retaining ridge 509, and the non-standard water retaining assembly 5 is spliced by the first water retaining ridge 501 and the second water retaining ridge 509.
[0041] Further, the non-standard water blocking assembly 5 comprises a first water blocking ridge 501, a placing groove one 502 is formed on the top of the first water blocking ridge 501, a positioning groove one 503 is formed on the inner side of the first water blocking ridge 501, a through groove one 504 is further formed on the top of the first water blocking ridge 501, a positioning bolt one 505 is installed in the through groove one 504, an insertion groove one 506 is formed on one end of the first water blocking ridge 501, a positioning plate 507 is insertedly installed in the insertion groove one 506, a positioning hole 508 is formed on the top of the positioning plate 507, and the positioning bolt one 505 penetrates through the through groove one 504 and extends to the inner side of the positioning hole 508.
[0042] When the non-standard water blocking assembly 5 thus configured is used, the positioning plate 507 is first inserted into the insertion groove one 506, then the positioning bolt one 505 is threaded through the through groove one 504 and screwed into the positioning hole 508, so as to realize the assembly of the first water blocking ridge 501 and the positioning plate 507, and the connection of the second water blocking ridge 509 can be facilitated.
[0043] On this basis, the second water blocking ridge 509 is further provided with an insertion groove two 510 which is identical in structure to the insertion groove one 506 at both ends of the second water blocking ridge 509, the second water blocking ridge 509 is further provided with a positioning groove two 511 which is identical in structure to the positioning groove one 503 on the inner side of the second water blocking ridge 509, the second water blocking ridge 509 is further provided with a through groove two 512 on the top of the second water blocking ridge 509, a positioning bolt two 513 is fixedly installed in the through groove two 512, the second water blocking ridge 509 is further provided with a placing groove two 514 on the top of the second water blocking ridge 509, and the insertion groove two 510 and the positioning plate 507 are insertedly installed.
[0044] In this way, when the second water blocking ridge 509 is connected, the insertion groove two 510 of the second water blocking ridge 509 and the positioning plate 507 of the first water blocking ridge 501 are insertedly connected, and then the positioning bolt two 513 is used for fixation, so as to conveniently and quickly realize the splicing assembly of the non-standard water blocking assembly 5, improve the construction efficiency, and select the number of the second water blocking ridge 509 according to the actual construction length, so as to improve the diversity of the whole formwork.
[0045] Further referring to Figure 4 and Figure 5 In the preferred mode of the present example, the positioning column 11 is fixedly installed on the bottom of the wood board 4, the wood board 4 is located on the inner side of the placing groove one 502 and the placing groove two 514, and the positioning column 11 is insertedly installed with the positioning groove one 503 and the positioning groove two 511.
[0046] In this way, after the non-standard water blocking assembly 5 is spliced, the length of the wood board 4 can be selected according to the length of the non-standard water blocking assembly 5, then when the wood board 4 is installed, the positioning column 11 can be inserted into the positioning groove one 503 and the positioning groove two 511, so as to not only realize the quick alignment of the wood board 4, but also further fix the positioning plate 507, and when a non-integer length is used, the first water blocking ridge 501 and the second water blocking ridge 509 can be spliced to realize the assembly of the non-standard water blocking assembly 5.
[0047] In combination Figure 3 As shown in the drawings, in some preferred embodiments of the present example, the bottom support assembly 9 of the present example comprises a bottom plate support plate 901, a support rod 902 is fixedly installed at the bottom of the bottom plate support plate 901, a support steel 903 is fixedly installed at the bottom of the support rod 902, a support seat 904 is fixedly installed, a support column 905 is fixedly installed at the bottom of the support seat 904, an installation frame 906 is fixedly installed on the outer side of the support column 905, a fixed column 907 is threadedly connected to the inner side of the installation frame 906, and a reinforcing rod 908 is threadedly connected to the installation frame 906 through the fixed column 907.
[0048] In the bottom support assembly 9 with such a structure, the support column 905 and the support seat 904 are installed first, then the support rod 902 and the support steel 903 are connected at the bottom of the bottom plate support plate 901, and then the reinforcing rod 908 is connected to the installation frame 906 through the fixed column 907, thereby providing strong support force for the super-long area post-cast strip formwork and being able to withstand greater weight and pressure, thereby ensuring the stability of the formwork during construction.
[0049] Further in combination Figure 7 As shown in the drawings, the reinforcing rod 908 in the bottom support assembly 9 has an "X" shaped cross-section, and the four end points of the reinforcing rod 908 correspond to the plurality of installation frames 906. In this way, when installing the bottom support assembly 9, the end points of the "X" shaped reinforcing rod 908 are corresponded to the installation frames 906 and connected through the fixed columns 907. The "X" shaped reinforcing rod 908 has better stability and carrying capacity, can effectively disperse the pressure, prevent the bottom support assembly 9 from deforming or being damaged when bearing heavy load, and at the same time, a single transverse reinforcing rod 908 can be used to connect two installation frames 906, thereby increasing the overall anti-deformation capacity.
[0050] In combination Figure 3 As shown in the drawings, in some preferred embodiments of the present example, the wood board 4 of the present example is fixedly installed at the bottom of the wood board 4, the angle steel 7 is fixedly installed on the outer side of the wood board 6, the other end of the angle steel 7 is matched with the wood board 4, and the angle steel 7 has a "triangular" structure. First, the wood board 6 is installed at the bottom of the wood board 4, then the triangular angle steel 7 is fixedly installed on the outer side of the wood board 6 and tightly fitted with the wood board 4, and the triangular angle steel 7 provides stable support and reinforcement for the wood board 4, thereby enhancing the strength and anti-deformation capacity of the wood board 4 and prolonging the service life of the formwork.
[0051] On this basis, the wood frame 6 is further in contact with the top of the post-cast strip reinforcing rib 3, and the water stop steel plate 8 is located between the two post-cast strip reinforcing ribs 3. In this way, during installation, the wood frame 6 is placed on the top of the post-cast strip reinforcing rib 3 to ensure close contact between the two, and the water stop steel plate 8 is installed between the two post-cast strip reinforcing ribs 3. The contact between the wood frame 6 and the post-cast strip reinforcing rib 3 and the arrangement of the water stop steel plate 8 enhance the structural strength of the post-cast strip, effectively prevent water leakage, and improve the construction quality of the post-cast strip.
[0052] Embodiment Two:
[0053] Based on the scheme of Embodiment One, this embodiment further provides an optimized scheme.
[0054] In this embodiment, the non-standard water retaining assembly 5 and the standard water retaining assembly 12 are further set to different lengths, and the standard water retaining assembly 12 is of an integrated structure. In this way, during actual construction, when the required length of the construction site is an integer length such as 50 cm or 100 cm, the standard water retaining assembly 12 can be fully utilized to effectively support the wood board 4, and construction personnel can flexibly select different water retaining components and wood boards 4 for installation and combination according to different construction site conditions and specific use requirements.
[0055] For the super-long area post-cast strip formwork formed based on the above-mentioned embodiment scheme, the use process and corresponding technical features are specifically described below in combination with the drawings.
[0056] As shown in Figures 1 to 8 When the super-long area post-cast strip formwork is used, the positioning plate 507 is first inserted into the slot one 506, then the positioning bolt one 505 is passed through the through slot one 504 and screwed into the positioning hole 508, the assembly of the first water retaining ridge 501 and the positioning plate 507 is realized, and the connection of the second water retaining ridge 509 is facilitated; when the second water retaining ridge 509 is connected, the slot two 510 of the second water retaining ridge 509 is inserted with the positioning plate 507 of the first water retaining ridge 501, and then the positioning bolt two 513 is fixed, the splicing and assembly of the non-standard water retaining assembly 5 are conveniently and quickly realized, the construction efficiency is improved, and the number of the second water retaining ridge 509 can be selected according to the actual construction length, and the diversity of the overall formwork can be improved.
[0057] After the splicing of the non-standard water retaining assembly 5 is completed, the length of the wood board 4 can be selected according to the length of the non-standard water retaining assembly 5, and then when the wood board 4 is installed, the positioning column 11 is inserted into the positioning slot one 503 and the positioning slot two 511, which not only realizes the quick alignment of the wood board 4, but also further fixes the positioning plate 507.
[0058] In the installation of the bottom support assembly 9, the end points of the "X" shaped reinforcing rods 908 are corresponded with the installation frames 906 and connected through the fixing columns 907, the "X" shaped reinforcing rods 908 have better stability and bearing capacity, can effectively disperse the pressure and prevent the bottom support assembly 9 from deforming or damaging when bearing heavy load, meanwhile, a single transverse reinforcing rod 908 can also be used to connect two installation frames 906, thereby increasing the overall anti-deformation capacity.
[0059] Further, the wooden frame 6 is installed at the bottom of the wooden board 4 first, then the triangular angle steel 7 is fixed outside the wooden frame 6 and closely attached to the wooden board 4, the triangular angle steel 7 provides stable support and reinforcement for the wooden board 4, enhances the strength and anti-deformation capacity of the wooden board 4 and prolongs the service life of the formwork.
[0060] Although the embodiments of the present application have been shown and described, it is to be understood that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of the present application, the scope of the present application is defined by the appended claims and their equivalents.
Claims
1. An ultra-long area post-cast strip template, comprising a structure base layer (1) and an inner structure reinforcing bar (2) and a non-standard water retaining component (5) fixedly installed on the top of the structure reinforcing bar, characterized in that: Two said construction base (1) between the setting of post-pouring band reinforcement (3), the non-standard water retaining assembly (5) top is equipped with the wooden board (4), the construction base (1) is close to post-pouring band reinforcement (3) one side fixed mounting is equipped with the water stop steel sheet (8), the construction base (1) bottom fixed mounting is equipped with bottom support assembly (9), bottom support assembly (9) bottom fixed mounting is equipped with base (10).
2. The super-long area post-cast strip template according to claim 1, characterized in that: The non-standard water retaining assembly (5) includes a first water retaining ridge (501) and a second water retaining ridge (509), and the non-standard water retaining assembly (5) is spliced by the first water retaining ridge (501) and the second water retaining ridge (509).
3. The super-long area post-cast strip template according to claim 2, characterized in that: The non-standard water retaining assembly (5) includes a first water retaining ridge (501), and the first water retaining ridge (501) is provided with a placing groove (502) at the top, and is provided with a positioning groove (503) at the inner side, and is further provided with a through groove (504) at the top, and the through groove (504) is provided with a positioning bolt (505) mounted therein, and one end of the first water retaining ridge (501) is provided with a slot (506), and the slot (506) is provided with a positioning plate (507) inserted and mounted at the inner side, and the positioning plate (507) is provided with a positioning hole (508) at the top, and the positioning bolt (505) penetrates through the through groove (504) and extends to the inner side of the positioning hole (508).
4. The super-long area post-cast strip template according to claim 3, characterized in that: The second water retaining ridge (509) is provided with a slot (510) at both ends, which is the same structure as the slot (506), and the inner side of the second water retaining ridge (509) is provided with a positioning groove (511), which is the same structure as the positioning groove (503), and the top of the second water retaining ridge (509) is provided with a through groove (512), and the through groove (512) is fixedly provided with a positioning bolt (513) mounted therein, and the top of the second water retaining ridge (509) is provided with a placing groove (514), and the slot (510) and the positioning plate (507) are inserted and mounted.
5. The super-long area post-cast strip template according to claim 4, characterized in that: The wooden board (4) is fixedly provided with a positioning column (11) at the bottom, and the wooden board (4) is located at the inner side of the placing groove (502) and the placing groove (514), and the positioning column (11) is inserted and mounted with the positioning groove (503) and the positioning groove (511).
6. The super-long area post-cast strip template according to claim 1, wherein: The bottom support assembly (9) includes a bottom plate support plate (901), and the bottom plate support plate (901) is fixedly provided with a support rod (902) at the bottom, and the support rod (902) is fixedly provided with a support steel (903) at the bottom, and the bottom is fixedly provided with a support seat (904), and the support seat (904) is fixedly provided with a support column (905) at the bottom, and the support column (905) is fixedly provided with a mounting frame (906) at the outer side, and the mounting frame (906) is threadedly connected with a fixed column (907) at the inner side, and the mounting frame (906) is threadedly connected with a reinforcing rod (908) through the fixed column (907).
7. The super-long area post-cast strip template according to claim 6, characterized in that: The cross section of the reinforcing rod (908) is in the shape of "X", and the four end points of the reinforcing rod (908) correspond to the mounting frames (906) respectively.
8. The super-long area post-cast strip template according to claim 1, wherein: The wood board (4) is fixedly installed at the bottom of the wood frame (6), the outer side of the wood frame (6) is fixedly installed with the angle steel (7), the other end of the angle steel (7) is matched with the wood board (4), the angle steel (7) is in a "triangular" structure, the bottom of the wood frame (6) is in contact with the top of the post-installed strip reinforcement (3), and the water-stop steel plate (8) is located between the two post-installed strip reinforcements (3).
9. The super-long area post-cast strip template according to claim 1, wherein: The non-standard water retaining assembly (5) is different in length from the standard water retaining assembly (12), and the standard water retaining assembly (12) is in an integrated structure.
Citation Information
Patent Citations
Flexible template with adjustable overlength post -cast strip nut
CN207609166U