Cement beam-column joint mold with positioning structure

Abstract

The utility model discloses a cement beam column node mould with positioning structure relates to building construction technical field. The cement beam column node mould with positioning structure, including stand column template, the stand column template is four, and the vertical edge of every stand column template is integrally formed with flange and recess respectively, and the splicing surface of flange and recess all is provided with adhesive tape groove, and the inlaying of adhesive tape groove is provided with sealing adhesive tape, and the adjacent stand column template is mutually perpendicular and is connected together and forms sealed stand column mould through flange and recess, and eight beam templates are placed on the node board, and four beam moulds are constituted to two groups of eight beam templates, and the edge of two beam templates of the same group is provided with splicing hole, and the splicing bolt is inserted in the splicing hole, and the positioning plate of node board and the flange of stand column template are connected, and the positioning pin and the jack pin of transition cooperation are matched, and the guide inclined plane of positioning plate can also accelerate assembly, and both guarantee the positioning accuracy of node board and stand column template, and also avoid loose connection.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and in particular to a cement beam-column joint mold with a positioning structure. Background Technology

[0002] In building construction, the cement beam-column joint is the core load-bearing part connecting the column and the beam. Its dimensional accuracy directly determines the stability and load-bearing safety of the building structure, and the beam-column joint mold is the key tooling to ensure this accuracy.

[0003] In the column formwork assembly stage of traditional molds, there is a lack of standardized and precise positioning structure. The alignment and assembly rely entirely on the experience of construction workers. During the operation, misalignment of the formwork is prone to occur, resulting in deviations in the cross-sectional dimensions of the formed column that exceed the specifications. In some areas, there are even problems such as exposed reinforcement or uneven protective layer thickness. In the connection between the column and the node, the traditional assembly method lacks reliable positioning means, and it is difficult to calibrate the relative position of the node components and the column formwork. Node offset often occurs, causing dimensional deviations at the connection between the subsequent beam and the column, which disrupts the overall stress balance of the beam and column.

[0004] For the assembly of crossbeam molds, the connection between adjacent crossbeam molds also lacks an effective positioning structure, which can easily cause gaps or positional shifts during splicing. This results in an unsmooth transition between the crossbeam and column nodes after casting, and problems such as irregular edges and out-of-tolerance dimensions appear at the nodes.

[0005] In addition, insufficient positioning accuracy can lead to a chain of problems: due to the lack of precise positioning constraints, the steel bars and supporting cages inside the mold are prone to displacement under the impact of concrete pouring, which further aggravates the deviation of the node forming size. This not only increases the manpower and material costs of subsequent repairs, but also reduces the structural strength of the beam-column joints, posing a hidden danger to the overall safety of the building and making it difficult to meet the requirements of modern building construction for accuracy and reliability. Utility Model Content

[0006] The purpose of this utility model is to at least solve one of the technical problems existing in the prior art, and to provide a cement beam-column joint mold with a positioning structure, which can solve the problem that the traditional cement beam-column joint mold has low positioning accuracy, resulting in large deviations in the forming size of the beam-column joint.

[0007] To achieve the above objectives, this utility model provides the following technical solution: a cement beam-column joint mold with a positioning structure, including four column templates. Each column template has a convex edge and a groove integrally formed on its vertical edge. The splicing surfaces of the convex edge and the groove are provided with adhesive strip grooves. Sealing adhesive strips are embedded in the adhesive strip grooves. Adjacent column templates are connected together perpendicularly by the convex edge and the groove to form a sealed column mold.

[0008] Three limiting blocks are fixedly installed on the outer surface of each column template. Three clamps are fitted around the outer periphery of the four column templates and are correspondingly attached to the three limiting blocks. The clamps are designed as open structures, and the open end of the clamps is integrally formed with an ear plate with a through hole.

[0009] Each of the four column templates is fixedly installed with a protrusion on its top. The top of each of the four column templates is provided with a node plate. Positioning plates are fixedly installed in a rectangular pattern on the lower surface of the node plate. The positioning plates and the protrusions are correspondingly engaged and have through holes opened laterally. Positioning pins are inserted into the through holes.

[0010] Eight beam templates are placed on the node plate. The eight beam templates are arranged in pairs to form four beam molds. The edges of the two beam templates in the same group are provided with splicing holes. Splicing bolts are inserted into the splicing holes. Tenons and mortises are provided on two adjacent beam templates respectively. The two adjacent beam templates are connected by tenons and mortises.

[0011] Four C-shaped clamps are provided below the node plate, and the four C-shaped clamps correspond to the four crossbeam molds respectively. A sleeve is fixedly installed below the C-shaped clamp, and a support screw is adapted to be installed inside the sleeve. A threaded rod is fixedly installed on the outside of the crossbeam template. The threaded rod passes through the C-shaped clamp and is fitted with a quick-release nut. The quick-release nut is threadedly connected to the threaded rod.

[0012] Both the column mold and the beam mold are equipped with reinforcing bars. The column reinforcing bars are fitted with a column reinforcement cage on the outside, and the beam reinforcement cage is fitted with a beam reinforcement cage on the outside. The column reinforcement cage and the beam reinforcement cage are lapped at the beam-column joint.

[0013] Preferably, the positioning plate has a guide slope on its inner side, which is adapted to the edge of the protrusion to guide the protrusion to quickly engage with the positioning plate.

[0014] Preferably, the through hole and the positioning pin are configured for a transition fit, and the end of the positioning pin is provided with a chamfered opening groove, in which a cotter pin is engaged.

[0015] Preferably, a positioning groove is provided on the node plate corresponding to the placement position of the crossbeam template, and the bottom of the crossbeam template is embedded in the positioning groove to achieve pre-positioning of the crossbeam template.

[0016] Preferably, a sealing strip groove is provided around the splicing hole, and a sealing strip is embedded in the sealing strip groove. A strip groove is opened on the mating surface of the tenon and the mortise, and the same sealing strip is embedded in the strip groove.

[0017] Preferably, reinforcing ribs are fixedly installed on the lower surface of the node plate and the outer surface of the eight crossbeam templates.

[0018] Preferably, the inner wall of the sleeve is provided with an internal thread structure, the support screw is threadedly connected to the sleeve, and the end of the support screw away from the sleeve is fixed to the ground by a hinge seat.

[0019] Preferably, the threaded rod is connected to the crossbeam template by welding to ensure the stability of the connection between the threaded rod and the crossbeam template.

[0020] Compared with the prior art, the beneficial effects of this utility model are:

[0021] 1. This cement beam-column joint mold with positioning structure features a positioning plate on the joint plate that engages with the protrusions of the column template. It is equipped with positioning pins and locking pins for transitional fit. The guide slope of the positioning plate can also accelerate assembly, ensuring accurate positioning of the joint plate and column template while preventing loose connections. The positioning groove of the joint plate can quickly pre-position the beam template. The beam templates in the same group are fixed by splicing bolts. Adjacent beam molds are connected by tenons and mortises. With the help of sealing strips at various locations, the splicing accuracy and leak-proof effect of the beam mold are further improved.

[0022] 2. This cement beam-column joint mold with positioning structure allows the column template to be quickly assembled and prevent grout leakage by engaging the convex edge and groove with the sealing strip inside the groove. With the help of limit blocks and open clamps, the column template can be quickly tightened by adjusting the bolts, which greatly improves the assembly efficiency and sealing of the column mold. The reinforcing ribs on the joint plate and beam template can enhance the structural rigidity, prevent deformation during pouring, and not affect the assembly of other parts.

[0023] 3. The cement beam-column joint mold with positioning structure has C-shaped clamps that can firmly hold the beam template, and the internal support screws of the sleeve can provide stable support to prevent the beam template from shifting. The steel bars of the column and the beam are fixed to the column reinforcement cage and beam reinforcement cage respectively by tie straps and cross-lapped to ensure the stability of the joint under stress. The overall structure is easy to assemble and disassemble, and the parts can be reused, which significantly reduces construction costs and operation difficulty. Attached Figure Description

[0024] The present invention will be further described below with reference to the accompanying drawings and embodiments:

[0025] Figure 1 This is a schematic diagram of a cement beam-column joint mold with a positioning structure according to the present invention;

[0026] Figure 2 This is a schematic diagram of a cement beam-column joint mold with a positioning structure according to the present invention;

[0027] Figure 3 This utility model Figure 2 Enlarged view of point A;

[0028] Figure 4 This is a cross-sectional schematic diagram of a cement beam-column joint mold with a positioning structure according to the present invention;

[0029] Figure 5 This utility model Figure 4 Enlarged diagram of point B.

[0030] Attached reference numerals: 1. Column formwork; 2. Limiting block; 3. Clamp; 4. Node plate; 5. Beam formwork; 6. Reinforcing bar; 7. C-shaped clamp; 8. Threaded rod; 9. Quick-release nut; 10. Anti-loosening washer; 11. Reinforcing bar; 12. Column reinforcement cage; 13. Beam reinforcement cage; 14. Sleeve; 15. Positioning plate; 16. Protrusion; 17. Positioning pin; 18. Locking pin; 19. Tenon; 20. Mortising. Detailed Implementation

[0031] This section will describe in detail the specific embodiments of the present utility model. The preferred embodiments of the present utility model are shown in the accompanying drawings. The purpose of the drawings is to supplement the textual description with graphics, so that people can intuitively and vividly understand each technical feature and the overall technical solution of the present utility model, but they should not be construed as limiting the scope of protection of the present utility model.

[0032] In the description of this utility model, it should be understood that the directional descriptions, such as up, down, front, back, left, right, etc., indicate the directional or positional relationship based on the directional or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0033] In the description of this utility model, terms such as greater than, less than, and exceeding are understood to exclude the stated number, while terms such as above, below, and within are understood to include the stated number. The use of terms like "first" and "second" is merely for distinguishing technical features and should not be construed as indicating or implying relative importance, or implicitly indicating the quantity or sequence of the indicated technical features.

[0034] In the description of this utility model, unless otherwise explicitly defined, terms such as "setting," "installation," and "connection" should be interpreted broadly, and those skilled in the art can reasonably determine the specific meaning of the above terms in this utility model in conjunction with the specific content of the technical solution.

[0035] Please see Figure 1-5This utility model provides a technical solution: a cement beam-column joint mold with a positioning structure, including a column template 1, of which there are four column templates. Each column template 1 has a raised edge and a groove integrally formed on its vertical edge. The splicing surface of the raised edge and the groove is provided with a rubber strip groove. A sealing rubber strip is embedded in the rubber strip groove. Adjacent column templates 1 are connected together perpendicularly by the raised edge and the groove to form a sealed column mold. Three limiting blocks 2 are fixedly installed on the upper and lower sides of the outer surface of each column template 1. Three clamps 3 are fitted around the outer periphery of the four column templates 1 and are correspondingly attached to the three limiting blocks 2. The clamps 3 are designed as an open structure. The open end is integrally formed with an ear plate with a through hole. Bolts are set through the ear plates on both sides.

[0036] The four column templates 1 are interlocked perpendicularly by the convex edges and grooves formed integrally on their vertical edges. The sealing strip in the groove of the splicing surface of the convex edge and the groove can fill the splicing gap and prevent concrete leakage during subsequent pouring. At the same time, the cooperation between the convex edge and the groove can initially limit the relative displacement of adjacent column templates 1. The limiting block 2 on the outer surface of the column template 1 is used to vertically limit the clamp 3 and prevent the clamp 3 from sliding vertically along the column template 1. After the bolt is passed through the ear plate at the opening end of the clamp 3 and tightened, the clamp 3 can be driven to shrink by the reduction of the ear plate spacing, thereby firmly clamping the four column templates 1, further fixing the relative position of the column templates 1, and ensuring that the column mold maintains a sealed and stable cavity state.

[0037] Each of the four column templates 1 has a protrusion 16 fixedly installed on its top. The top of the four column templates 1 is provided with a node plate 4. The lower surface of the node plate 4 is fixedly provided with positioning plates 15 in a rectangular distribution. The inner side of the positioning plate 15 is provided with a guide slope. The positioning plate 15 and the protrusion 16 are correspondingly engaged and have a through hole in the transverse direction. The positioning pin 17 is inserted into the through hole. The through hole and the positioning pin 17 are provided with a transition fit. The end of the positioning pin 17 is provided with a chamfered opening groove. The opening groove is engaged with a cotter pin type locking pin 18.

[0038] The protrusion 16 on the upper part of the column template 1 and the positioning plate 15 on the lower surface of the node plate 4 form a positioning fit. The guide slope on the inner side of the positioning plate 15 can guide the protrusion 16 to quickly embed into the positioning plate 15, realizing the initial positioning of the node plate 4 and the four column templates 1. After the positioning plate 15 and the protrusion 16 are engaged, the positioning pin 17 is inserted into the through hole of both. The transition fit setting can not only ensure the stable positioning pin 17 and avoid relative displacement between the positioning plate 15 and the protrusion 16, but also reduce the wear caused by long-term engagement. The chamfered opening groove at the end of the positioning pin 17 facilitates the quick insertion of the locking pin 18. The locking pin 18 can prevent the positioning pin 17 from falling out of the through hole, and finally realize the precise and stable connection between the node plate 4 and the column template 1.

[0039] Eight beam templates 5 are placed on the node plate 4. Positioning grooves are provided on the node plate 4 corresponding to the placement positions of the beam templates 5. The eight beam templates 5 are arranged in pairs to form four beam molds. The edges of the two beam templates 5 in the same group are provided with splicing holes. Splicing bolts are inserted into the splicing holes for fixing. Sealing strip grooves are provided around the splicing holes and sealing strips are embedded inside. In two different and adjacent beam molds, the two adjacent beam templates 5 are respectively provided with tenons 19 and mortises 20. Sealing strip grooves are provided on the mating surfaces of tenons 19 and mortises 20 and sealing strips are embedded inside. The two adjacent beam templates 5 are connected by tenons 19 and mortises 20. Reinforcing ribs 6 are fixedly installed on the lower surface of the node plate 4 and the outer surface of the eight beam templates 5. The placement of the reinforcing ribs 6 avoids the installation area of ​​subsequent parts.

[0040] The positioning groove on the node plate 4 can pre-position the crossbeam template 5, quickly determine the installation position of the eight crossbeam templates 5 on the node plate 4, and facilitate subsequent assembly. When the eight crossbeam templates 5 are grouped in pairs, the two crossbeam templates 5 in the same group are fastened together by the splicing bolts in the splicing holes. The sealing strip around the splicing holes can prevent grout leakage at the splice. Different and adjacent crossbeam molds are connected by tenon 19 and mortise 20 on the crossbeam template 5. The sealing strip on the mating surface further improves the overall sealing performance. At the same time, the tenon structure can limit the lateral displacement of adjacent crossbeam molds. The reinforcing ribs 6 on the lower surface of the node plate 4 and the outer surface of the crossbeam template 5 can enhance the structural rigidity of the node plate 4 and the crossbeam template 5, avoid deformation due to the lateral pressure of concrete during pouring, and the design of the reinforcing ribs 6 avoiding the installation area of ​​subsequent parts can prevent them from interfering with the assembly of other components.

[0041] Four C-shaped clamps 7 are provided below the node plate 4. The four C-shaped clamps 7 correspond to the four crossbeam molds respectively. A sleeve 14 is fixedly installed below the C-shaped clamps 7. The inner wall of the sleeve 14 is set with an internal thread structure. A support screw is adapted to be installed inside the sleeve 14. The end of the support screw away from the sleeve 14 is fixed to the ground through a hinge seat. The left and right inner sides of the C-shaped clamps 7 are respectively tightly attached to the two crossbeam templates 5 in the same crossbeam mold. A threaded rod 8 is welded and fixed to the outside of the crossbeam template 5. The threaded rod 8 passes through the C-shaped clamps 7 and is fitted with anti-loosening washers 10 and quick-release nuts 9 in sequence. The quick-release nuts 9 are threadedly connected to the threaded rod 8 and tightly fix the C-shaped clamps 7 to the crossbeam template 5.

[0042] Four C-shaped clamps 7 correspond to four crossbeam molds respectively. Their left and right inner sides are closely attached to the two crossbeam templates 5 of the same crossbeam mold, which can clamp and limit the crossbeam template 5 from the outside. The threaded rod 8 on the outside of the crossbeam template 5 passes through the C-shaped clamps 7 and is then fitted with anti-loosening washers 10 and quick-release nuts 9 in sequence. Tightening the quick-release nuts 9 can firmly fix the C-shaped clamps 7 to the crossbeam template 5. The anti-loosening washers 10 can prevent the quick-release nuts 9 from loosening due to vibration during pouring. The sleeve 14 below the C-shaped clamps 7 is adapted to the support screw. The support screw is fixed to the ground through the hinge seat to form a stable vertical support structure, which can resist the lateral pressure generated during concrete pouring and the weight of the crossbeam mold itself, prevent the crossbeam template 5 from shifting or deforming, and ensure the stability of the crossbeam mold cavity.

[0043] Both the column mold and the beam mold are equipped with reinforcing bars 11. The reinforcing bars 11 of the column are fitted with column reinforcement cages 12 on the outside. The reinforcing bars 11 of the column are tied and fixed to the column reinforcement cages 12 with cable ties. The reinforcing bars 11 of the beam are fitted with beam reinforcement cages 13 on the outside. The reinforcing bars 11 of the beam are tied and fixed to the beam reinforcement cages 13 with cable ties. The column reinforcement cages 12 and beam reinforcement cages 13 are lapped at the beam-column joint.

[0044] The reinforcing bars 11 in the column mold are tied to the column reinforcement cage 12 with cable ties. Similarly, the reinforcing bars 11 in the beam mold are tied to the beam reinforcement cage 13 with cable ties. The cable tie method can quickly fix the relative position of the reinforcing bars 11 and the corresponding reinforcement cage, ensuring that the column reinforcement cage 12 and the beam reinforcement cage 13 maintain the preset structural shape and avoid the reinforcing bars 11 from shifting during the pouring process. The column reinforcement cage 12 and the beam reinforcement cage 13 are interlocked at the beam-column joint, which enables the reinforcing steel structure of the column and the beam to form an integral load-bearing system, ensuring the structural strength and load-bearing performance of the cement beam-column joint after pouring and forming, and meeting the stress requirements of the building structure.

[0045] Working principle: First, the workers attach four column templates 1 by connecting the convex edge and the groove and embedding the sealing strip. Then, they attach clamps 3 to fit the limiting block 2 and tighten the column mold with bolts through the ear plate of clamps 3. Next, they attach the positioning plate 15 of node plate 4 to the protrusion 16 of column template 1, insert positioning pin 17 and then insert pin 18 to fix the two. Then, they put eight beam templates 5 into the positioning groove of node plate 4, fix them in pairs with splicing bolts and embed sealing strips to form beam molds. They connect adjacent beam molds through tenons 19 and mortises 20. Then, they attach C-shaped clamps 7 to beam templates 5, let threaded rods 8 pass through the clamps, attach anti-loosening washers 10 and quick-release nuts 9 and tighten them. They fix the support screws in sleeve 14 to the ground through hinge seats. Finally, they lay and tie steel bars 11, column reinforcement cages 12 and beam reinforcement cages 13 in the mold, and ensure that column reinforcement cages 12 and beam reinforcement cages 13 overlap before pouring concrete. After solidification, they reverse the operation to remove each part.

[0046] The positioning plate 15 of the node plate 4 is engaged with the protrusion 16 of the column template 1, and is matched with the positioning pin 17 and the locking pin 18 for transition. The guide slope of the positioning plate 15 can also speed up the assembly, ensuring that the node plate 4 and the column template 1 are accurately positioned and avoiding loose connection. The positioning groove of the node plate 4 can quickly pre-position the crossbeam template 5. The crossbeam templates 5 in the same group are fixed by splicing bolts. Adjacent crossbeam molds are connected by tenon 19 and mortise 20. With the help of sealing strips at various places, the splicing accuracy and leakage prevention effect of the crossbeam mold are further improved.

[0047] The column template 1 uses a convex edge and a groove to engage with a sealing strip inside the groove, which enables rapid assembly and prevents grout leakage during pouring. With the limit block 2 and the open clamp 3, the column template 1 can be quickly tightened by adjusting the bolts, which greatly improves the assembly efficiency and sealing of the column mold. The reinforcing ribs 6 on the node plate 4 and the beam template 5 can enhance the structural rigidity, prevent deformation during pouring, and not affect the assembly of other parts.

[0048] The C-shaped clamp 7 can firmly clamp the crossbeam template 5, and the internal support screw of the sleeve 14 can provide stable support to prevent the crossbeam template from shifting. The steel bars 11 of the column and the crossbeam are fixed to the column reinforcement cage 12 and the beam reinforcement cage 13 respectively by cable ties and cross-lapped to ensure the stability of the node stress. The overall structure is easy to assemble and disassemble, and the parts can be reused, which significantly reduces the construction cost and operation difficulty.

[0049] The embodiments of the present utility model have been described in detail above with reference to the accompanying drawings. However, the present utility model is not limited to the above embodiments. Within the scope of knowledge possessed by those skilled in the art, various changes can be made without departing from the spirit of the present utility model.

Claims

1. A cement beam-column joint mold with a positioning structure, comprising a column template (1), characterized in that: There are four column templates (1). Each column template (1) has a raised edge and a groove integrally formed on its vertical edge. The splicing surfaces of the raised edge and the groove are provided with a glue strip groove. A sealing glue strip is embedded in the glue strip groove. Adjacent column templates (1) are connected together perpendicularly by the raised edge and the groove to form a sealed column mold. Each of the column templates (1) has three limiting blocks (2) fixedly installed on its outer surface. Each of the four column templates (1) has three clamps (3) fitted around its outer periphery and correspondingly attached to the three limiting blocks (2). The clamps (3) are designed as open structures, and the open end of the clamps (3) is integrally formed with an ear plate with a through hole. Each of the four column templates (1) is fixedly installed with a protrusion (16) on its top. The top of each of the four column templates (1) is provided with a node plate (4). The lower surface of the node plate (4) is fixedly installed with a rectangular distribution of positioning plates (15). The positioning plate (15) and the protrusion (16) are correspondingly engaged and have through holes opened laterally. A positioning pin (17) is inserted into the through hole. Eight beam templates (5) are placed on the node plate (4). The eight beam templates (5) are arranged in pairs to form four beam molds. The two beam templates (5) in the same group have splicing holes on their edges. Splicing bolts are inserted into the splicing holes. The two adjacent beam templates (5) are respectively provided with tenons (19) and mortises (20). The two adjacent beam templates (5) are connected by tenons (19) and mortises (20). Four C-shaped clamps (7) are provided below the node plate (4). The four C-shaped clamps (7) correspond to the four crossbeam molds respectively. A sleeve (14) is fixedly installed below the C-shaped clamps (7). A support screw is fitted inside the sleeve (14). A threaded rod (8) is fixedly installed on the outside of the crossbeam template (5). The threaded rod (8) passes through the C-shaped clamps (7) and is fitted with a quick-release nut (9). The quick-release nut (9) is threadedly connected to the threaded rod (8). Both the column mold and the beam mold are equipped with reinforcing bars (11). The reinforcing bars (11) of the column are fitted with a column reinforcement cage (12) on the outside. The reinforcing bars (11) of the beam are fitted with a beam reinforcement cage (13) on the outside. The column reinforcement cage (12) and the beam reinforcement cage (13) are cross-lapped at the beam-column joint.

2. The cement beam-column joint mold with positioning structure according to claim 1, characterized in that: The positioning plate (15) has a guide slope on its inner side, which is adapted to the edge of the protrusion (16) to guide the protrusion (16) and the positioning plate (15) to quickly engage.

3. The cement beam-column joint mold with positioning structure according to claim 1, characterized in that: The through hole and the positioning pin (17) are configured for transition fit. The end of the positioning pin (17) is provided with a chamfered opening groove, and a cotter pin (18) is engaged in the opening groove.

4. A cement beam-column joint mold with a positioning structure according to claim 1, characterized in that: The node plate (4) is provided with a positioning groove corresponding to the placement position of the beam template (5), and the bottom of the beam template (5) is embedded in the positioning groove to realize the pre-positioning of the beam template (5).

5. A cement beam-column joint mold with a positioning structure according to claim 1, characterized in that: A sealing strip groove is provided around the splicing hole, and a sealing strip is embedded in the sealing strip groove. A strip groove is opened on the mating surface of the tenon (19) and the mortise (20), and the same sealing strip is embedded in the strip groove.

6. A cement beam-column joint mold with a positioning structure according to claim 1, characterized in that: The lower surface of the node plate (4) and the outer surface of the eight crossbeam templates (5) are all fixedly equipped with reinforcing ribs (6).

7. A cement beam-column joint mold with a positioning structure according to claim 1, characterized in that: The inner wall of the sleeve (14) is provided with an internal thread structure. The support screw is threadedly connected to the sleeve (14). The end of the support screw away from the sleeve (14) is fixed to the ground by a hinge seat.

8. A cement beam-column joint mold with a positioning structure according to claim 1, characterized in that: The threaded rod (8) is connected to the crossbeam template (5) by welding to ensure the stability of the connection between the threaded rod (8) and the crossbeam template (5).

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