Shaping wood truss supporting device for runner concrete pouring

Abstract

The utility model relates to the technical field of supporting devices, in particular to a shaping wood truss supporting device for runner concrete pouring. According to the technical scheme, the connecting structure comprises a lower chord member and further comprises connecting blocks, the connecting blocks are symmetrically and fixedly installed on the two sides of the lower chord member, fixing plates are fixedly installed on the connecting blocks, side chord members are fixedly installed on the fixing plates, an upper chord member is fixedly installed on one side of each side chord member, and a middle web member is fixedly installed in the center of the lower chord member; vertical web members are symmetrically and fixedly mounted on the two sides of the lower chord member, one end of each vertical web member is fixedly connected with the corresponding side chord member, and a limiting mechanism for enhancing the stability of the corresponding side chord member is arranged on the lower chord member. The stability of the whole wood truss and the connecting position is improved, mounting and dismounting are convenient and fast, mounting precision is high, and practicability is high.

Description

Technical Field

[0001] This utility model relates to the field of support device technology, and in particular to a fixed wooden truss support device for concrete pouring in flow channels. Background Technology

[0002] A timber truss is a truss composed of wooden components. When pouring concrete into flow channels, formwork is needed to shape the channels. The timber truss serves as part of the formwork support system. It can bear the weight of the formwork and concrete, preventing the formwork from deforming or collapsing during concrete pouring.

[0003] Wood is affected by environmental factors during use, such as humidity changes. When wood absorbs or releases moisture, it expands or contracts. At the joints of a wooden truss, such dimensional changes may cause the joints to loosen. For example, in a humid environment, wood absorbs moisture and expands; when the environment becomes dry, the wood shrinks, creating gaps and loosening at the joints, affecting the stability of the entire wooden truss. Therefore, this application proposes a shaped wooden truss support device for concrete pouring in flow channels. Utility Model Content

[0004] The purpose of this invention is to address the problem in the prior art where the connection of wooden trusses can easily affect stability, and to propose a fixed wooden truss support device for concrete pouring in flow channels.

[0005] The technical solution of this utility model is as follows: A fixed wooden truss support device for concrete pouring in a flow channel includes a lower chord and connecting blocks. The connecting blocks are symmetrically fixedly installed on both sides of the lower chord. A fixing plate is fixedly installed on the connecting blocks, and a side chord is fixedly installed on the fixing plate. An upper chord is fixedly installed on one side of the side chord. A middle web member is fixedly installed at the center of the lower chord. Vertical web members are symmetrically fixedly installed on both sides of the lower chord. One end of the vertical web member is fixedly connected to the side chord. A limiting mechanism to enhance the stability of the side chord is provided on the lower chord.

[0006] Optionally, the limiting mechanism includes reinforcing rods that are fixedly and symmetrically installed on both sides of the lower chord, with the other end of the reinforcing rod bolted to the middle web member, and both sides of the reinforcing rod bolted to the vertical web member. Limiting rods are symmetrically and fixedly installed on the middle web member, with one end of the limiting rod bolted to the vertical web member and the other end of the limiting rod fitting against the reinforcing rod.

[0007] Optionally, an upper chord is fixedly installed on the middle web member, and one end of the upper chord is bolted to the side chord.

[0008] Optionally, the connecting block is provided with a first connecting groove, which is sleeved on both ends of the lower chord.

[0009] Optionally, the fixing plate is provided with a second connecting groove, which is fixedly connected to the side chord.

[0010] Optionally, the reinforcing rod is located below the side chord, and the side chord and the reinforcing rod are arranged parallel to each other.

[0011] Optionally, one end of the side chord is fixedly connected to the middle web member, and one end of the side chord abuts against both sides of the upper chord.

[0012] Compared with the prior art, the present invention has the following beneficial technical effects:

[0013] This invention improves the stability of the entire wooden truss by setting up a triangle between the side chord and the bottom chord. In conjunction with the connecting blocks on both sides of the bottom of the bottom chord, it enhances the stability of the connection point between the side chord and the bottom chord, reduces weak points caused by the connection between the two, and increases the ease of installation.

[0014] Furthermore, by setting the reinforcing rod parallel to the side chord and bolting it to the vertical and middle web members, the stability of the connection between the side chord, middle web member, and vertical web member is further improved. In conjunction with the limit rod bolting it to the vertical and middle web members, the fixation between the fixing rod and the lower chord and middle web member is improved.

[0015] This invention improves the stability of the entire wooden truss and its connections, facilitates installation and dismantling, has high installation precision, and is highly practical. Attached Figure Description

[0016] Figure 1 A schematic diagram of a standardized wooden truss support device for concrete pouring in a flow channel. Figure 1 ;

[0017] Figure 2 A schematic diagram of a standardized wooden truss support device for concrete pouring in a flow channel. Figure 2 ;

[0018] Figure 3 A schematic diagram of the lower chord, vertical web members, and limiting rod structure;

[0019] Figure 4 This is a schematic diagram of the connecting block and fixing plate structure.

[0020] Reference numerals: 1. Lower chord; 2. Middle web member; 3. Connecting block; 4. Vertical web member; 5. Reinforcing rod; 6. Fixing plate; 7. Second connecting groove; 8. Upper chord; 9. First connecting groove; 10. Side chord; 11. Limiting rod. Detailed Implementation

[0021] The technical solution of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are some embodiments of this utility model, but not all embodiments.

[0022] The components of the present invention embodiments described and shown in the accompanying drawings can typically be arranged and designed in a variety of different configurations. Therefore, the following detailed description of the embodiments of the present invention provided in the drawings is not intended to limit the scope of the claimed invention, but merely to illustrate selected embodiments of the invention.

[0023] Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.

[0024] In the description of this utility model, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the accompanying drawings and 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, and therefore should not be construed as a limitation of this utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0025] It should be noted that the terms "comprising," "including," or any other variations thereof are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. In this specification, illustrative expressions of the above terms do not necessarily refer to the same embodiments or examples. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

[0026] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0027] Example

[0028] like Figure 1-2 As shown, the present invention proposes a fixed wooden truss support device for concrete pouring in a flow channel, including a lower chord 1 and a connecting block 3. The connecting block 3 is symmetrically fixedly installed on both sides of the lower chord 1. The two sides of the lower chord 1 are bolted to the bottom of the connecting block 3. A fixing plate 6 is fixedly installed on the connecting block 3, and a side chord 10 is fixedly installed on the fixing plate 6. This improves the stability of the connection between the lower chord 1 and the side chord 10, reduces the weak points caused by the connection between the two, and makes the installation more convenient and efficient. The side chord 10 is bolted to the fixing plate 6. An upper chord 8 is fixedly installed on one side of the side chord 10. A middle web member 2 is fixedly installed at the center of the lower chord 1. The bottom of the lower chord 1 is bolted to the bottom of the middle web member 2. Vertical web members 4 are symmetrically fixedly installed on both sides of the lower chord 1. One end of the vertical web member 4 is fixedly connected to the side chord 10. A limiting mechanism to enhance the stability of the side chord 10 is provided on the lower chord 1.

[0029] like Figure 2-3 As shown, the limiting mechanism includes reinforcing rods 5 fixedly and symmetrically installed on both sides of the lower chord 1. The other end of the reinforcing rod 5 is bolted to the middle web rod 2. Both sides of the reinforcing rod 5 are bolted to the vertical web rod 4, so that it can provide support for the upper middle part of the middle web rod 2. Limiting rods 11 are symmetrically and fixedly installed on the middle web rod 2. One end of the limiting rod 11 is bolted to the vertical web rod 4. The limiting rod 11 connects the reinforcing rod 5 and the middle web rod 2, improves the fixing effect, and makes the overall structure more stable. One end of the limiting rod 11 fits against the reinforcing rod 5.

[0030] like Figure 3-4 As shown, an upper chord 8 is fixedly installed on the middle chord 2. The upper chord 8 is bolted to one end of the side chord 10 to connect the side chords 10 on both sides. A first connecting groove 9 is provided on the connecting block 3. The first connecting groove 9 is sleeved on both ends of the lower chord 1. The lower chord 1 is bolted to the first connecting groove 9 so that it can be installed quickly. A second connecting groove 7 is provided on the fixing plate 6. The second connecting groove 7 is fixedly connected to the side chord 10. The second connecting groove 7 is threadedly connected to the side chord 10. The reinforcing rod 5 is located below the side chord 10. The side chord 10 and the reinforcing rod 5 are arranged in parallel. One end of the side chord 10 is fixedly connected to the middle chord 2. One end of the side chord 10 abuts against both sides of the upper chord 8.

[0031] The working principle of this embodiment is as follows: the triangular arrangement formed by the side chord 10 and the lower chord 1 improves the stability of the entire wooden truss. The connecting blocks 3 on both sides of the lower chord 1 make the connection point between it and the side chord 10 more stable and easier to install. The parallel arrangement of the reinforcing rod 5 with the side chord 10 and its bolted connection with the vertical web member 4 and the middle web member 2 further improves the stability of the connection between the side chord 10, the middle web member 2, and the vertical web member 4. The bolted connection of the limiting rod 11 with the vertical web member 4 and the middle web member 2 improves the fixation between the reinforcing rod 5, the lower chord 1, and the middle web member 2. This achieves improved stability of the entire wooden truss and its connections, convenient installation and dismantling, high installation accuracy, and strong practicality.

[0032] The above specific embodiments are merely several optional embodiments of this utility model. Based on the technical solution of this utility model and the relevant teachings of the above embodiments, those skilled in the art can make various alternative improvements and combinations to the above specific embodiments.

Claims

1. A wooden shaped truss support device for a flow channel concrete pouring, comprising a lower chord (1), characterized in that, Also include: The connecting block (3) is symmetrically fixedly installed on both sides of the lower chord (1), the connecting block (3) is fixedly installed with the fixed plate (6), the fixed plate (6) is fixedly installed with the side chord (10), one side of the side chord (10) is fixedly installed with the upper chord (8), the center position of the lower chord (1) is fixedly installed with the middle web (2), both sides of the lower chord (1) are symmetrically fixedly installed with the vertical web (4), one end of the vertical web (4) is fixedly connected with the side chord (10), the lower chord (1) is provided with a limiting mechanism for enhancing the stability of the opposite side chord (10).

2. The formwork timber joist support system according to claim 1, wherein, The limiting mechanism comprises a reinforcing rod (5) fixedly installed symmetrically on both sides of the lower chord (1), the other end of the reinforcing rod (5) is bolted with the middle web (2), the two sides of the reinforcing rod (5) are bolted with the vertical web (4), the middle web (2) is fixedly installed with a limiting rod (11) symmetrically, one end of the limiting rod (11) is bolted with the vertical web (4), and one end of the limiting rod (11) is in close contact with the reinforcing rod (5).

3. The formwork timber joist support system according to claim 1, wherein, The middle web (2) is fixedly installed with the upper chord (8), and one end of the upper chord (8) is bolted with the side chord (10).

4. The form-tieback system according to claim 1, wherein the form-tieback system is characterized by: The connecting block (3) is provided with a first connecting groove (9), and the first connecting groove (9) is sleeved on both ends of the lower chord (1).

5. The form-tieback system of claim 1, wherein: The fixed plate (6) is provided with a second connecting groove (7), and the second connecting groove (7) is fixedly connected with the side chord (10).

6. A prefabricated wooden truss support device for concrete pouring in a flow channel according to claim 2, characterized in that, The reinforcing rod (5) is located below the side chord (10), and the side chord (10) and the reinforcing rod (5) are arranged in parallel.

7. A prefabricated wooden truss support device for concrete pouring in a flow channel according to claim 2, characterized in that, One end of the side chord (10) is fixedly connected with the middle web (2), and one end of the side chord (10) abuts against both sides of the upper chord (8).

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