A tooling type shaped column bottom grouting template

Abstract

The application discloses a tool type shaping column bottom grouting template and belongs to the technical field of column bottom grouting templates. The tool type shaping column bottom grouting template comprises two long templates and two short templates, the two long templates and the two short templates are clamped in a mortise and tenon mode to form a frame body, a first angle steel is fixedly installed at the middle part of the outer side of each long template, and a second angle steel is fixedly installed at the middle part of the outer side of each short template. The tool type shaping column bottom grouting template is made of high-precision steel material, has high size precision and surface smoothness, and can guarantee the size and appearance quality of a concrete structure. Compared with traditional wood templates and other materials, the tool type shaping column bottom grouting template has relatively low purchasing cost, high utilization rate, and can reduce the material cost of construction units, conforms to the concept of sustainable development, is favorable for reducing the consumption of natural resources such as wood and reducing the damage and pollution to the environment.

Description

Technical Field

[0001] This invention belongs to the technical field of column base grouting templates, and particularly relates to a tool-type standardized column base grouting template. Background Technology

[0002] With the rapid development of the construction industry, building structures are becoming increasingly diversified. Precast concrete columns (PC columns), as a new type of building component, have been widely used in various buildings due to their advantages such as high efficiency, environmental protection, and energy saving. However, the construction of PC columns is relatively difficult, especially the process of formwork at the bottom, which directly affects the overall construction quality of the PC column.

[0003] The existing technology has several problems: traditional PC column base formwork techniques typically use steel or wooden formwork for assembly. While this method is simple and easy to implement, it presents numerous challenges during actual construction. For example, the installation and dismantling of formwork involves a large workload, affecting construction efficiency; the formwork material is prone to deformation, leading to unstable PC column forming quality; and the low reusability of formwork increases construction costs. These problems not only hinder the advancement of PC column construction technology but also affect the sustainable development of the construction industry. To overcome the shortcomings of traditional formwork techniques, a modular, tool-type column base grouting formwork is proposed. Summary of the Invention

[0004] To address the problems of existing technologies, this invention provides a modular, standardized column base grouting formwork. This formwork offers advantages such as improved installation and dismantling efficiency and high formwork utilization. It solves the problem of traditional PC column base formwork techniques, which typically use steel or wooden formwork for assembly. While this method is simple and easy to implement, it presents numerous problems in actual construction. For example, the installation and dismantling of the formwork involves a large workload, affecting construction efficiency; the formwork material is prone to deformation, leading to unstable PC column forming quality; and the formwork has a low reuse rate, increasing construction costs.

[0005] The present invention is implemented as follows: a tool-type standardized column base grouting template includes two long templates and two short templates. The two long templates and two short templates are joined together by tenon and mortise to form a frame. A first angle steel is fixedly installed on the middle of the outer side of each long template, and a second angle steel is fixedly installed on the middle of the outer side of each short template.

[0006] In a preferred embodiment of the present invention, the frame formed by the long template and the short template is positioned by a cross positioning plate, and steel plates are fixedly connected to both sides of the cross positioning plate.

[0007] As a preferred embodiment of the present invention, sleeves are fixedly connected at the contact points between the steel plate and the cross positioning plate, a first steel block is welded onto each sleeve, and a second steel block is welded to both ends of each short template.

[0008] As a preferred embodiment of the present invention, both the first steel block and the second steel block are provided with bolt holes, and adjacent first steel blocks and second steel blocks are fixedly connected by fixing bolts.

[0009] As a preferred embodiment of the present invention, the long template has a first mortise and tenon groove at both ends, and a horizontal slot is provided on the long template on one side of each first mortise and tenon groove.

[0010] As a preferred embodiment of the present invention, the short template has a second mortise and tenon groove at both ends, and the long template and the short template are engaged by the first mortise and tenon groove and the second mortise and tenon groove.

[0011] As a preferred embodiment of the present invention, each of the horizontal slots is provided with a horizontal adjustment steel block for adjusting the levelness.

[0012] As a preferred embodiment of the present invention, the height of the first angle steel is the same as the height of the long template, and the height of the second angle steel is the same as the height of the short template.

[0013] As a preferred embodiment of the present invention, both the first angle steel and the second angle steel have two cement nail holes for fixing the angle steel.

[0014] As a preferred embodiment of the present invention, both the first angle steel and the second angle steel are provided with holes.

[0015] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0016] 1. This invention utilizes high-precision steel to manufacture steel formwork, achieving high dimensional accuracy and surface smoothness, thus ensuring the dimensional and aesthetic quality of concrete structures. Compared to traditional wooden formwork, steel formwork has relatively lower procurement costs and higher utilization rates, reducing material costs for construction units. This aligns with sustainable development principles, helping to reduce the consumption of natural resources such as timber and minimizing environmental damage and pollution. After special treatment, the steel formwork exhibits excellent corrosion and wear resistance, reducing maintenance costs. Furthermore, the steel formwork possesses good tensile and compressive strength and can withstand significant construction loads and pressures, ensuring stability and safety during construction.

[0017] 2. In this invention, the steel formwork installation process adopts standardized connection methods and auxiliary tools, which can improve installation accuracy and construction efficiency, and reduce the impact of installation errors on structural accuracy; modern steel formwork calibration and testing equipment can realize integrated operation, quickly and accurately complete the calibration and testing of the formwork, and further improve construction accuracy and quality control level.

[0018] 3. This invention draws on the characteristics of traditional Chinese mortise and tenon structure in its design. It further refines the design of the PC column base formwork by combining the design drawings with the actual construction requirements of the construction site. This reduces the need for many auxiliary tools and equipment during installation and dismantling, thus lowering the difficulty of installation and dismantling. Secondly, the formwork adopts uniform size and specifications, which facilitates assembly and dismantling and improves construction efficiency. Attached Figure Description

[0019] Figure 1 This is a three-dimensional schematic diagram of the overall structure of the present invention;

[0020] Figure 2 This is an exploded view of the overall structure of the present invention;

[0021] Figure 3 For the present invention Figure 2 Enlarged view of the structure at point A in the middle;

[0022] Figure 4 This is a partial exploded view of the structure of the present invention;

[0023] Figure 5 This is a three-dimensional schematic diagram of the long template structure of the present invention;

[0024] Figure 6 This is a three-dimensional schematic diagram of the short template structure of the present invention.

[0025] In the diagram: 1. Long template; 101. First mortise and tenon groove; 102. Horizontal slot; 2. Short template; 201. Second mortise and tenon groove; 3. Horizontal adjustment steel block; 4. First angle steel; 5. Second angle steel; 6. Cross positioning plate; 7. Steel plate; 8. Sleeve; 9. First steel block; 10. Second steel block; 11. Fixing bolt; 12. Cement nail hole; 13. Hole; 14. Bolt hole. Detailed Implementation

[0026] To further understand the invention's content, features, and effects, the following embodiments are provided, and detailed descriptions are given in conjunction with the accompanying drawings.

[0027] The structure of the present invention will now be described in detail with reference to the accompanying drawings.

[0028] like Figures 1 to 6 As shown in the figure, the tool-type standardized column bottom grouting template provided in this embodiment of the invention includes two long templates 1 and two short templates 2. The two long templates 1 and two short templates 2 are engaged by tenon and mortise to form a frame. A first angle steel 4 is fixedly installed on the middle of the outer side of each long template 1, and a second angle steel 5 is fixedly installed on the middle of the outer side of each short template 2.

[0029] In this application, 10mm thick steel formwork is used as the main formwork material. Steel formwork not only has good tensile and compressive strength, but also can withstand large construction loads and pressures, ensuring stability and safety during construction. Simultaneously, steel formwork is corrosion-resistant, has a high reusability rate, and is environmentally friendly, thus extending its service life, increasing turnover rate, and reducing construction costs. Secondly, due to the good rigidity and strength of steel formwork, it ensures a smooth and even surface after concrete pouring, improving construction quality. Compared to traditional materials such as wooden formwork, steel formwork has a relatively low procurement cost, reducing material costs for construction units.

[0030] In this case, the main material selected was two 760mm*80mm*10mm and 530mm*60mm*10mm steel templates spliced ​​together. Common angle steel and cement nails were used to fix the middle of the steel templates to prevent misalignment and eccentricity, optimize the on-site installation process, and improve construction efficiency.

[0031] like Figure 1 , Figure 2 As shown, the frame formed by the long template 1 and the short template 2 is positioned by a cross positioning plate 6, and steel plates 7 are fixedly connected to both sides of the cross positioning plate 6.

[0032] In this application, the steel plate 7 is provided to improve the stability of the cross positioning plate 6.

[0033] like Figure 1 , Figure 2 , Figure 3 As shown, sleeves 8 are fixedly connected at the contact points between the steel plate 7 and the cross positioning plate 6. A first steel block 9 is welded onto each sleeve 8, and a second steel block 10 is welded to both ends of each short template 2.

[0034] In this application, the arrangement of the first steel block 9 and the second steel block 10 facilitates the integration of the cross positioning plate 6, which is fixedly connected to the sleeve 8, with the frame formed by the long template 1 and the short template 2 into a whole, thereby improving the stability of the entire grouting template.

[0035] like Figure 1 , Figure 2 , Figure 3 As shown, bolt holes 14 are provided on both the first steel block 9 and the second steel block 10, and adjacent first steel blocks 9 and second steel blocks 10 are fixedly connected by fixing bolts 11.

[0036] In this application, the installation and disassembly efficiency of the first steel block 9 and the second steel block 10 is improved by setting the fixing bolt 11, thereby increasing the grouting speed.

[0037] like Figure 1 , Figure 4 , Figure 5and Figure 6 As shown, the long template 1 has a first mortise and tenon groove 101 at both ends, and a horizontal slot 102 is provided on the long template 1 on one side of each first mortise and tenon groove 101. The short template 2 has a second mortise and tenon groove 201 at both ends. The long template 1 and the short template 2 are engaged through the first mortise and tenon groove 101 and the second mortise and tenon groove 201.

[0038] In this application, since the grouting height of the PC column base is 50mm, the length is 650mm, and the width is 450mm, grooves are made on both sides of the steel formwork. The height of the first tenon groove 101 on both sides of the 760mm*80mm*10mm long formwork 1 is 40mm, and the height of the second tenon groove 201 on both sides of the 530mm*60mm*10mm short formwork 2 is 20mm. Since the height of the short formwork 2 is 60mm, the height difference between the grouting height of the PC column base and the height of the short formwork 2 is 10mm. This 10mm height difference is used for vertical leveling, so that the grouted concrete has sufficient height difference for leveling the horizontal surface. The setting of the horizontal groove 102 facilitates the horizontal leveling of the short formwork 2.

[0039] like Figure 1 , Figure 2 , Figure 4 As shown, each horizontal slot 102 is equipped with a horizontal adjustment steel block 3 for adjusting the levelness.

[0040] In this application, by inserting the horizontal adjustment steel block 3 into the horizontal slot 102, the short template 2 is horizontally adjusted under the action of the inner plane of the horizontal adjustment steel block 3, thereby improving the stability of the steel template frame and avoiding positional displacement during grouting, which could lead to errors in the finished grouting product.

[0041] like Figure 1 , Figure 2 , Figure 4 As shown, the height of the first angle steel 4 is the same as the height of the long template 1, and the height of the second angle steel 5 is the same as the height of the short template 2.

[0042] In this application, the placement of the first angle steel 4 and the second angle steel 5 facilitates the positioning of the steel formwork and improves construction efficiency.

[0043] like Figure 1 , Figure 2 , Figure 4 As shown, both the first angle steel 4 and the second angle steel 5 have two cement nail holes 12 for fixing the angle steel, and both the first angle steel 4 and the second angle steel 5 have holes 13.

[0044] In this application, the cement nail hole 12 is provided to facilitate the fixing of the cement nail to the steel formwork frame by angle steel. After the grouting is completed, the hole 13 is provided so that the cement nail can be pried up by inserting steel bars through the hole 13, so as to achieve the effect of quick demolding and quick turnover.

[0045] Working principle of the invention:

[0046] First, the cross lines of the pre-installed PC columns are pre-drawn according to the raft slab grid to ensure the accuracy of the PC column positions. Then, four steel templates are connected into a frame by combining the first tenon groove 101 and the second tenon groove 201, so that the steel template frame covers the bottom cross lines of the PC column. Then, each horizontal adjustment steel block 3 is inserted into each horizontal slot 102 to ensure the levelness of the short template 2. Then, the first angle steel 4 and the second angle steel 5 are fixed with cement nails to prevent the steel template frame from being misaligned or eccentric, so as to improve construction efficiency.

[0047] Then, using the pre-drawn cross lines at the bottom of the PC column, place the cross positioning plate 6 inside the steel formwork frame, so that the four corners of the cross positioning plate 6 abut against the four corners inside the steel formwork frame, and then weld the steel plate 7 onto the cross positioning plate 6.

[0048] Before drilling, the PC column area should be leveled and checked according to the elevation. The hole depth should not be determined directly by the ground to avoid the anchor bolts being exposed too long or too short after installation. Then, drill holes according to the cross lines drawn on the bottom of the PC column. At the location where holes need to be drilled, weld the sleeve 8 with an outer diameter of 42mm and an inner diameter of 28mm to the steel plate 7 to form a whole and ensure the position of the hole.

[0049] After the hole is drilled, use a blower to blow out the dust and other debris in the hole to ensure that there is no debris in the hole. Insert the matching chemical agent into the hole 13 to anchor to a depth of 220mm. Then, insert the anchor bolt. After insertion, the chemical anchor bolt should be left to stand for a period of time and should not be bumped to avoid loosening.

[0050] After the PC column has solidified, it is installed. The anchor bolts should be inserted as the PC column is installed and protected to prevent deformation from collisions with external objects. After the PC column is installed, the bottom is grouted. After the bottom of the column has solidified, steel bars are inserted into the cavity 13 to pry up the cement nails, thereby achieving the effect of quick demolding and quick turnover.

[0051] In summary, this modular column base grouting formwork, made from high-precision steel, boasts high dimensional accuracy and surface smoothness, ensuring the dimensional and aesthetic quality of the concrete structure. Compared to traditional wooden formwork, steel formwork offers lower procurement costs and higher utilization rates, reducing material costs for construction units. This aligns with sustainable development principles, reducing the consumption of natural resources like timber and minimizing environmental damage and pollution. After special treatment, the steel formwork exhibits excellent corrosion and wear resistance, reducing maintenance costs. Furthermore, its superior tensile and compressive strength allows it to withstand significant construction loads and pressures, ensuring smooth construction. The process ensures stability and safety; the standardized connection methods and auxiliary tools used in the steel formwork installation process improve installation accuracy and construction efficiency, reducing the impact of installation errors on structural accuracy; modern steel formwork calibration and testing equipment enables integrated operation, quickly and accurately completing formwork calibration and testing, further improving construction accuracy and quality control; by drawing on the characteristics of traditional Chinese mortise and tenon structures in the design, and combining the design drawings with the actual construction requirements of the construction site, the PC column base formwork is further designed, reducing the need for many auxiliary tools and equipment during installation and dismantling, thus lowering the difficulty of installation and dismantling; secondly, the formwork uses uniform dimensions and specifications, facilitating assembly and dismantling, and improving construction efficiency.

[0052] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0053] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A tool-type standardized column base grouting template, comprising two long templates (1) and two short templates (2), characterized in that: Two long templates (1) and two short templates (2) are joined together by mortise and tenon joints to form a frame; both ends of the long template (1) are provided with first mortise and tenon grooves (101), and both ends of the short template (2) are provided with second mortise and tenon grooves (201). The long template (1) and the short template (2) are joined together by the first mortise and tenon grooves (101) and the second mortise and tenon grooves (201); a horizontal slot (102) is provided on each side of the long template (1) located on each first mortise and tenon groove (101), and a horizontal adjustment steel block (3) for adjusting the levelness is inserted into each horizontal slot (102); a first angle steel (4) is fixedly installed on the middle of the outer side of each long template (1), and a second angle steel (5) is fixedly installed on the middle of the outer side of each short template (2); the height of the first angle steel (4) is the same as the height of the long template (1), and the height of the second angle steel (5) is... The height is consistent with the height of the short template (2); two cement nail holes (12) for fixing are opened on the first angle steel (4) and the second angle steel (5), and holes (13) for easy demolding are opened on the first angle steel (4) and the second angle steel (5); the frame formed by the long template (1) and the short template (2) is positioned by a cross positioning plate (6), and steel plates (7) are fixedly connected on both sides of the cross positioning plate (6); sleeves (8) are fixedly connected at the contact positions of the steel plates (7) and the cross positioning plate (6), and a first steel block (9) is welded on each sleeve (8), and a second steel block (10) is welded to both ends of each short template (2); bolt holes (14) are opened on the first steel block (9) and the second steel block (10), and adjacent first steel blocks (9) and second steel blocks (10) are fixedly connected by fixing bolts (11).

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