Wall steel bar positioning and protective layer thickness control device
By designing a wall reinforcement positioning and protective layer thickness control device including sleeves, positioning rods, concrete seats and movable locks, the problem of wall reinforcement after pre-embedding is solved, and precise control of the steel bar position and protective layer thickness is achieved.
Patent Information
- Application Number
- CN202421970716.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-15
- Publication Date
- 2025-06-13
- Estimated Expiration
- 2034-08-15
AI Technical Summary
During construction, wall steel bars are prone to displacement after being pre-embedded, resulting in smaller spacing of steel bars and the thickness of the protective layer does not meet the design requirements.
A wall steel bar positioning and protective layer thickness control device is designed, including sleeves, positioning rods, concrete seats and movable locks. Through the expansion and retraction of the positioning rods and the adjustment of the movable locks, the position of the steel bar remains unchanged and the thickness of the protective layer is controlled.
Effectively prevent the steel bars from being offset, ensure that the thickness of the protective layer meets the design requirements, and improve construction quality and accuracy.
Smart Images

Figure CN222976239U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building construction, in particular to a device for positioning wall steel bars and controlling the thickness of the protective layer. Background Art
[0002] After the wall steel bars are embedded, they will shift during the pouring process, which will not only cause the distance between the two rows of steel bars to become smaller, but also cause the protective layer of the wall steel bars to become larger or smaller in the later stage, not meeting the design requirements. Content of the Utility Model
[0003] In view of the above problems, the utility model provides a device for positioning wall steel bars and controlling the thickness of the protective layer. This device can ensure that the steel bars at the embedded part will not shift, control the thickness of the protective layer of the wall steel bars, and also control the cross-sectional size of the wall, meeting the design requirements.
[0004] In order to solve the above problems, the technical solution adopted by the utility model is:
[0005] A device for positioning wall steel bars and controlling the thickness of the protective layer includes a sleeve. Both ends of the sleeve are provided with telescopic grooves. Telescopic positioning rods are installed in both ends of the telescopic grooves. The ends of the positioning rods extend out of the telescopic grooves and are fixedly installed with concrete seats. An adjustable moving lock is sleeved on the positioning rods.
[0006] Preferably, a screw rod is connected in series on the positioning rod. Nuts are rotatably connected to both ends of the sleeve. The nuts are threadedly connected to the screw rod. One end of the positioning rod located in the telescopic groove is slidably connected to the groove wall.
[0007] Preferably, a slider is fixedly connected to the top of one end of the positioning rod located in the telescopic groove. A sliding opening is provided along the length direction of the top of the sleeve. The slider is slidably connected in the sliding opening.
[0008] Preferably, scale lines are provided on the top of the sleeve along the length side of the sliding opening.
[0009] Preferably, the moving lock includes a sliding sleeve sleeved on the positioning rod. A tightening bolt is threadedly connected to the side wall of the sliding sleeve. A first arc-shaped clamping plate is fixedly connected to the front side of the sliding sleeve. The two ends of the first arc-shaped clamping plate are butted with a second arc-shaped clamping plate through a locking bolt.
[0010] Preferably, a T-shaped plate is welded to the end of the positioning rod. The concrete seat wraps the T-shaped plate.
[0011] Preferably, a spirit level is embedded between a pair of sliding openings on the top of the sleeve.
[0012] The beneficial effects of the utility model are:
[0013] 1. By installing the sleeve, a pair of positioning rods, a concrete seat and a movable lock, the movable lock can be adjusted according to the spacing of the two rows of steel bars in the embedded parts. It is only necessary to slide the sleeve to the corresponding position and lock the position by tightening the locking bolts, so that a pair of vertical bars are respectively stuck in a pair of first arc-shaped clamping plates, and then the second arc-shaped clamping plates are connected, and the pair of locking bolts can be tightened to clamp the vertical bars. Two devices are set at the bottom and top of the vertical bars to lock the position of the vertical bars to ensure that the vertical bars in the embedded parts will not deviate.
[0014] 2. By installing the positioning rod, nut, screw and concrete seat, the telescopic length of the positioning rod can be adjusted according to the thickness of the required protective layer. Just hold the sleeve and turn the nuts at both ends. Under the limiting action of the slider and the sliding mouth, the screw moves to drive the positioning rod to extend and retract. By adjusting the position of the concrete seat, the thickness of the wall steel bar protective layer can be controlled, and the wall cross-sectional size can also be controlled to meet the design requirements.
[0015] 3. By setting scale lines and level bubbles, when the positioning rod is extended or retracted, the slider slides in the sliding mouth. The extension and retraction distance can be accurately adjusted through the scale lines, and the level can be calibrated through the level bubbles to improve the construction quality. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 It is a schematic diagram of the structure of the utility model;
[0017] Figure 2 It is a top view of the utility model;
[0018] Figure 3 for Figure 2 A schematic diagram of the structure enlargement at point A;
[0019] Figure 4 It is a schematic diagram of the positioning state of the utility model.
[0020] In the figure: 1 sleeve, 2 positioning rod, 3 screw rod, 4 expansion slot, 5 nut, 6 level bubble, 7 sliding mouth, 8 slider, 9 scale line, 10 movable lock buckle, 101 sliding sleeve, 102 fastening bolt, 103 first arc clamping plate, 104 second arc clamping plate, 105 locking bolt, 11 concrete seat, 12 T-plate, 13 wall, 14 formwork, 15 vertical reinforcement, 16 wall edge line. DETAILED DESCRIPTION
[0021] In order to make the above-mentioned purposes, features and advantages of the utility model more obvious and easy to understand, the specific implementation of the utility model is described in detail below in conjunction with the accompanying drawings. In the following description, many specific details are set forth to facilitate a full understanding of the utility model. However, the utility model can be implemented in many other ways different from those described herein, and those skilled in the art can make similar improvements without violating the connotation of the utility model, so the utility model is not limited by the specific implementation disclosed below.
[0022] It should be noted that when an element is referred to as "fixed to" another element, it can be directly on the other element or there may be an intermediate element. When an element is considered to be "connected" to another element, it can be directly connected to the other element or there may be an intermediate element at the same time. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are for illustrative purposes only and do not represent the only implementation.
[0023] Referring to Figures 1-4 , a device for positioning wall steel bars and controlling the cover thickness, including a sleeve 1. Both ends of the sleeve 1 are provided with telescopic grooves 4. Telescopic and adjustable positioning rods 2 are installed in the telescopic grooves 4 at both ends. The ends of the positioning rods 2 extend out of the telescopic grooves 4 and are fixedly installed with concrete seats 11. An adjustable movable lock 10 is sleeved on the positioning rods 2.
[0024] Furthermore, a screw rod 3 is strung on the positioning rod 2. Nuts 5 are rotatably connected to both ends of the sleeve 1. The nuts 5 are threadedly connected to the screw rod 3. One end of the positioning rod 2 located in the telescopic groove 4 is slidably connected to the groove wall. According to the thickness of the required protective layer, by adjusting the telescopic length of the positioning rod 2, just hold the sleeve 1 and rotate the nuts 5 at both ends. The screw rod 3 moves, and then the telescopic of the positioning rod 2 can be driven to adjust the position of the concrete seat 11.
[0025] Furthermore, a slider 8 is fixedly connected to the top of one end of the positioning rod 2 located in the telescopic groove 4. A sliding groove 7 is provided along the length direction of the top of the sleeve 1. The slider 8 is slidably connected in the sliding groove 7. Under the limiting action of the slider 8 and the sliding groove 7, the telescopic of the screw rod 3 is enabled.
[0026] Furthermore, scale lines 9 are provided on the top of the sleeve 1 at the length sides of the sliding groove 7. When the positioning rod 2 expands and contracts, the slider 8 slides in the sliding groove 7, and the telescopic distance can be accurately adjusted through the scale lines 9.
[0027] Furthermore, the movable lock 10 includes a sliding sleeve 101 sleeved on the positioning rod 2. A tightening bolt 102 is threadedly connected to the side wall of the sliding sleeve 101. A first arc-shaped clamping plate 103 is fixedly connected to the front side of the sliding sleeve 101. The two ends of the first arc-shaped clamping plate 103 are butted with a second arc-shaped clamping plate 104 through a locking bolt 105. Slide the sliding sleeve 101 to the corresponding position, lock the position by tightening the tightening bolt 102, so that a pair of vertical steel bars 15 are respectively clamped in a pair of first arc-shaped clamping plates 103, and then butt the second arc-shaped clamping plate 104 and tighten a pair of locking bolts 105 to clamp the vertical steel bars 15.
[0028] Furthermore, a T-shaped plate 12 is welded to the end of the positioning rod 2, and the concrete seat 11 wraps the T-shaped plate 12.
[0029] Furthermore, a spirit level 6 is embedded between a pair of sliding openings 7 at the top of the sleeve 1. The level is calibrated by the spirit level 6 to improve the construction quality.
[0030] The movable latch 10 can adjust its position according to the spacing between the steel bars at two rows of embedded parts. Just slide the sliding sleeve 101 to the corresponding position and lock the position by tightening the fastening bolt 102, so that a pair of vertical steel bars 15 are respectively clamped in a pair of first arc-shaped clamping plates 103. Then butt the second arc-shaped clamping plate 104 and tighten a pair of locking bolts 105 to clamp the vertical steel bar 15. By arranging two such devices at the bottom and above the vertical steel bar 15, the position of the vertical steel bar 15 can be locked to ensure that the vertical steel bar 15 at the embedded part will not shift.
[0031] According to the required thickness of the protective layer, adjust the telescopic length of the positioning rod 2. Just hold the sleeve 1 and rotate the nuts 5 at both ends. Under the limiting action of the slider 8 and the sliding opening 7, the screw rod 3 moves, which can drive the positioning rod 2 to telescope, adjust the position of the concrete seat 11, control the thickness of the wall steel bar protective layer, and also control the wall cross-sectional size to meet the design requirements.
[0032] When the positioning rod 2 telescopes, the slider 8 slides in the sliding opening 7. The telescopic distance can be accurately adjusted through the scale line 9, and the level is calibrated by the spirit level 6 to improve the construction quality.
[0033] Before pouring the concrete of this layer, install this device at 50 mm and 500 mm away from the floor surface of the cast-in-place wall 13 respectively. At 50 mm, the concrete seat 11 at one end of the device directly abuts against the formwork 14. After calibrating the level by the spirit level 6, according to the spacing between the two rows of vertical steel bars 15 designed in the drawing, fix the device to the vertical steel bars through the movable latch 10 in the device. Then hang it vertically and install the second device in the same way. After installation, the concrete can be poured, so as to ensure that the steel bars at the embedded part will not shift and the protective layer will also meet the design requirements.
[0034] The above are only the preferred embodiments of the present utility model and are not intended to limit the present utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.
Claims
1. A device for positioning wall reinforcement and controlling protective layer thickness, comprising a sleeve (1), characterized in that: Both ends of the sleeve (1) are provided with telescopic slots (4), and telescopically adjustable positioning rods (2) are installed in the telescopic slots (4) at both ends. The ends of the positioning rods (2) extend out of the telescopic slots (4) and are fixedly installed with concrete seats (11). The positioning rods (2) are provided with movable lock buckles (10) with adjustable positions.
2. A wall reinforcement positioning and protective layer thickness control device according to claim 1, characterized in that: The positioning rod (2) is connected in series with a screw rod (3), both ends of the sleeve (1) are rotatably connected with nuts (5), the nuts (5) are threadedly connected to the screw rod (3), and one end of the positioning rod (2) located in the telescopic groove (4) is slidably connected to the groove wall.
3. A wall reinforcement positioning and protective layer thickness control device according to claim 2, characterized in that: A slider (8) is fixedly connected to the top of one end of the positioning rod (2) located in the telescopic slot (4), and a sliding opening (7) is provided at the top of the sleeve (1) along its length direction, and the slider (8) is slidably connected in the sliding opening (7).
4. A wall reinforcement positioning and protective layer thickness control device according to claim 1, characterized in that: The top of the sleeve (1) is provided with a scale line (9) on the length side of the sliding opening (7).
5. A wall reinforcement positioning and protective layer thickness control device according to claim 1, characterized in that: The movable lock buckle (10) comprises a sliding sleeve (101) sleeved on the positioning rod (2), the side wall of the sliding sleeve (101) is threadedly connected with a locking bolt (102), the front side of the sliding sleeve (101) is fixedly connected with a first arc-shaped clamping plate (103), and the two ends of the first arc-shaped clamping plate (103) are butt-jointed with a second arc-shaped clamping plate (104) via locking bolts (105).
6. A wall reinforcement positioning and protective layer thickness control device according to claim 1, characterized in that: A T-shaped plate (12) is welded to the end of the positioning rod (2), and the concrete seat (11) wraps the T-shaped plate (12).
7. A wall reinforcement positioning and protective layer thickness control device according to claim 1, characterized in that: A level bubble (6) is embedded at the top of the sleeve (1) between a pair of sliding openings (7).