Formwork mounting structure of masonry horizontal straining beam structure

Abstract

The utility model relates to the technical field of horizontal straining beam structure formworks, in particular to a masonry horizontal straining beam structure formwork installation structure which comprises secondary structure building blocks, high formworks, cement nails and formwork reinforcing clamps are arranged on a secondary structure wall body, and the two high formworks are arranged on the two sides of the upper end of the secondary structure wall body respectively. The horizontal straining beam steel bar is located between the two high formworks, the two high formworks are connected with a secondary structure wall through a plurality of cement nails, and a plurality of formwork reinforcing clamps are arranged at the upper ends of the two high formworks in a clamped mode. The two high formworks are attached to the secondary structure wall body through the double faced adhesive tape, then any two cement nails penetrate through the high formworks and the secondary structure wall body at the interval of 600 mm, the two high formworks are tightly connected with the secondary structure wall body, then any two formwork reinforcing clamps are directly clamped on the two high formworks at the interval of 300 mm, and the two high formworks are tightly connected with the secondary structure wall body through the cement nails. And therefore, the template installation of the horizontal straining beam is quickly completed, and the working efficiency of constructors is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of horizontal tie beam structure templates, in particular to a masonry horizontal tie beam structure template installation structure. Background Art

[0002] With the continuous development of my country's economy and the acceleration of urbanization, the construction industry has developed rapidly. The coordinated work of secondary structure filling walls with frame structures and frame-shear structures is a common form of building structure, and the secondary structure often requires the installation of concrete components for reinforcement, such as structural columns, horizontal tie beams, door frame columns, etc.

[0003] However, the formwork for the horizontal tie beam is small in size and inconvenient to install. A common installation plan is to set two vertical formworks at the upper end of the secondary structure wall, and use formwork strips to hammer cement nails into the upper ends of the vertical formworks for reinforcement to form a frame, and then pour concrete in the frame. However, since the vertical formwork requires multiple formwork strips, the reinforcement workload of the formwork strips is large and the operation is inconvenient. Cement nails are not easy to fix on the formwork strips, and the formwork installation of the horizontal tie beam cannot be completed quickly. Utility Model Content

[0004] The utility model aims to solve the problem of complicated template strip installation process in the prior art, and proposes a masonry horizontal tie beam structure template installation structure.

[0005] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0006] A masonry horizontal tie beam structure template installation structure, comprising secondary structure blocks, any two of the secondary structure blocks are connected through secondary structure wall mortar joints, a plurality of the secondary structure blocks and a plurality of secondary structure wall mortar joints form a secondary structure wall, a horizontal tie beam steel bar is arranged at the upper end of the secondary structure wall, and the secondary structure wall is provided with:

[0007] High formwork, cement nails and formwork reinforcement clamps, the two high formworks are respectively arranged on both sides of the upper end of the secondary structure wall, and the horizontal tie beam steel bars are located between the two high formworks, the two high formworks are connected to the secondary structure wall through a number of cement nails, and a number of formwork reinforcement clamps are clamped on the upper ends of the two high formworks.

[0008] Preferably, the height of the two high templates is 150 mm, and the specification of any one of the cement nails is 3×60 mm.

[0009] Preferably, the distance between any two of the cement nails is 600 mm, and the upper ends of the two high formworks are 100 mm higher than the upper end of the secondary structure wall.

[0010] Preferably, a frame composed of two of the high formworks and a plurality of the formwork reinforcement fixtures is used to pour concrete onto the horizontal tie beam reinforcement and form a horizontal tie beam. The two high formworks are bonded to the secondary structure blocks with double-sided tape to prevent leakage of poured concrete.

[0011] Preferably, the distance between any two of the template reinforcement fixtures is 300 mm, the cross-section of any one of the template reinforcement fixtures is U-shaped, the height of the template reinforcement fixture is 300 mm, and the length and wall thickness are 430 mm and 100 mm respectively.

[0012] Preferably, the horizontal tie beam has a height of 100 mm, and a width and a length of 200 mm and 1600 mm respectively.

[0013] Compared with the prior art, the utility model has the following advantages:

[0014] 1. The utility model first uses double-sided tape to make two high templates fit with the secondary structure wall, and then any two cement nails are inserted through the high template and the secondary structure wall at a spacing of 600mm, so that the two high templates are tightly connected with the secondary structure wall, and then any two template reinforcement fixtures are directly set on the two high templates at a spacing of 300mm, thereby quickly completing the template installation of the horizontal tie beam and improving the work efficiency of the construction personnel. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 This is a structural schematic diagram of a masonry horizontal tie beam structure template installation structure proposed by the utility model;

[0016] Figure 2 It is a top view schematic diagram of a masonry horizontal tie beam structure template installation structure proposed by the utility model;

[0017] Figure 3 The utility model is a side sectional schematic diagram of a masonry horizontal tie beam structure template installation structure.

[0018] In the figure: 1. Formwork reinforcement fixture; 2. High formwork; 3. Secondary structure wall mortar joints; 4. Secondary structure blocks; 5. Cement nails. DETAILED DESCRIPTION

[0019] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments.

[0020] Reference Figure 1-Figure 3 A masonry horizontal tie beam structure template installation structure, including a secondary structure block 4, as shown in the attached Figure 1As shown, any two secondary structure blocks 4 are connected through the secondary structure wall mortar joint 3, and a plurality of secondary structure blocks 4 and a plurality of secondary structure wall mortar joints 3 are stacked to form a secondary structure wall, and then a horizontal tie beam steel bar is tied at the upper end of the secondary structure wall, and then concrete is poured based on the horizontal tie steel bar, and at the same time, the secondary structure wall is provided with:

[0021] High formwork 2, cement nails 5 and formwork reinforcement fixture 1, two high formworks 2 are respectively arranged on both sides of the upper end of the secondary structure wall, and at the same time, the two high formworks 2 are bonded with the secondary structure blocks 4 by double-sided adhesive, so that the high formworks 2 can be initially installed and prevent the concrete from leaking. At this time, the horizontal tie beam steel bar is located between the two high formworks 2, and then the two high formworks 2 are connected to the secondary structure wall through a number of cement nails 5, so that the two high formworks 2 are tightly connected to the secondary structure wall;

[0022] Then, several template reinforcement fixtures 1 are clamped on the upper ends of two high templates 2, so that the two high templates 2 and several template reinforcement fixtures 1 form a frame, and concrete is poured onto the horizontal tie beam steel bars in the frame to form a horizontal tie beam, as shown in the attached figure. Figure 1 and attached Figure 3 As shown, at this time, the height of the horizontal tie beam is 100 mm, and the width and length are 200 mm and 1600 mm respectively.

[0023] And as attached Figure 2 and attached Figure 3 As shown, the height of the two high formworks 2 is 150 mm, the specification of any one cement nail 5 is 3×60 mm, the spacing between any two cement nails 5 is 600 mm, and the upper ends of the two high formworks 2 are 100 mm higher than the upper end of the secondary structure wall, so as to control the height of the horizontal tie beam to 100 mm.

[0024] As attached Figure 1 , Attachment Figure 2 and attached Figure 3 As shown, the distance between any two template reinforcement fixtures 1 is 300mm, and the cross-section of any template reinforcement fixture 1 is a U-shaped shape, and the two high templates 2 are clamped by the U-shaped shape. The height of the template reinforcement fixture 1 is 300mm, and the length and wall thickness are 430mm and 100mm respectively.

[0025] The functional principle of the utility model can be explained through the following operation modes:

[0026] First, use the secondary structure wall mortar joint 3 to connect any two secondary structure blocks 4 to form a secondary structure wall, then tie the horizontal tie beam steel bars at the upper end of the secondary structure wall, and stick double-sided tape on one side of the two high templates 2, and use the double-sided tape to make the two high templates 2 fit with the secondary structure wall to prevent concrete leakage;

[0027] At the same time, any two cement nails 5 are penetrated through the high formwork 2 and the secondary structure wall at a spacing of 600mm, so that the two high formworks 2 are tightly connected to the secondary structure wall, and then any two formwork reinforcement fixtures 1 are clamped on the two high formworks 2 at a spacing of 300mm. After that, concrete is poured on the horizontal tie beam steel bars to make a horizontal tie beam with a height, width and length of 100mm, 200mm and 1600mm respectively.

[0028] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes within the technical scope disclosed by the present invention according to the technical scheme and the utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A masonry horizontal tie beam structure template installation structure, comprising secondary structure blocks (4), any two of the secondary structure blocks (4) are connected via secondary structure wall mortar joints (3), a plurality of the secondary structure blocks (4) and a plurality of secondary structure wall mortar joints (3) form a secondary structure wall, a horizontal tie beam steel bar is arranged at the upper end of the secondary structure wall, and the structure is characterized in that: The secondary structure wall is provided with: A high formwork (2), cement nails (5) and a formwork reinforcement fixture (1), wherein the two high formworks (2) are respectively arranged on both sides of the upper end of a secondary structure wall, and a horizontal tie beam reinforcement is located between the two high formworks (2). The two high formworks (2) are connected to the secondary structure wall via a plurality of cement nails (5), and a plurality of formwork reinforcement fixtures (1) are clamped on the upper ends of the two high formworks (2).

2. A masonry horizontal tie beam structure template installation structure according to claim 1, characterized in that: The height of the two high templates (2) is 150 mm, and the specification of any one of the cement nails (5) is 3×60 mm.

3. The masonry horizontal tie beam structure template installation structure according to claim 1 is characterized in that: The distance between any two of the cement nails (5) is 600 mm, and the upper ends of the two high formworks (2) are 100 mm higher than the upper end of the secondary structure wall.

4. The masonry horizontal tie beam structure template installation structure according to claim 1 is characterized in that: The frame composed of the two high formworks (2) and a plurality of the formwork reinforcement fixtures (1) is used to pour concrete onto the horizontal tie beam reinforcement and form a horizontal tie beam. The two high formworks (2) are bonded to the secondary structure blocks (4) at their contact points using double-sided adhesive to prevent leakage of poured concrete.

5. The masonry horizontal tie beam structure template installation structure according to claim 1 is characterized in that: The distance between any two of the template reinforcement fixtures (1) is 300 mm, the cross-section of any one of the template reinforcement fixtures (1) is in a U-shaped shape, the height of the template reinforcement fixture (1) is 300 mm, and the length and wall thickness are 430 mm and 100 mm respectively.

6. A masonry horizontal tie beam structure template installation structure according to claim 4, characterized in that: The horizontal tie beam has a height of 100 mm, and a width and a length of 200 mm and 1600 mm respectively.

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