Integral wall pouring single-side combined type inclined supporting formwork structure

Abstract

The utility model provides a single-side combined type inclined supporting template structure for integral pouring of a wall body, and relates to the field of inclined supporting templates for pouring of wall bodies. The utility model relates to a single-side combined type inclined support template structure for integrally pouring a wall body. Through a lower supporting side plate and an upper supporting side plate, the upper supporting side plate is arranged at the top end of the lower supporting side plate, grooves are formed in the lower supporting side plate and the upper supporting side plate, telescopic plates are arranged in the grooves in a telescopic fit mode, and upper moving plates are fixedly connected to the two ends of each telescopic plate; the upper moving plate and the end of the groove are fixedly connected with side plates, and an overturning plate is rotationally connected between the side plates. The height extension control can be realized by rotating the fixed bolt and driving the threaded rod to rotate to be in threaded fit with the threaded sleeve after the fixed bolt rotates, so that the height adjustment of the upper supporting side plate is driven, the accurate height adjustment control is conveniently realized by manually rotating the fixed bolt, and the use portability is improved.

Description

Technical Field

[0001] This utility model relates to the field of casting inclined support formwork technology, specifically a single-sided combined inclined support formwork structure for integral wall casting. Background Technology

[0002] The inclined support formwork structure for concrete wall construction is a temporary support system used in concrete wall construction. Its main purpose is to ensure the stability of the formwork during the pouring process and prevent bulging or deformation. This structure consists of formwork panels, back bracing (horizontal and vertical joists), diagonal braces, and ground anchors. It provides lateral resistance through diagonal support, ensuring the verticality of the wall and the quality of the pouring. The diagonal supports typically use adjustable steel supports or steel pipe scaffolding, with the angle controlled between 45° and 60° to optimize stress performance. Its advantages include convenient installation, high rigidity, and suitability for high-rise buildings, underground projects, and the construction of large-volume concrete walls. Furthermore, the inclined support system is reusable, economical, and efficient, making it an indispensable key technology in modern construction.

[0003] In the existing technology, most inclined support formwork structures use plates of fixed height. When the height needs to be extended, multiple plates need to be spliced ​​together. However, splicing can cause cracks after pouring, which requires workers to grind them again later.

[0004] When applying for this utility model, the applicant, after searching, discovered a Chinese patent that discloses a "self-supporting formwork structure and construction method for basement exterior walls," application number "202311382261.X." This patent mainly uses a support frame located between the formwork layer and the foundation pit slope protection. During the wall pouring process, the poured wall material directly buries the support frame, thus avoiding the support frame's occupation of external space. Compared with traditional formwork support structures, this greatly reduces the space occupied and directly avoids the obstacles caused by the support frame to the construction site, facilitating construction and achieving the advantage of formwork structures occupying less external space. However, it may still have shortcomings when multiple panels need to be spliced ​​together for height extension. Therefore, according to the applicant's utility model, a single-sided combined inclined support formwork structure for integral wall pouring is proposed, which solves the problem that splicing can cause cracks after pouring, requiring subsequent grinding operations by workers. Utility Model Content

[0005] (a) Technical problems to be solved

[0006] To address the shortcomings of existing technologies, this utility model provides a single-sided combined inclined support template structure and application method for integral wall casting, which solves the problem that splicing can cause cracks after casting, thus requiring subsequent grinding operations by workers.

[0007] (II) Technical Solution

[0008] To achieve the above objectives, this utility model is implemented through the following technical solution: a single-sided combined inclined support template structure for integral wall casting, comprising a lower support side plate and an upper support side plate, wherein the upper support side plate is provided at the top of the lower support side plate, and grooves are provided inside the lower support side plate and the upper support side plate, wherein a telescopic plate is telescopically fitted inside the groove, and upper movable plates are fixedly connected to both ends of the telescopic plate, and side plates are fixedly connected to the upper movable plate and the end of the groove, and a flip plate is rotatably connected between the side plates;

[0009] Both ends of the upper support side plate are fixedly connected to a horizontal plate. A concave frame is fitted in the middle of each horizontal plate. A horizontal frame is fixedly connected between the concave frames. A threaded sleeve is fixedly connected to the middle of the bottom end of the horizontal frame. A threaded rod is threadedly connected inside the threaded sleeve. A support base is rotatably connected to the bottom end of the threaded rod.

[0010] Preferably, a support frame is slidably connected to the middle of the threaded sleeve, a second diagonal brace is rotatably connected to the inner side of the support frame, and a fixing bolt is fixedly connected to the middle of the threaded rod.

[0011] Preferably, the end of the second diagonal brace away from the support frame is rotatably connected to a rotating frame, and the top end of the rotating frame is fixedly connected to a fixed horizontal plate, with both ends of the fixed horizontal plate being fixedly connected to the horizontal plate.

[0012] Preferably, a support base is fixedly connected to the bottom end of the support base, and mounting bolts are provided at both ends of the support base.

[0013] Preferably, a support base plate is fixedly connected to the bottom end of the lower support side plate, and first diagonal braces are fixedly connected to both sides of the support base plate and between the lower support side plate, and the mounting bolts are in contact with the support base plate.

[0014] Preferably, a third diagonal brace is fixedly connected to the top of the horizontal plate at the end away from the upper support side plate, and several pin holes are opened inside the horizontal plate, and fastening bolts pass through the interior of the concave frame.

[0015] Preferably, both the lower support side plate and the upper support side plate have buffer grooves on their inner rear sides. Slide rods are fixedly connected to both sides of the buffer grooves. The middle part of the slide rods slides in cooperation with the upper moving plate. Support springs are provided on both sides of the buffer grooves and are sleeved on the outside of the slide rods.

[0016] A method for applying a single-sided combined inclined support formwork structure for integral wall casting includes the following specific application methods:

[0017] Step 1: First, install the lower support side plate, upper support side plate, and support base plate at the location where the wall needs to be poured. Then, the height of the upper support side plate can be adjusted by the pouring height. At this time, the fixing bolt can be rotated. After the fixing bolt is rotated, it will drive the threaded rod to rotate and engage with the threaded sleeve, thereby achieving height extension control and thus driving the height adjustment of the upper support side plate.

[0018] Step 2: When the upper support side plate rises, it can stretch the top side plate and the flip plate of the telescopic plate. When stretched to the vertical state, the side plate and the flip plate are in a straight block. When it continues to rise, the front side plate and the flip plate of the lower support side plate at the bottom repeat the above operation to achieve the stretching effect, so as to facilitate precise adjustment and control according to the required height.

[0019] Step 3: After adjusting the height of the upper support side plate, the position of the concave frame can be moved by loosening the fastening bolts, thereby moving the threaded sleeve laterally to facilitate the adjustment of the support distance. The higher the height, the farther the distance between the threaded sleeve and the lower support side plate. Then, the support base is fixed by installing and tightening the mounting bolts, thereby achieving a firm diagonal support fixation for the lower and upper support side plates.

[0020] Step 4: Finally, the pin holes on both sides of the concave frame and the horizontal plate are connected by fastening bolts to achieve through installation and improve the strength of use. The second and third diagonal braces, as well as the first diagonal brace, enhance the stability of the triangular support and achieve triangular support.

[0021] (III) Beneficial Effects

[0022] This utility model provides a single-sided combined inclined support formwork structure and its application method for integral wall casting. It has the following beneficial effects:

[0023] 1. This utility model is equipped with a threaded rod, a threaded sleeve, and an upper support side plate. By rotating the fixing bolt, the threaded rod will rotate and engage with the threaded sleeve, thereby achieving height extension control and adjusting the height of the upper support side plate. The height adjustment control can be easily achieved by manually rotating the fixing bolt, improving the portability of use.

[0024] 2. This utility model is equipped with a telescopic plate, a side plate, and a flip plate. When the upper support side plate rises, it can stretch the top side plate of the telescopic plate and the flip plate. When stretched to a vertical state, the side plate and the flip plate form a straight block. When it continues to rise, the front side plate and the flip plate of the lower support side plate at the bottom repeat the above operation to achieve the stretching effect. With this structure, when the height is adjusted, the upper support side plate can be raised to be flush with the wall, preventing the problem of horizontal breakage during pouring.

[0025] 3. This utility model is equipped with a threaded sleeve, a lower support side plate, mounting bolts, and a support base. The threaded sleeve can move laterally to facilitate adjustment of the support distance. The higher the height, the farther the distance between the threaded sleeve and the lower support side plate. Then, the support base is fixed by installing and tightening the mounting bolts, thereby achieving a firm diagonal support and fixation for the lower and upper support side plates. This structure provides a firm support and stronger stability. Attached Figure Description

[0026] Figure 1 This is a three-dimensional structural diagram of a single-sided combined inclined support template structure for integral wall casting proposed in this utility model.

[0027] Figure 2 This is a side view of a single-sided combined inclined support formwork structure for integral wall casting proposed in this utility model;

[0028] Figure 3 This is a rear view of a single-sided combined inclined support template structure for integral wall casting proposed in this utility model.

[0029] Figure 4 This is a cross-sectional view of the lower and upper support side plates of a single-sided combined inclined support template structure for integral wall casting proposed in this utility model.

[0030] Figure 5 The present utility model proposes Figure 3 Enlarged view of point A in the image;

[0031] Figure 6 This is an enlarged view of the three-dimensional structure of the flip-up plate and the upper movable plate of the single-sided combined inclined support template structure for integral wall casting proposed in this utility model.

[0032] The components include: 1. Lower support side plate; 101. Support base plate; 102. Telescopic plate; 103. Upper support side plate; 104. Buffer groove; 2. Threaded sleeve; 201. Support frame; 202. Second diagonal brace; 203. Rotating frame; 3. First diagonal brace; 4. Horizontal plate; 401. Third diagonal brace; 402. Fixed horizontal plate; 403. Pin hole; 5. Slide rod; 501. Support spring; 6. Support base; 601. Support seat; 602. Mounting bolt; 7. Threaded rod; 701. Fixing bolt; 8. Side plate; 801. Flip plate; 802. Upper moving plate; 9. Horizontal frame; 901. Concave frame; 902. Fastening bolt. Detailed Implementation

[0033] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0034] Example:

[0035] like Figure 1-6 As shown, this utility model embodiment provides a single-sided combined inclined support formwork structure for integral wall casting, including a lower support side plate 1 and an upper support side plate 103. The upper support side plate 103 is provided at the top of the lower support side plate 1. The lower support side plate 1 and the upper support side plate 103 have grooves inside. A telescopic plate 102 is telescopically fitted inside the groove. Both ends of the telescopic plate 102 are fixedly connected to an upper movable plate 802. Side plates 8 are fixedly connected to the upper movable plate 802 and the end of the groove. When the upper support side plate 103 rises, it can stretch the top side plate 8 and the flip plate 801 of the telescopic plate 102. When stretched to a vertical state, the side plate 8 and the flip plate 801 form a straight blocking surface. A flip plate 801 is rotatably connected between the lower support side plate 1 and the bottom end of the lower support side plate 1 is fixedly connected to the support base plate 101. The lower support side plate 1, the upper support side plate 103 and the support base plate 101 are all installed at the position where the wall needs to be poured. The two sides of the support base plate 101 and the lower support side plate 1 are fixedly connected to the first diagonal brace 3. The mounting bolt 602 and the support base plate 101 are in contact with each other. The lower support side plate 1 and the upper support side plate 103 are both provided with buffer grooves 104 on the rear side inside. The two sides of the buffer groove 104 are fixedly connected to the sliding rod 5. The middle part of the sliding rod 5 is in sliding contact with the upper moving plate 802. The two sides of the buffer groove 104 are provided with support springs 501. The support springs 501 are sleeved on the outside of the sliding rod 5.

[0036] Both ends of the upper support side plate 103 are fixedly connected to horizontal plates 4. A concave frame 901 is fitted into the middle of each horizontal plate 4. A horizontal frame 9 is fixedly connected between the concave frames 901. A threaded sleeve 2 is fixedly connected to the bottom center of the horizontal frame 9. The greater the distance between the threaded sleeve 2 and the lower support side plate 1, the more secure the support base 6 becomes through the installation and tightening of the mounting bolts 602. This achieves a firm oblique support and fixation for the lower support side plate 1 and the upper support side plate 103. A threaded rod 7 is threadedly connected inside the threaded sleeve 2. Rotating the fixing bolts 701 will drive the threaded rod 7 to rotate and engage with the threaded sleeve 2, thus achieving height extension control and adjusting the height of the upper support side plate 103. The bottom end of the threaded rod 7 is rotatably connected to... The support base 6 has a support seat 601 fixedly connected to its bottom end. Both ends of the support seat 601 are provided with mounting bolts 602. The top of the horizontal plate 4, away from the upper support side plate 103, is fixedly connected with a third diagonal brace 401. The interior of the horizontal plate 4 has several pin holes 403. The pin holes 403 on both sides of the concave frame 901 and the horizontal plate 4 are penetrated by fastening bolts 902, thereby achieving through installation and improving the strength of use. The interior of the concave frame 901 has fastening bolts 902. After the height of the upper support side plate 103 is adjusted, the position of the concave frame 901 can be moved by loosening the fastening bolts 902, thereby moving the threaded sleeve 2 laterally, which facilitates the adjustment of the support distance. The higher the height, the better.

[0037] A support frame 201 is slidably connected to the middle of the threaded sleeve 2. A second diagonal brace 202 is rotatably connected to the inner side of the support frame 201. The second diagonal brace 202, the third diagonal brace 401, and the first diagonal brace 3 enhance the stability of the triangular support and achieve triangular support. A fixing bolt 701 is fixedly connected to the middle of the threaded rod 7. The height of the upper support side plate 103 can be adjusted by the pouring height. At this time, it can be rotated by the fixing bolt 701. A rotating frame 203 is rotatably connected to the end of the second diagonal brace 202 away from the support frame 201. A fixing horizontal plate 402 is fixedly connected to the top of the rotating frame 203. The two ends of the fixing horizontal plate 402 are fixedly connected to the horizontal plate 4.

[0038] A method for applying a single-sided combined inclined support formwork structure for integral wall casting includes the following specific application methods:

[0039] Step 1: First, install the lower support side plate 1, the upper support side plate 103, and the support base plate 101 at the positions where the wall needs to be poured. Then, the height of the upper support side plate 103 can be adjusted by the pouring height. At this time, the fixing bolt 701 can be rotated. After the fixing bolt 701 is rotated, it will drive the threaded rod 7 to rotate and engage with the threaded sleeve 2, thereby achieving height extension control and thus driving the height adjustment of the upper support side plate 103.

[0040] Step 2: When the upper support side plate 103 rises, it can stretch the top side plate 8 and the flip plate 801 of the telescopic plate 102. When stretched to the vertical state, the side plate 8 and the flip plate 801 are in a straight blocking position. When it continues to rise, the front side plate 8 and the flip plate 801 of the bottom support side plate 1 repeat the above operation to achieve the stretching effect, thereby facilitating precise adjustment and control according to the required height.

[0041] Step 3: After adjusting the height of the upper support side plate 103, the position of the concave frame 901 can be moved by loosening the fastening bolt 902, thereby moving the threaded sleeve 2 laterally to facilitate the adjustment of the support distance. The higher the height, the farther the distance between the threaded sleeve 2 and the lower support side plate 1. Then, the support base 6 is fixed by installing and tightening the mounting bolt 602, thereby achieving a firm oblique support fixation for the lower support side plate 1 and the upper support side plate 103.

[0042] Step 4: Finally, the pin holes 403 on both sides of the concave frame 901 and the horizontal plate 4 are penetrated by fastening bolts 902 to achieve through installation and improve the strength of use. The second diagonal brace 202, the third diagonal brace 401 and the first diagonal brace 3 improve the stability of the triangular support and realize the triangular support.

[0043] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A single-sided combined inclined support formwork structure for integral wall casting, comprising a lower support side plate (1) and an upper support side plate (103), characterized in that: The lower support side plate (1) is provided with an upper support side plate (103) at its top. The lower support side plate (1) and the upper support side plate (103) are provided with grooves. A telescopic plate (102) is telescopically fitted inside the grooves. An upper movable plate (802) is fixedly connected to both ends of the telescopic plate (102). A side plate (8) is fixedly connected to both the upper movable plate (802) and the end of the groove. A flip plate (801) is rotatably connected between the side plates (8). Both ends of the upper support side plate (103) are fixedly connected to a horizontal plate (4). A concave frame (901) is fitted in the middle of each horizontal plate (4). A horizontal frame (9) is fixedly connected between the concave frames (901). A threaded sleeve (2) is fixedly connected to the middle of the bottom end of the horizontal frame (9). A threaded rod (7) is threaded inside the threaded sleeve (2). A support base (6) is rotatably connected to the bottom end of the threaded rod (7).

2. The single-sided combined inclined support formwork structure for integral wall casting according to claim 1, characterized in that: The threaded sleeve (2) is slidably connected to a support frame (201) in the middle, and a second diagonal brace (202) is rotatably connected to the inner side of the support frame (201). The threaded rod (7) is fixedly connected to a fixing bolt (701) in the middle.

3. The single-sided combined inclined support formwork structure for integral wall casting according to claim 2, characterized in that: The second diagonal brace (202) is rotatably connected to a rotating frame (203) at one end away from the support frame (201). A fixed horizontal plate (402) is fixedly connected to the top of the rotating frame (203). Both ends of the fixed horizontal plate (402) are fixedly connected to the horizontal plate (4).

4. The single-sided combined inclined support formwork structure for integral wall casting according to claim 1, characterized in that: The bottom end of the support base (6) is fixedly connected to a support seat (601), and both ends of the support seat (601) are provided with mounting bolts (602).

5. A single-sided combined inclined support formwork structure for integral wall casting according to claim 4, characterized in that: The bottom end of the lower support side plate (1) is fixedly connected to a support base plate (101). The two sides of the support base plate (101) and the lower support side plate (1) are fixedly connected to a first diagonal brace (3). The mounting bolt (602) and the support base plate (101) are in contact with each other.

6. The single-sided combined inclined support formwork structure for integral wall casting according to claim 1, characterized in that: The top of the horizontal plate (4) is fixedly connected to a third diagonal brace (401) at the end away from the upper support side plate (103). The horizontal plate (4) has several pin holes (403) inside, and the concave frame (901) has fastening bolts (902) passing through it.

7. A single-sided combined inclined support formwork structure for integral wall casting according to claim 1, characterized in that: Both the lower support side plate (1) and the upper support side plate (103) have buffer grooves (104) on their inner rear sides. Both sides of the buffer groove (104) are fixedly connected to slide rods (5). The middle part of the slide rods (5) is slidably engaged with the upper moving plate (802). Both sides of the buffer groove (104) are provided with support springs (501), which are sleeved on the outside of the slide rods (5).

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