Clamp device for cast-in-place horizontal straining beam construction

Abstract

The utility model provides a clamp device for cast-in-place horizontal straining beam construction. The clamp device comprises a wall body, an end face fixing plate, a fixing pipe, a first rod assembly, a first formwork and a second formwork. According to the clamp device for construction of the cast-in-place horizontal tie beam, the fixing pipe is pre-buried in the wall body, the quality of a tie beam formwork is guaranteed, meanwhile, the influence on brickwork can be reduced, construction of the cast-in-place horizontal tie beam is simpler, the position of the shaped horizontal tie beam can be accurately fixed through cooperation of the fixing plate and the formwork, and the construction efficiency of the cast-in-place horizontal tie beam is improved. Therefore, a large number of counterweight, supporting and adjusting steps needed in traditional construction are avoided, and the construction efficiency is improved. Due to the design of the clamp device, the clamp device is suitable for construction of horizontal straining beams of different sizes and shapes, and adjustment and adaptation can be conducted under the condition that requirements are met.

Description

Technical Field

[0001] The utility model relates to the field of building construction, in particular to a clamp device used for cast-in-place horizontal tie beam construction. Background Art

[0002] In the current building structure construction, horizontal tie beams are constructed by cast-in-place, which requires prior processing and production of formwork, loose assembly, support and reinforcement of formwork, and the upper wall can only be built after the concrete reaches the specified strength and the formwork is removed.

[0003] In the existing horizontal tie beam construction process, the assembly process of the formwork is complicated. The formwork is usually composed of multiple parts, such as beams, columns, supports, etc., and it is necessary to disassemble the wall and fix the formwork with fasteners such as expansion screws, which causes great damage to the wall. In addition, during the assembly process, these parts need to be combined together in a predetermined manner, and multiple steps of assembly are required, which increases the complexity of assembly and lows the construction efficiency.

[0004] Therefore, it is necessary to provide a clamp device for cast-in-place horizontal tie beam construction to solve the above technical problems. Utility Model Content

[0005] The utility model provides a clamp device for cast-in-place horizontal tie beam construction, so as to solve the problems in the prior art that the clamp device for cast-in-place horizontal tie beam construction is inconvenient to assemble and the installation structure causes great damage to the wall.

[0006] In order to solve the above technical problems, the technical solution of the utility model is: a clamp device for cast-in-place horizontal tie beam construction, which comprises:

[0007] A wall body, wherein the wall body is provided with a gap connecting two sides;

[0008] Two groups of end surface fixing plates are provided, the two groups of end surface fixing plates are respectively connected to the two ends of the wall, and the top surfaces of the two groups of end surface fixing plates are both located above the top surface of the wall;

[0009] A fixed pipe is arranged in the gap, and both ends of the fixed pipe extend out of the wall;

[0010] A first rod assembly passes through the fixed tube, and two ends of the first rod assembly are respectively located outside two ends of the fixed tube;

[0011] A first template is arranged on one side of the wall, the first template is fixedly connected to one end of the first rod assembly, and the top surface of the first template is located above the top surface of the wall;

[0012] a second template, arranged at the other side of the wall, the second template being fixedly connected to the other end of the first rod assembly, the second template being arranged opposite to the first template, and the top surface of the second template being located above the top surface of the wall; and

[0013] The first formwork, the second formwork and the two oppositely arranged groups of end face fixing plates are arranged around the wall, and a filling groove is formed between the first formwork, the second formwork and the two oppositely arranged groups of end face fixing plates and the top surface of the wall, and the filling groove is used to fill the horizontal tie beam.

[0014] The clamp device for cast-in-place horizontal tie beam construction of the utility model also comprises a second rod assembly, and the second rod assembly connects the top end of the first template and the top end of the second template.

[0015] The clamp device for cast-in-place horizontal tie beam construction of the utility model also includes an inner support member, which is arranged between the first template and the second template, and the inner support member is located above the horizontal tie beam.

[0016] In the present utility model, the first rod assembly comprises:

[0017] A first screw, the first screw comprising:

[0018] A first limiting section is located at one side of the wall, and the first limiting section and the one side of the wall clamp and fix the first template; and

[0019] A first extension section, one end of which is connected to the bottom end of the first limiting section, the other end of which passes through the fixed tube and extends, and a first angle is formed between a straight line where the long side of the first extension section is located and a straight line where the long side of the first limiting section is located;

[0020] The first baffle is located at the other side of the wall, and the first baffle is adjustably connected to the other end of the first extension section. The first baffle and the other side of the wall clamp and fix the second template.

[0021] In the utility model, the first baffle is provided with a first insertion hole which is plugged into the first extension section, the other end of the first extension section is provided with a first threaded portion, and the first rod assembly also includes a first nut which is located on the side of the first baffle away from the wall, and the first nut is threadedly connected to the first threaded portion.

[0022] In the utility model, the first rod assembly also includes a first bottom square wood, which is arranged between the first limiting section and the first template, and the straight line where the extension direction of the first bottom square wood is located is parallel to the arrangement direction of the two ends of the wall.

[0023] In the present invention, the first rod assembly also includes a second bottom square wood, which is arranged between the first baffle and the second template, and the arrangement directions of the two ends of the wall on the straight line where the extension direction of the second bottom square wood lies are parallel to each other.

[0024] In the present utility model, the second rod assembly comprises:

[0025] A second screw, the second screw comprising:

[0026] A second limiting section is located at one side of the wall, and the second limiting section and the one side of the wall clamp and fix the first template; and

[0027] A second extension section, one end of which is connected to the bottom end of the second limiting section, the other end of which passes through the fixed tube and extends, and a second angle is formed between a straight line where the long side of the second extension section is located and a straight line where the long side of the second limiting section is located;

[0028] The second baffle is located at the other side of the wall, the second baffle is adjustably connected to the other end of the second extension section, and the second baffle and the other side of the wall clamp and fix the second template.

[0029] In the utility model, the second rod assembly also includes a first top square wood, which is arranged between the second limiting section and the first template, and the straight line where the extension direction of the first top square wood is located is parallel to the arrangement direction of the two ends of the wall.

[0030] In the present invention, the second rod assembly also includes a second top square wood, which is arranged between the second baffle and the second template, and the arrangement directions of the two ends of the wall on the straight line where the extension direction of the second top square wood is located are parallel to each other.

[0031] Compared with the prior art, the utility model has the following beneficial effects: the fixture device for cast-in-place horizontal tie beam construction of the utility model embeds fixed pipes in the wall, which can reduce the impact on the masonry while ensuring the quality of the tie beam formwork; the setting of the device makes the construction of cast-in-place horizontal tie beams simpler, and the position of the shaped horizontal tie beams can be accurately fixed through the cooperation of the fixed plate and the formwork, thereby avoiding the large number of counterweights, supports and adjustment steps required in traditional construction, and improving construction efficiency. The design of the fixture device makes it suitable for the construction of horizontal tie beams of different sizes and shapes, and it can be adjusted and adapted if the requirements are met. In addition, the filling slot in the device is used to fill the horizontal tie beams. Through the design of the auxiliary device, it can be ensured that the horizontal tie beams are filled evenly, reducing waste during the construction process and the need for repair work. BRIEF DESCRIPTION OF THE DRAWINGS

[0032] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments. The drawings described below are only drawings corresponding to some embodiments of the utility model.

[0033] Figure 1 It is a schematic diagram of the overall structure of a preferred embodiment of the utility model.

[0034] Figure 2 This is a schematic diagram of a local structure of a wall according to a preferred embodiment of the utility model.

[0035] Figure 3 This is a side view of the first screw of the preferred embodiment of the utility model.

[0036] Figure 4 This is a structural diagram of the first baffle of a preferred embodiment of the utility model.

[0037] Figure 5 It is a side view of the overall structure of a preferred embodiment of the utility model.

[0038] Figure 6 It is a cross-sectional view of the overall structure of a preferred embodiment of the utility model.

[0039] Reference numerals: 11, wall; 111, gap; 112, filling material; 12, end surface fixing plate; 13, fixing pipe; 14, first rod assembly; 141, first screw rod; 1411, first limiting section; 1412, first extension section; 14121, first threaded portion; 142, first stopper; 1421, first insertion hole; 143, first nut; 144, first bottom square wood; 145, second bottom square wood; 15 , the first template; 16, the second template; 17, the second rod assembly; 171, the second screw rod; 1711, the second limiting section; 1712, the second extension section; 17121, the second threaded portion; 172, the second baffle; 173, the second nut; 174, the first top square timber; 175, the second top square timber; 18, the inner support member; 19, the horizontal tie beam; 20, the bottom plate assembly; 201, the supporting bottom plate; 202, the support rod. DETAILED DESCRIPTION

[0040] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by those skilled in the art without creative work are within the scope of protection of the utility model.

[0041] Directional terms mentioned in the present invention, such as "up", "down", "front", "back", "left", "right", "inside", "outside", "side", "top" and "bottom", are only used for reference to the directions of the drawings. The directional terms used are used to illustrate and understand the present invention, and are not used to limit the present invention.

[0042] The words "first", "second" and the like in the terminology of the present invention are used for descriptive purposes only and should not be understood as indicating or implying relative importance, and should not be construed as limiting the order of precedence.

[0043] In the present invention, unless otherwise clearly specified and limited, the terms "install", "connect", "connect", "fix" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0044] The following is a preferred embodiment of a clamp device for cast-in-place horizontal tie beam construction provided by the utility model that can solve the above technical problems.

[0045] Please refer to Figure 1 and Figure 2 ,in Figure 1 This is a schematic diagram of the overall structure of a preferred embodiment of the utility model. Figure 2 It is a schematic diagram of the local structure of the wall 11 of the preferred embodiment of the utility model.

[0046] In the figures, structurally similar elements are denoted by the same reference numerals.

[0047] The utility model provides a clamp device for cast-in-place horizontal tie beam construction, which includes a wall 11, an end surface fixing plate 12, a fixing pipe 13, a first rod assembly 14, a first template 15 and a second template 16; the wall 11 is provided with a gap 111 connecting the two sides; the end surface fixing plate 12 is provided with two groups, the two groups of end surface fixing plates 12 are respectively connected to the two ends of the wall 11, and the top surfaces of the two groups of end surface fixing plates 12 are both located above the top surface of the wall 11; the fixing pipe 13 is arranged in the gap 111, and both ends of the fixing pipe 13 extend out of the wall 11; the first rod assembly 14 passes through the fixed tube 13, and the two ends of the first rod assembly 14 are respectively located outside the two ends of the fixed tube 13; the first template 15 is arranged on one side of the wall 11, the first template 15 is fixedly connected to one end of the first rod assembly 14, and the top surface of the first template 15 is located above the top surface of the wall 11; the second template 16 is arranged on the other side of the wall 11, the second template 16 is fixedly connected to the other end of the first rod assembly 14, the second template 16 is arranged opposite to the first template 15, and the top surface of the second template 16 is located above the top surface of the wall 11.

[0048] Among them, the first template 15, the second template 16 and two sets of end face fixing plates 12 arranged oppositely are arranged around the wall 11, and a filling groove is formed between the first template 15, the second template 16 and the two sets of end face fixing plates 12 and the top surface of the wall 11, and the filling groove is used to fill the horizontal tie beam 19.

[0049] The fixture device used for the construction of cast-in-place horizontal tie beams in this embodiment embeds a fixed pipe 13 in the wall 11, which can reduce the impact on the masonry while ensuring the quality of the tie beam formwork; the setting of the device makes the construction of the cast-in-place horizontal tie beams 19 simpler, and the position of the shaped horizontal tie beams 19 can be accurately fixed through the cooperation of the fixed plate and the formwork, thereby avoiding the large number of counterweights, supports and adjustment steps required in traditional construction, and improving construction efficiency. The design of the fixture device makes it suitable for the construction of horizontal tie beams 19 of different sizes and shapes, and can be adjusted and adapted if the requirements are met. In addition, the filling groove in the device is used to fill the horizontal tie beams 19. Through the design of the auxiliary device, it can be ensured that the horizontal tie beams 19 are filled evenly, reducing waste during the construction process and the need for repair work.

[0050] In summary, the clamp device in this embodiment has the advantages of strong structure, simple construction, uniform filling and strong adaptability, and can improve the efficiency and quality of the construction of the horizontal tie beam 19. The tie beam template is installed with a special clamp, which is easy to operate, has little impact on the masonry, and the clamp is reusable.

[0051] The structure of the first rod assembly 14 in this embodiment is described as follows:

[0052] Combination Figure 1The first rod assembly 14 includes a first screw rod 141, a first baffle 142 and a first nut 143; the first screw rod 141 includes a first limiting section 1411 and a first extension section 1412; the first limiting section 1411 is located on one side of the wall 11, and the first limiting section 1411 and one side of the wall 11 clamp and fix the first template 15; one end of the first extension section 1412 is connected to the bottom end of the first limiting section 1411, and the other end of the first extension section 1412 passes through the fixed pipe 13 and extends, and there is a first angle between the straight line where the long side of the first extension section 1412 is located and the straight line where the long side of the first limiting section 1411 is located; the first baffle 142 is located on the other side of the wall 11, and the first baffle 142 and the other end of the first extension section 1412 are adjustably connected, and the first baffle 142 and the other side of the wall 11 clamp and fix the second template 16. The adjustable connection between the first baffle 142 and the first extension section 1412 allows the length of the first rod assembly 14 to be flexibly adjusted and adapted to walls 11 and templates of different sizes. The first rod assembly 14 is tightly connected to the wall 11 through the fixing pipe 13 and the fixing plate, effectively supporting and fixing the first template 15 and the second template 16. This ensures the shaping and stability of the horizontal tie beam 19, and avoids problems such as deviation or sinking during the construction process.

[0053] Combination Figure 1 and Figure 3 There is a first angle between the straight line where the long side of the first extension section 1412 is located and the straight line where the long side of the first limiting section 1411 is located. Preferably, the first angle in this embodiment is ninety degrees, and the first limiting section 1411 and the first extension section 1412 are perpendicular to each other, which improves the stability of the first limiting section 1411 clamping the first template 15.

[0054] A first threaded portion 14121 is disposed at the other end of the first extension section 1412 . The first rod assembly 14 further includes a first nut 143 located on a side of the first stopper 142 away from the wall 11 , and the first nut 143 is threadedly connected to the first threaded portion 14121 .

[0055] Combination Figure 4 The first baffle 142 is provided with a first plug hole 1421 which is plugged into the first extension section 1412. The first baffle 142 is threadedly connected to the first extension section 1412 of the first screw rod 141 through a first nut 143, so that the position of the first baffle 142 and the first screw rod 141 can be adjusted, the structure is simple, and it is easy to operate and use.

[0056] Combination Figure 1 and Figure 5Furthermore, the first rod assembly 14 further includes a first bottom square wood 144, which is disposed between the first limiting section 1411 and the first template 15, and the straight line where the first bottom square wood 144 extends is parallel to the arrangement direction of the two ends of the wall 11. The first bottom square wood 144 increases the contact surface between the first rod assembly 14 and the first template 15, and increases the stability of the first rod assembly 14 clamping the first template 15.

[0057] Furthermore, the first rod assembly 14 further includes a second bottom square wood 145, which is disposed between the first baffle 142 and the second template 16, and the second bottom square wood 145 extends in a direction parallel to the arrangement directions of the two ends of the straight wall 11. The second bottom square wood 145 increases the contact surface between the first rod assembly 14 and the second template 16, and increases the stability of the first rod assembly 14 clamping the second template 16.

[0058] The other structures of the clamp device in this embodiment are described as follows:

[0059] Combination Figure 1 and Figure 5 The fixture device for cast-in-place horizontal tie beam construction in this embodiment also includes a second rod assembly 17, which connects the top of the first template 15 and the top of the second template 16. The second rod assembly 17 connects the tops of the first template 15 and the second template 16 to improve the stability of the support of the first template 15 and the second template 16.

[0060] In this embodiment, the second rod assembly 17 includes a second screw 171 and a second baffle 172; the second screw 171 includes a second limiting section 1711 and a second extension section 1712; the second limiting section 1711 is located on one side of the wall 11, and the second limiting section 1711 and one side of the wall 11 clamp and fix the first template 15; one end of the second extension section 1712 is connected to the bottom end of the second limiting section 1711, and the other end of the second extension section 1712 passes through the fixed tube 13 and extends, and there is a second angle between the straight line where the long side of the second extension section 1712 is located and the straight line where the long side of the second limiting section 1711 is located; the second baffle 172 is located on the other side of the wall 11, and the second baffle 172 and the other end of the second extension section 1712 are adjustably connected, and the second baffle 172 and the other side of the wall 11 clamp and fix the second template 16. The adjustable connection between the second stopper 172 and the second extension section 1712 allows the length of the second rod assembly 17 to be flexibly adjusted and adapted to clamp walls 11 and templates of different sizes. The second rod assembly 17 is tightly connected to the wall 11 through the fixing pipe 13 and the fixing plate, effectively fixing the top of the first template 15 and the top of the second template 16. This ensures the shaping and stability of the horizontal tie beam 19 and avoids deviation during construction.

[0061] There is a second angle between the straight line where the long side of the second extension section 1712 is located and the straight line where the long side of the second limiting section 1711 is located. The second angle in this embodiment is preferably 90 degrees, and the second limiting section 1711 is perpendicular to the second first extension section 1412, which improves the stability of the second limiting section 1711 clamping the first template 15.

[0062] In this embodiment, the second rod assembly 17 further includes a first top square wood 174, which is disposed between the second limiting section 1711 and the first template 15, and the straight line where the first top square wood 174 extends is parallel to the arrangement direction of the two ends of the wall 11. The first top square wood 174 increases the contact surface between the second rod assembly 17 and the first template 15, and increases the stability of the second rod assembly 17 clamping the first template 15.

[0063] In this embodiment, the second rod assembly 17 further includes a second top square wood 175, which is disposed between the second baffle 172 and the second template 16, and the arrangement directions of the two ends of the linear wall 11 where the second top square wood 175 extends are parallel to each other. The second top square wood 175 increases the contact surface between the second rod assembly 17 and the second template 16, and increases the stability of the second rod assembly 17 clamping the second template 16.

[0064] The fixture device for the construction of cast-in-place horizontal tie beams in this embodiment further includes an internal support member 18, which is disposed between the first formwork 15 and the second formwork 16, and is located above the horizontal tie beam 19. The internal support member 18 is located between the first formwork 15 and the second formwork 16, and can ensure the stability of the fixture device for the construction of the cast-in-place horizontal tie beam 19. The internal support member 18 provides additional support and fixation, making the horizontal tie beam 19 more solid and stable during the construction process, and reducing the possibility of deformation and vibration.

[0065] Combination Figure 1 and Figure 6 , the working principle of the utility model:

[0066] 1. Pre-buried fixed pipe 13.

[0067] In this embodiment, a gap 111 is provided on the wall 11, and a fixing pipe 13 is pre-buried in the gap 111 through a filling material 112. Two ends of the fixing pipe 13 extend out of two side planes of the wall 11 respectively.

[0068] The fixed pipe 13 in this embodiment is a PVC sleeve, which is made of renewable plastic and is pre-buried in a gap 111 at a distance of 100 mm from the top surface of the wall 11 at the lower part of the horizontal tie beam 19. The filler is preferably mortar.

[0069] 2. Install a steel bar frame on the top surface of the wall 11.

[0070] The number and position of the welded closed steel frame are determined according to the designed steel frame spacing, and are marked on the wall 11 , and the welded closed steel frame is placed on the top surface of the wall 11 according to the marked marks.

[0071] 3. Install the fixture.

[0072] 1. Insert the first rod assembly 14. Insert the first extension section 1412 of the first screw rod 141 through the fixed tube 13, and then sequentially put the first stopper 142 and the first nut 143 on the first threaded portion 14121.

[0073] There are end fixing plates 12 at both ends of the wall 11. In this embodiment, the end fixing plates 12 can be other masonry such as load-bearing columns. The end fixing plates 12 can also be fixed to the two ends of the wall 11 by screws or formwork. The formwork fixing structure is a common construction structure in the construction structure and will not be elaborated here.

[0074] In this embodiment, a base plate assembly 20 needs to be additionally provided between the two walls 11 . The base plate assembly 20 is used to support the horizontal tie beam 19 between the two walls 11 , so as to facilitate the casting of the horizontal tie beam 19 .

[0075] The base plate assembly 20 in this embodiment includes a support base plate 201 and a support rod 202. The support base plate 201 is disposed between two walls 11 and is used to support the horizontal tie beam 19. The support rod 202 is connected to the bottom surface of the support base plate 201 and is used to support the support base plate 201. The first rod assembly 14 in this embodiment can be connected to the support rod 202, preferably by rope binding, or a structure directly placed above the support rod 202.

[0076] 2. Install the first template 15 on one side of the wall 11 , and place the first bottom square wood 144 between the first template 15 and the first limiting section 1411 .

[0077] 3. Install a second template 16 on the other side of the wall 11 , and place a second bottom square wood 145 between the second template 16 and the first blocking piece 142 .

[0078] 4. Tighten the first nut 143.

[0079] 5. A first top square timber 174 is arranged at the top outer side of the first template 15, and a second top square timber 175 is arranged at the top outer side of the second template 16; in this embodiment, a fixing connection structure such as screws can be used.

[0080] 6. Insert the second rod assembly 17. Overlap the second extension section 1712 of the second screw rod 171 at the top of the first template 15 and the second template 16, and then sequentially put the second stopper 172 and the second nut 173 on the second threaded portion 17121.

[0081] 7. An inner support member 18 is placed between the first formwork 15 and the second formwork 16, and the inner support member 18 is located above the steel frame.

[0082] 8. Tighten the second nut 173. Tighten the second limiting section 1711 and the second blocking piece 172 relatively, thereby clamping and fixing the top end of the first template 15 and the top end of the second template 16.

[0083] 4. Concrete pouring: after pouring, the concrete and the steel frame form a horizontal tie beam 19.

[0084] 5. Remove the fixture.

[0085] 1. Twist the second nut 173 in the opposite direction to loosen and remove the second nut 173 and the second blocking piece 172 in turn, and then remove the second rod assembly 17 from the top of the first template 15 and the second template 16.

[0086] 2. Twist the first nut 143 in the opposite direction to loosen and remove the first nut 143 and the first blocking piece 142 in sequence; then remove the first bottom square wood 144, the first template 15, the second bottom square wood 145 and the second template 16.

[0087] 3. Pull out the first screw rod 141 of the first rod assembly 14 from the fixed tube 13. The first screw rod 141 after being pulled out can be recycled.

[0088] 6. Block and fix the pipe 13.

[0089] This completes the working process of the clamp device for cast-in-place horizontal tie beam construction of the preferred embodiment.

[0090] In summary, although the present invention has been disclosed as above in terms of preferred embodiments, the above preferred embodiments are not intended to limit the present invention. A person skilled in the art may make various changes and modifications without departing from the spirit and scope of the present invention. Therefore, the scope of protection of the present invention shall be based on the scope defined in the claims.

Claims

1. A clamp device for cast-in-place horizontal tie beam construction, characterized in that: include: A wall body, wherein the wall body is provided with a gap connecting two sides; Two groups of end surface fixing plates are provided, the two groups of end surface fixing plates are respectively connected to the two ends of the wall, and the top surfaces of the two groups of end surface fixing plates are both located above the top surface of the wall; A fixed pipe is arranged in the gap, and both ends of the fixed pipe extend out of the wall; A first rod assembly passes through the fixed tube, and two ends of the first rod assembly are respectively located outside two ends of the fixed tube; A first template is arranged on one side of the wall, the first template is fixedly connected to one end of the first rod assembly, and the top surface of the first template is located above the top surface of the wall; as well as a second template, arranged at the other side of the wall, the second template being fixedly connected to the other end of the first rod assembly, the second template being arranged opposite to the first template, and the top surface of the second template being located above the top surface of the wall; The first formwork, the second formwork and the two oppositely arranged groups of end face fixing plates are arranged around the wall, and a filling groove is formed between the first formwork, the second formwork and the two oppositely arranged groups of end face fixing plates and the top surface of the wall, and the filling groove is used to fill the horizontal tie beam.

2. The fixture device for cast-in-place horizontal tie beam construction according to claim 1 is characterized in that: Also included is a second rod assembly, which connects the top end of the first template and the top end of the second template.

3. The fixture device for cast-in-place horizontal tie beam construction according to claim 1, characterized in that: It also includes an internal support member, which is arranged between the first template and the second template, and the internal support member is located above the horizontal tie beam.

4. The fixture device for cast-in-place horizontal tie beam construction according to claim 1, characterized in that: The first rod assembly comprises: A first screw, the first screw comprising: A first limiting section is located at one side of the wall, and the first limiting section and the one side of the wall clamp and fix the first template; and A first extension section, one end of which is connected to the bottom end of the first limiting section, the other end of which passes through the fixed tube and extends, and a first angle is formed between a straight line where the long side of the first extension section is located and a straight line where the long side of the first limiting section is located; The first baffle is located at the other side of the wall, and the first baffle is adjustably connected to the other end of the first extension section. The first baffle and the other side of the wall clamp and fix the second template.

5. The fixture device for cast-in-place horizontal tie beam construction according to claim 4, characterized in that: The first baffle is provided with a first plug hole connected with the first extension section, and the other end of the first extension section is provided with a first threaded portion. The first rod assembly also includes a first nut, which is located on the side of the first baffle away from the wall, and the first nut is threadedly connected to the first threaded portion.

6. The fixture device for cast-in-place horizontal tie beam construction according to claim 5, characterized in that: The first rod assembly also includes a first bottom square wood, which is arranged between the first limiting section and the first template, and the straight line where the extension direction of the first bottom square wood is located is parallel to the arrangement direction of the two ends of the wall.

7. The fixture device for cast-in-place horizontal tie beam construction according to claim 6, characterized in that: The first rod assembly also includes a second bottom square wood, which is arranged between the first blocking piece and the second template, and the arrangement directions of the two ends of the wall on the straight line where the extension direction of the second bottom square wood lies are parallel to each other.

8. The fixture device for cast-in-place horizontal tie beam construction according to claim 2, characterized in that: The second rod assembly comprises: A second screw, the second screw comprising: A second limiting section is located at one side of the wall, and the second limiting section and the one side of the wall clamp and fix the first template; and A second extension section, one end of which is connected to the bottom end of the second limiting section, the other end of which passes through the fixed tube and extends, and a second angle is formed between a straight line where the long side of the second extension section is located and a straight line where the long side of the second limiting section is located; The second baffle is located at the other side of the wall, the second baffle is adjustably connected to the other end of the second extension section, and the second baffle and the other side of the wall clamp and fix the second template.

9. The fixture device for cast-in-place horizontal tie beam construction according to claim 8, characterized in that: The second rod assembly also includes a first top square timber, which is arranged between the second limiting section and the first template, and the straight line where the extension direction of the first top square timber lies is parallel to the arrangement direction of the two ends of the wall.

10. The fixture device for cast-in-place horizontal tie beam construction according to claim 8, characterized in that: The second rod assembly also includes a second top square wood, which is arranged between the second baffle and the second template, and the arrangement directions of the two ends of the wall on the straight line where the extension direction of the second top square wood lies are parallel to each other.

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