Slurry leakage prevention integrated straining beam formwork

Abstract

The utility model provides an integrated straining beam formwork capable of preventing slurry leakage. The slurry leakage prevention integrated straining beam formwork comprises a hoop column arc formwork assembly and a connecting formwork assembly. The first connecting formwork is connected to one side of the first arc formwork in the first direction, the first end of the first arc formwork is flush with one side edge of the first connecting formwork, the second connecting formwork is connected to one side of the second arc formwork in the first direction, and the first end of the second arc formwork is flush with one side edge of the second connecting formwork. The two ends of the first arc formwork are detachably connected with the two ends of the second arc formwork correspondingly, so that the hoop column arc formwork assembly surrounds the periphery of a cylindrical pier or is detachably connected with a cylindrical pier formwork, and the side edge, flush with the first arc formwork, of the first connecting formwork is attached to the side edge, flush with the second arc formwork, of the second connecting formwork; the anti-slurry-leakage integrated straining beam formwork and the cylindrical pier are tightly attached, and after a straining beam is poured, the phenomena of slurry leakage, voids, pitted surfaces and the like cannot occur at the bottom of the straining beam.

Description

Technical Field

[0001] The present application relates to the technical field of bridge construction, and in particular to an anti-leakage integrated tie beam formwork. Background Art

[0002] In the prior art, the processed tie beam template is usually laid on the erected distribution beam in sequence, and the tie beam template is fixed to the distribution beam with bolts. The position where the tie beam template fits with the cylindrical pier is usually set to an arc shape. There is an error in the arc of the tie beam template when cutting, which leads to a gap at the junction of the tie beam template and the cylindrical pier. Double-sided tape or adhesive strips are usually pasted at the junction of the tie beam template and the cylindrical pier. However, this measure still cannot make the tie beam template fit tightly with the cylindrical pier, which leads to leakage of slurry, honeycombed surface and other phenomena at the bottom after the tie beam is cast. Utility Model Content

[0003] In view of the shortcomings of the existing methods, the present application proposes an anti-leakage integrated tie beam formwork to solve the technical problems in the related technology that the tie beam formwork and the cylindrical pier are not tightly fitted, resulting in leakage, honeycombed surface and other phenomena at the bottom after the tie beam is cast.

[0004] The embodiment of the present application provides an anti-leakage slurry integrated tie beam template, comprising:

[0005] The hoop column arc template assembly comprises a first arc template and a second arc template, and is constructed so that two ends of the first arc template are detachably connected to two ends of the second arc template respectively, enclosed in the outer periphery of the cylindrical pier and / or detachably connected to the cylindrical pier template;

[0006] A connection template assembly, comprising a first connection template and a second connection template;

[0007] Along the first direction, the first connecting template is connected to one side of the first arc template, and the first end of the first arc template is flush with one side of the first connecting template;

[0008] Along the first direction, the second connecting template is connected to one side of the second arc template, and the first end of the second arc template is flush with a side edge of the second connecting template; the flush side edge of the first connecting template is fitted with the flush side edge of the second connecting template.

[0009] Optionally, a first connecting hole is provided in the circumference of the first arc template and the second arc template.

[0010] Optionally, the first arc template is a box body surrounded by a first panel, a bottom plate and a side plate, with an opening facing one side of the connecting template assembly.

[0011] Optionally, the hoop column circular arc template assembly also includes a first reinforcement plate; a plurality of the first reinforcement plates are arranged in the box body of the first circular arc template along the circumference of the first circular arc template.

[0012] Optionally, the anti-leakage integrated tie beam formwork also includes a second panel and a third panel; the second panel is laid on the top of the first arc formwork and the first connecting formwork, and the third panel is laid on the top of the second arc formwork and the second connecting formwork.

[0013] Optionally, the thickness of the hoop column arc template assembly is equal to the thickness of the connecting template assembly.

[0014] Optionally, the connection template component further includes:

[0015] A first connecting plate is arranged on a side of the first connecting template away from the first arc template and is inclined in a thickness direction of the first connecting template;

[0016] The second connecting plate is arranged on a side of the second connecting template away from the second arc template and is inclined in the thickness direction of the second connecting template.

[0017] Optionally, the inclination angle of the first connecting plate is equal to the inclination angle of the second connecting plate.

[0018] Optionally, the hoop column arc template assembly also includes: a third connecting plate and a fourth connecting plate; the third connecting plate is arranged at the second end of the first arc template, the fourth connecting plate is arranged at the second end of the second arc template, and the third connecting plate is detachably connected to the fourth connecting plate.

[0019] Optionally, along the first direction, the two connecting template assemblies are symmetrically arranged on both sides of the hoop column arc template assembly.

[0020] The beneficial technical effects brought about by the technical solution provided by the embodiment of the present application include:

[0021] In an embodiment of the present application, the first connecting template is connected to one side of the first arc template along the first direction, and the first end of the first arc template is flush with one side of the first connecting template. The second connecting template is connected to one side of the second arc template along the first direction, and the first end of the second arc template is flush with one side of the second connecting template. The two ends of the first arc template are respectively detachably connected to the two ends of the second arc template, so that the hoop column arc template assembly is enclosed in the outer periphery of the cylindrical pier or is detachably connected to the cylindrical pier template. The side of the first connecting template flush with the first arc template is fitted with the side of the second connecting template flush with the second arc template, so that the leakage-proof integrated tie beam template is tightly fitted with the cylindrical pier. After the tie beam is cast, no leakage, honeycombed surface, etc. will occur at the bottom.

[0022] Additional aspects and advantages of the present application will be partially given in the following description, which will become apparent from the following description, or will be understood through the practice of the present application. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] The above and / or additional aspects and advantages of the present application will become apparent and easily understood from the following description of the embodiments in conjunction with the accompanying drawings, in which:

[0024] Figure 1 A schematic top view of an anti-leakage integrated tie beam template provided in an embodiment of the present application;

[0025] Figure 2 yes Figure 1 A partial enlarged view of the middle A;

[0026] Figure 3 It is a schematic structural diagram of a partially disassembled anti-leakage integrated tie beam template provided in an embodiment of the present application;

[0027] Figure 4 A schematic front view of an anti-leakage integrated tie beam template provided in an embodiment of the present application;

[0028] Figure 5 A schematic top view of another anti-leakage integrated tie beam template provided in an embodiment of the present application;

[0029] Figure 6 A schematic front view of another anti-leakage slurry integrated tie beam template provided in an embodiment of the present application;

[0030] Figure 7 A front view schematic diagram of a cylindrical pier formwork provided in an embodiment of the present application.

[0031] Reference numerals:

[0032] 1- Anti-leakage integrated tie beam formwork;

[0033] 11-hoop column arc template assembly;

[0034] 111-first arc template; 1111-first panel; 1112-bottom panel; 1113-side panel;

[0035] 112 - second arc template; 113 - first connecting hole; 114 - first reinforcing plate; 115 - third connecting plate; 116 - fourth connecting plate;

[0036] 12-connection template assembly; 121-first connection template; 122-second connection template; 123-first connection plate; 124-second connection plate; 125-second reinforcement plate; 126-second connection hole;

[0037] 13- second panel; 14- third panel;

[0038] 2- cylindrical pier template; 21- positioning hole;

[0039] a-First direction. DETAILED DESCRIPTION

[0040] The embodiments of the present application are described below in conjunction with the drawings in the present application. It should be understood that the implementation methods described below in conjunction with the drawings are exemplary descriptions for explaining the technical solutions of the embodiments of the present application and do not constitute a limitation on the technical solutions of the embodiments of the present application.

[0041] Those skilled in the art will appreciate that, unless expressly stated, the "said" and "the" used herein may also include plural forms. It should be further understood that the term "including" used in the specification of the present application refers to the presence of the features, integers, steps, operations, elements and / or components, but does not exclude the implementation of other features, information, data, steps, operations, elements, components and / or combinations thereof supported by the technical field. The term "and / or" used herein refers to at least one of the items defined by the term, for example, "A and / or B" may be implemented as "A", or as "B", or as "A and B".

[0042] In order to make the objectives, technical solutions and advantages of the present application clearer, the implementation methods of the present application will be further described in detail below with reference to the accompanying drawings.

[0043] In the prior art, the processed tie beam template is usually laid on the erected distribution beam in sequence, and the tie beam template is fixed to the distribution beam with bolts. The position where the tie beam template fits with the cylindrical pier is usually set to an arc shape. There is an error in the arc of the tie beam template when cutting, which leads to a gap at the junction of the tie beam template and the cylindrical pier. Double-sided tape or adhesive strips are usually pasted at the junction of the tie beam template and the cylindrical pier. However, this measure still cannot make the tie beam template fit tightly with the cylindrical pier, which leads to leakage of slurry, honeycombed surface and other phenomena at the bottom after the tie beam is cast.

[0044] The following is a detailed description of the technical solution of the present application and how the technical solution of the present application solves the above technical problems with specific embodiments. It should be noted that the following implementations can refer to, draw on or combine with each other, and the same terms, similar features and similar implementation steps in different implementations will not be described repeatedly.

[0045] The embodiment of the present application provides an anti-leakage slurry integrated tie beam template, such as Figure 1-7 As shown, the anti-leakage integrated tie beam formwork 1 includes: a hoop column arc formwork assembly 11 and a connecting formwork assembly 12.

[0046] The hoop column arc template assembly 11 includes a first arc template 111 and a second arc template 112, and is constructed so that the two ends of the first arc template 111 are respectively detachably connected to the two ends of the second arc template 112, enclosed in the outer periphery of the cylindrical pier and / or detachably connected to the cylindrical pier template 2.

[0047] The connection template assembly 12 includes a first connection template 121 and a second connection template 122 .

[0048] Along the first direction a, the first connecting template 121 is connected to one side of the first arc template 111 , and the first end of the first arc template 111 is flush with one side of the first connecting template 121 .

[0049] Along the first direction a, the second connecting template 122 is connected to one side of the second arc template 112, and the first end of the second arc template 112 is flush with one side of the second connecting template 122; the flush side of the first connecting template 121 is in contact with the flush side of the second connecting template 122.

[0050] In the embodiment of the present application, the first connecting template 121 is connected to one side of the first arc template 111 along the first direction a, and the first end of the first arc template 111 is flush with one side of the first connecting template 121. The second connecting template 122 is connected to one side of the second arc template 112 along the first direction a, and the first end of the second arc template 112 is flush with one side of the second connecting template 122. The two ends of the first arc template 111 are respectively detachably connected to the two ends of the second arc template 112, so that the hoop column arc template assembly 11 is enclosed in the outer periphery of the cylindrical pier or is detachably connected to the cylindrical pier template 2. The side of the first connecting template 121 flush with the first arc template 111 is fitted with the side of the second connecting template 122 flush with the second arc template 112, so that the leakage-proof integrated tie beam template 1 is tightly fitted with the cylindrical pier. After the tie beam is cast, no leakage, honeycombed surface, etc. will occur at the bottom.

[0051] It should be noted that, in the embodiment of the present application, the first direction a is consistent with the radial direction of the cylindrical pier, the radial direction of the opening of the first arc template 111 or the radial direction of the opening of the second arc template 112.

[0052] Optionally, in one embodiment of the present application, Figure 1-6 As shown, the first arc template 111 and the second arc template 112 are both provided with first connecting holes 113 in the circumferential direction.

[0053] In the embodiment of the present application, the plurality of first connection holes 113 are arranged along the circumference of the first arc template 111 and the second arc template 112. Figure 7 As shown, a plurality of positioning holes 21 are provided in the circumferential direction of the cylindrical pier template 2, and the plurality of positioning holes 21 are symmetrically arranged along the radial direction of the cylindrical pier template 2; a portion of the first connecting holes 113 on the first arc template 111 is aligned with a portion of the positioning holes 21 on one side of the cylindrical pier template 2, and the connecting piece passes through the first connecting hole 113 and the positioning hole 21 on the first arc template 111 in sequence, and the first arc template 111 is fixed to the cylindrical pier template 2 through the connecting piece; a portion of the first connecting holes 113 on the second arc template 112 is aligned with the cylindrical pier template 2, the positioning holes 21 of the remaining part of the other side are aligned, and the connecting piece passes through the first connecting hole 113 and the positioning hole 21 on the second arc template 112 in sequence, and the second arc template 112 is fixed to the cylindrical pier template 2 through the connecting piece; then the two ends of the first arc template 111 are respectively connected to the two ends of the second arc template 112 through the connecting piece, so that the anti-leakage integrated tie beam template 1 is closely fitted with the cylindrical pier, thereby avoiding the phenomenon of leakage at the bottom of the tie beam after the casting is completed, thereby improving the appearance quality of the tie beam concrete casting. The connecting piece includes bolts, etc.

[0054] Optionally, in an embodiment of the present application, a plurality of second positioning holes 126 are arranged on the first connecting template 121 and the second connecting template 122 along the first direction a, and the first connecting template 121 and the second connecting template 122 can be connected to other anti-leakage integrated tie beam template assemblies or distribution beams through the second positioning holes 126.

[0055] Optionally, in one embodiment of the present application, Figure 4 and Figure 6 As shown, the first arc template 111 is a box body surrounded by a first panel 1111, a bottom plate 1112 and a side plate 1113, with an opening facing one side of the connection template assembly 12.

[0056] In the embodiment of the present application, the first arc template 111 is mirror-symmetrical to the second arc template 112, and the second arc template 112 is also a box body enclosed by the first panel, the bottom plate and the side plate, with the opening facing the side of the connection template assembly 12. The first panel 1111, the bottom plate 1112 and the side plate 1113 are set to be arc-shaped, and the curvature of the side plate 1113 is the same as the curvature of the outer circumference of the cylindrical pier, so that when the two ends of the first arc template 111 are respectively connected to the two ends of the second arc template 112 by bolts and other connectors, the hoop column arc template 11 can fit tightly with the cylindrical pier, thereby avoiding the phenomenon of leakage at the bottom after the tie beam is cast. It should be noted that the arc length of the first arc template 111 and the arc length of the second arc template 112 can be equal or unequal, and there is no limitation in the present application.

[0057] Optionally, in one embodiment of the present application, Figure 1-6 As shown, the hoop column arc template assembly 11 also includes a first reinforcement plate 114 ; a plurality of first reinforcement plates 114 are arranged in the box body of the first arc template 111 along the circumference of the first arc template 111 .

[0058] In the embodiment of the present application, a plurality of first reinforcing plates 114 are arranged in the box body of the second arc template 112 along the circumference of the second arc template 112. The first reinforcing plates 114 are arranged in the box body of the first arc template 111 and in the box body of the second arc template 1112, so that the supporting force between the first panel 1111 and the bottom plate 1112 of the first arc template 111 is enhanced, and the supporting force between the first panel and the bottom plate of the second arc template 112 is enhanced, thereby improving the bearing capacity of the first arc template 111 and the second arc template 112.

[0059] Optionally, in the embodiment of the present application, the connection template assembly 12 further includes a second reinforcement plate 125 , and the second reinforcement plate 125 is used to enhance the bearing capacity of the first connection template 121 and the second connection template 122 .

[0060] Optionally, in one embodiment of the present application, Figure 1-6As shown, the anti-leakage integrated tie beam formwork 1 also includes a second panel 13 and a third panel 14; the second panel 13 is laid on the top of the first arc formwork 111 and the first connecting formwork 121, and the third panel 14 is laid on the top of the second arc formwork 112 and the second connecting formwork 122.

[0061] In the embodiment of the present application, the second panel 13 is laid on the top of the first arc template 111 and the first connecting template 121, so that the first arc template 111 and the first connecting template 121 are connected as a whole, and there is no gap at the connection between the first arc template 111 and the first connecting template 121; the third panel 14 is laid on the top of the second arc template 112 and the second connecting template 122, so that the second arc template 112 and the second connecting template 122 are connected as a whole, and there is no gap at the connection between the second arc template 112 and the second connecting template 122, thereby avoiding leakage of mortar at the connection between the first arc template 111 and the first connecting template 121 and the connection between the second arc template 112 and the second connecting template 122 after the tie beam is cast. It should be noted that the top refers to the side of the first panel 1111 of the first arc template 111 away from the bottom plate 1112 along the thickness direction of the first arc template 111.

[0062] Optionally, in the embodiment of the present application, the second panel 13 is provided with through holes at corresponding positions of the first connection hole 113 on the first arc template 111 and the second connection hole 126 on the first connection template 121; the third panel 14 is provided with through holes at corresponding positions of the first connection hole 113 on the second arc template 112 and the second connection hole 126 on the second connection template 122. The second panel 13 can be fixed to the first arc template 111 and the first connection template 121 by welding, pasting, etc., and the third panel 14 can be fixed to the second arc template 112 and the second connection template 122 by welding, pasting, etc.

[0063] Optionally, in one embodiment of the present application, Figure 4 and Figure 6 As shown, the thickness of the hoop column arc template assembly 11 is equal to the thickness of the connecting template assembly 12.

[0064] In the embodiment of the present application, the thickness of the hoop column arc formwork assembly 11 is set to be equal to the thickness of the connecting formwork assembly 12, so that the thickness of the anti-leakage integrated tie beam formwork 1 is uniform at all locations, thereby avoiding uneven thickness of the tie beams cast by the anti-leakage integrated tie beam formwork 1, thereby improving the casting quality of the tie beams.

[0065] Optionally, in one embodiment of the present application, Figure 1-6 As shown, the connection template assembly 12 also includes: a first connection plate 123 and a second connection plate 124 .

[0066] The first connecting plate 123 is disposed on a side of the first connecting template 121 away from the first arc template 111 , and is inclined in the thickness direction of the first connecting template 121 .

[0067] The second connecting plate 124 is disposed on a side of the second connecting template 122 away from the second arc template 112 , and is inclined in the thickness direction of the second connecting template 122 .

[0068] In an embodiment of the present application, the first connecting plate 123 intersects with the axis of the cylindrical pier, and the second connecting plate 124 intersects with the axis of the cylindrical pier. The angles between the first connecting plate 123 and the second connecting plate 124 and the axis of the cylindrical pier include acute angles or obtuse angles. The first connecting plates 123 and the second connecting plates 124 located at adjacent cylindrical piers are respectively connected to form the formwork required for casting the tie beam. In the present application, the first connecting plate 123 and the second connecting plate 124 are arranged in an oblique form to facilitate demolding or closing with other formworks of the tie beam.

[0069] Optionally, in one embodiment of the present application, Figure 1 , Figure 3 and Figure 5 As shown, the inclination angle of the first connecting plate 123 is equal to the inclination angle of the second connecting plate 124 .

[0070] In the embodiment of the present application, the inclination angle of the first connecting plate 123 is set equal to the inclination angle of the second connecting plate 124, so that when the first connecting template 121 is flush with the first end of the first arc template 111 and the second connecting template 122 is flush with the first end of the second arc template 112, the first connecting plate 123 and the second connecting plate 124 are flush, so that the connecting template assembly 12 and the connecting template assembly 12 at the adjacent cylindrical pier are straight seam spliced, and the connection can be achieved by simple processes such as welding. The process is simple and easy to operate.

[0071] Optionally, in the embodiment of the present application, through holes are provided on the sides of the first connecting template 121 and the sides of the second connecting template 122 to facilitate the connection of the connecting template assembly 12 with other components of the construction platform.

[0072] Optionally, in one embodiment of the present application, Figure 1-3 As shown, the hoop column arc template assembly 11 also includes: a third connecting plate 115 and a fourth connecting plate 116; the third connecting plate 115 is arranged at the second end of the first arc template 111, and the fourth connecting plate 116 is arranged at the second end of the second arc template 112, and the third connecting plate 115 and the fourth connecting plate 116 are detachably connected.

[0073] In the embodiment of the present application, the third connecting plate 115 is arranged at the second end of the first arc formwork 111, and the fourth connecting plate 116 is arranged at the second end of the second arc formwork 112. A plurality of through holes are provided at corresponding positions on the third connecting plate 115 and the fourth connecting plate 116. Bolts pass through the through holes on the third connecting plate 115 and the through holes on the fourth connecting plate 116 to connect the first arc formwork 111 and the second arc formwork 112 together, thereby realizing the fastening of the hoop column arc formwork assembly 11 to the cast cylindrical pier body, so that the anti-leakage integrated tie beam formwork 1 fits tightly with the cylindrical pier, thereby avoiding leakage.

[0074] Optionally, in one embodiment of the present application, Figure 5-6 As shown, along the first direction a, two connecting template assemblies 12 are symmetrically arranged on both sides of the hoop column arc template assembly 11.

[0075] In an embodiment of the present application, two connecting template assemblies 12 are symmetrically arranged on both sides of the hoop column arc template assembly 11, and the two connecting template assemblies 12 can be respectively connected to the connecting template assemblies 12 at adjacent cylindrical piers. This structure is usually used for cylindrical piers at other positions except the cylindrical piers at both ends.

[0076] By applying the embodiments of the present application, at least the following beneficial effects can be achieved:

[0077] In the embodiment of the present application, the first connecting template 121 is connected to one side of the first arc template 111 along the first direction a, and the first end of the first arc template 111 is flush with one side of the first connecting template 121. The second connecting template 122 is connected to one side of the second arc template 112 along the first direction a, and the first end of the second arc template 112 is flush with one side of the second connecting template 122. The two ends of the first arc template 111 are respectively detachably connected to the two ends of the second arc template 112, so that the hoop column arc template assembly 11 is enclosed in the outer periphery of the cylindrical pier or is detachably connected to the cylindrical pier template 2. The side of the first connecting template 121 flush with the first arc template 111 is fitted with the side of the second connecting template 122 flush with the second arc template 112, so that the leakage-proof integrated tie beam template 1 is tightly fitted with the cylindrical pier. After the tie beam is cast, no leakage, honeycombed surface, etc. will occur at the bottom.

[0078] In the description of the present application, the directions or positional relationships indicated by words such as "center", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside" and "outside" are based on the exemplary directions or positional relationships shown in the accompanying drawings. They are for the convenience of describing or simplifying the description of the embodiments of the present application, and do not indicate or imply that the referred device or component must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be understood as limitations on the present application.

[0079] The terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of the features. In the description of this application, unless otherwise specified, "plurality" means two or more.

[0080] In the description of this application, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" 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 direct connection, or an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to specific circumstances.

[0081] In the description of this specification, specific features, structures, materials or characteristics may be combined in an appropriate manner in any one or more embodiments or examples.

[0082] The above is only a partial implementation method of the present application. It should be pointed out that for ordinary technicians in this technical field, without departing from the technical concept of the scheme of the present application, other similar implementation methods based on the technical ideas of the present application are also within the protection scope of the embodiments of the present application.

Claims

1. An anti-leakage integrated tie beam formwork, characterized in that: include: The hoop column arc template assembly comprises a first arc template and a second arc template, and is constructed so that two ends of the first arc template are detachably connected to two ends of the second arc template respectively, enclosed in the outer periphery of the cylindrical pier and / or detachably connected to the cylindrical pier template; A connection template assembly, comprising a first connection template and a second connection template; Along the first direction, the first connecting template is connected to one side of the first arc template, and the first end of the first arc template is flush with one side of the first connecting template; Along the first direction, the second connecting template is connected to one side of the second arc template, and the first end of the second arc template is flush with one side edge of the second connecting template; The flush side edge of the first connection template is in contact with the flush side edge of the second connection template.

2. The anti-leakage slurry integrated tie beam formwork according to claim 1 is characterized in that: The first arc template and the second arc template are both provided with first connecting holes in the circumference.

3. The anti-leakage integrated tie beam formwork according to claim 1 is characterized in that: The first arc template is a box body surrounded by a first panel, a bottom plate and a side plate, with an opening facing one side of the connection template assembly.

4. The anti-leakage slurry integrated tie beam formwork according to claim 3 is characterized in that: The hoop column arc template assembly also includes a first reinforcement plate; a plurality of the first reinforcement plates are arranged in the box body of the first arc template along the circumference of the first arc template.

5. The anti-leakage slurry integrated tie beam formwork according to claim 1 is characterized in that: It also includes a second panel and a third panel; the second panel is laid on the top of the first arc template and the first connecting template, and the third panel is laid on the top of the second arc template and the second connecting template.

6. The anti-leakage integrated tie beam formwork according to claim 1 is characterized in that: The thickness of the hoop column arc template assembly is equal to the thickness of the connecting template assembly.

7. The anti-leakage integrated tie beam formwork according to claim 1 is characterized in that: The connection template component also includes: A first connecting plate is arranged on a side of the first connecting template away from the first arc template and is inclined in a thickness direction of the first connecting template; The second connecting plate is arranged on a side of the second connecting template away from the second arc template and is inclined in the thickness direction of the second connecting template.

8. The anti-leakage slurry integrated tie beam formwork according to claim 7 is characterized in that: The inclination angle of the first connecting plate is equal to the inclination angle of the second connecting plate.

9. The anti-leakage integrated tie beam formwork according to claim 1, characterized in that: The hoop column arc template assembly also includes: a third connecting plate and a fourth connecting plate; the third connecting plate is arranged at the second end of the first arc template, and the fourth connecting plate is arranged at the second end of the second arc template, and the third connecting plate is detachably connected to the fourth connecting plate.

10. The anti-leakage integrated tie beam formwork according to claim 1, characterized in that: Along the first direction, the two connecting template assemblies are symmetrically arranged on both sides of the hoop column arc template assembly.

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