Device for observing fullness of grouting in sleeve

Abstract

The utility model discloses an observation device for fullness of grouting in a sleeve, and mainly relates to the field of prefabricated building construction. Comprising a communicating pipe communicated with a sleeve, the communicating pipe is L-shaped, a grout overflow hole is formed in the side wall of the sleeve, the horizontal part of the L-shaped communicating pipe is connected with the grout overflow hole, the top end of the vertical part of the L-shaped communicating pipe is movably connected with a pipe cap, an observation rod is arranged on the pipe cap, the observation rod penetrates through the pipe cap and can vertically move relative to the pipe cap, and a floating ball is arranged at the bottom of the observation rod. A transverse telescopic rod is arranged on the vertical part of the L-shaped communicating pipe, a connecting block is arranged at one end of the telescopic rod, and the connecting block is connected with the side wall of the sleeve. The device has the advantages that the technical problem that the grouting fullness is not easy to detect and control during grouting of an existing sleeve can be solved, the grouting condition in the sleeve can be controlled in time, the grouting fullness is guaranteed, secondary supplementary grouting construction is avoided, and the construction quality and the construction efficiency are guaranteed.

Description

Technical Field

[0001] The utility model relates to the field of prefabricated building construction, in particular to an observation device for the fullness of grouting inside a sleeve. Background Art

[0002] Prefabricated building structures refer to prefabricated components and accessories produced in a prefabrication plant in advance, transported to the construction site, and installed and fixed through sleeve grouting or other connection methods to assemble into an overall building structure. The characteristics of prefabricated buildings are standardized components, which effectively guarantee construction quality and are environmentally friendly. At the same time, they help to increase construction speed and reduce labor requirements. When assembling vertical prefabricated components, prefabricated buildings need to reserve sleeves in the components, and after temporary installation, fill the sleeves with grouting material to achieve the connection and fixation of the components.

[0003] However, the conventional construction process of sleeve grouting mainly involves observing the grouting of slurry from the overflow hole of the reserved sleeve, maintaining pressure for a certain period of time, and using endoscopic equipment to complete the grouting operation. Although it can ensure a certain fullness pass rate, it is far from meeting the current quality requirements. It is often necessary to carry out secondary filling in the sleeve. The tedious and complicated repetitive operations not only increase construction time and construction costs, but also make it difficult to guarantee construction quality. Utility Model Content

[0004] The purpose of this utility model is to provide an observation device for the fullness of grouting inside the sleeve, which can solve the technical problem that the fullness of grouting is difficult to detect and control during the existing sleeve grouting, realize timely control of the grouting situation in the sleeve, ensure the fullness of the grouting, avoid secondary filling construction, and ensure the quality and efficiency of construction.

[0005] In order to achieve the above-mentioned purpose, the present invention is realized through the following technical solutions:

[0006] A device for observing the fullness of grouting inside a sleeve, comprising a connecting pipe connected to the sleeve, the connecting pipe being L-shaped, a grouting hole being provided on the side wall of the sleeve, the horizontal portion of the L-shaped connecting pipe being connected to the grouting hole, a pipe cap being movably connected to the top of the L-shaped vertical portion of the connecting pipe, an observation rod being provided on the pipe cap, the observation rod passing through the pipe cap and being able to move vertically relative to the pipe cap, a float being provided at the bottom of the observation rod, a transverse telescopic rod being provided on the L-shaped vertical portion of the connecting pipe, a connecting block being provided at one end of the telescopic rod, and the connecting block being connected to the side wall of the sleeve.

[0007] Furthermore, the connecting block is made of magnetic material, and the connecting block is magnetically attracted to the side wall of the sleeve.

[0008] Furthermore, a spring is provided at the bottom of the pipe cap, and the bottom of the spring is connected to the float.

[0009] Furthermore, a sealing plug is provided between the L-shaped horizontal portion of the connecting pipe and the overflow hole.

[0010] Furthermore, the telescopic rod includes a fixed rod and a sliding sleeve. The fixed rod is slidably connected to the inside of the sliding sleeve. Positioning holes are provided at corresponding positions of the fixed rod and the sliding sleeve. The positioning rod is movably inserted into the positioning hole.

[0011] Furthermore, the tube cap is provided with a plurality of air holes.

[0012] Compared with the prior art, the beneficial effects of the present invention are:

[0013] The L-shaped connecting pipe is connected to the overflow hole on the side wall of the sleeve. The horizontal part of the L-shaped connecting pipe is connected to the overflow hole, so that the grouting slurry passes through the overflow hole and enters the interior of the connecting pipe when it is about to be filled. The top of the L-shaped vertical part of the connecting pipe is movably connected with a pipe cap. The pipe cap is provided with an observation rod that can move up and down relative to it. The bottom of the observation rod is provided with a float ball. When the slurry continues to be poured, this structure will drive the float ball and the observation rod to rise. When the observation rod continues to rise, it indicates that the slurry has not been poured full. The pouring is continued until the height of the observation rod no longer rises, indicating that the slurry has been poured full. At this time, the pouring can be stopped. The structure is simple and the operation is convenient, so that the timing of full pouring can be controlled more accurately, so that the quality of the pouring construction is guaranteed, and the efficiency of the pouring construction is further improved.

[0014] 2. A horizontal telescopic rod is provided on the L-shaped vertical part of the connecting pipe. A connecting block is provided at one end of the telescopic rod, and the connecting block is connected to the side wall of the sleeve. This structure uses the telescopic rod to fix the position of the connecting pipe after installation, preventing the connecting pipe from being separated from the overflow hole under the action of the injection pressure, ensuring the synchronization of the slurry liquid level in the connecting pipe and the slurry in the sleeve, and making the control of the slurry injection situation in the sleeve more accurate. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Attachment Figure 1 It is a three-dimensional structural diagram of the utility model.

[0016] Attachment Figure 2 It is a left view of the present utility model.

[0017] Attachment Figure 3 This utility model is attached Figure 2 Cross-sectional view in the AA direction.

[0018] Reference numerals shown in the accompanying drawings:

[0019] 1. Sleeve; 2. Connecting pipe; 3. Overflow hole; 4. Pipe cap; 5. Observation rod; 6. Float; 7. Telescopic rod; 8. Connecting block; 9. Spring; 10. Sealing plug; 11. Fixed rod; 12. Sliding sleeve; 13. Positioning hole; 14. Positioning rod; 15. Vent hole. DETAILED DESCRIPTION

[0020] The present invention will be further described below with reference to specific embodiments. It should be understood that these embodiments are intended only to illustrate the present invention and are not intended to limit the scope of the present invention. Furthermore, it should be understood that after reading the contents of this invention, those skilled in the art may make various changes or modifications to the present invention, and that these equivalent forms also fall within the scope defined in this application.

[0021] Reference Figure 1 and Figure 2The present invention is an observation device for the fullness of grouting inside a sleeve 1. The main structure includes a connecting pipe 2 connected to the sleeve 1. Grout is poured into the interior of the sleeve 1. The connecting pipe 2 is connected to the sleeve 1 to form a communicating vessel structure, so that the liquid level of the slurry in the sleeve 1 is consistent with that in the connecting pipe 2, thereby facilitating indirect control of the liquid level when the sleeve 1 is about to be filled with full grouting. For the convenience of observation, the connecting pipe 2 can also be set to a transparent material, so that the observation of the slurry level is more direct. The connecting pipe 2 is L-shaped, and a through overflow hole 3 is provided on the side wall of the sleeve 1. When the slurry is about to be filled with full grouting, the slurry will flow out. The overflow hole 3 enters the connecting pipe 2, and the horizontal part of the connecting pipe 2L is connected to the overflow hole 3. Specifically, the end of the horizontal part is connected and fixed to the overflow hole 3 by plugging. The top of the vertical part of the connecting pipe 2L is movably connected with a pipe cap 4, and the pipe cap 4 can be detachably connected to the top of the connecting pipe 2L by means of threaded connection or the like. The height of the pipe cap 4 is higher than the height of the top of the sleeve 1, so that there is enough space in the connecting pipe 2 to ensure that the slurry level of the injection can be kept synchronized with the liquid level in the sleeve 1. The pipe cap 4 is provided with an observation rod 5, and a scale is preferably set on the observation rod 5 so that the observation rod 5 extends out of the pipe cap. The length of the pipe cap 4 can be accurately and timely observed. The observation rod 5 passes through the pipe cap 4 and can move vertically relative to it. The bottom of the observation rod 5 is fixed with a float 6 by welding or bolts. When the slurry level in the connecting pipe 2 rises, the float 6 and the observation rod 5 are driven to rise under the action of buoyancy, so as to accurately control the slurry level of the grouting. Until the observation rod 5 stops rising, that is, when the scale leaked from the observation rod 5 does not change, it indicates that the sleeve 1 is full of grouting. At this time, the grouting can be stopped in time, and the timing of full grouting can be controlled more accurately. Under the premise of ensuring the quality of grouting construction, the accuracy of grouting time is guaranteed. , avoiding the waste of grouting time and further improving the efficiency of grouting construction. A horizontal telescopic rod 7 is sleeved on the L-shaped vertical part of the connecting pipe 2. Preferably, a collar is provided at one end of the telescopic rod 7, which is sleeved on the outside of the connecting pipe 2. A connecting block 8 is welded or bolted to one end of the telescopic rod 7. The connecting block 8 is connected to the side wall of the sleeve 1. Such a structure uses the telescopic rod 7 to reinforce the connection between the sleeve 1 and the connecting pipe 2, avoiding the connecting pipe 2 and the overflow hole 3 from being separated or having gaps under the action of the grouting pressure, resulting in leakage, and ensuring the timeliness and accuracy of the control of the slurry grouting level in the sleeve 1.

[0022] Preferably, the connecting block 8 is made of magnetic material, and the connecting block 8 is magnetically attracted to the side wall of the sleeve 1. Such a structure does not require modification of the side wall of the sleeve 1. The connecting block 8 can be directly attracted to the side wall of the sleeve 1 by magnetism to achieve reinforcement of the connecting pipe 2. After use, it can also be disassembled and recycled, which further simplifies the operation steps and improves the reuse effect of the device.

[0023] Preferably, refer to Figure 3 , a spring 9 is provided at the bottom of the pipe cap 4. Specifically, a rotating block is rotatably provided at the bottom of the pipe cap 4. The spring 9 is fixed to the rotating block by bolts, so that the pipe cap 4 will not drive the spring 9 to rotate when it is rotated to open. The bottom of the spring 9 is connected to the float 6 by bolts. Such a structure allows the pipe cap 4 to be taken out together with the spring 9 and the float 6 after disassembly, which is convenient for reuse, making the device more reusable.

[0024] Preferably, a sealing plug 10 is provided between the L-shaped horizontal part of the connecting pipe 2 and the overflow hole 3. The sealing plug 10 is generally made of rubber material to ensure the sealing effect of the connection, avoid slurry leakage, and ensure the accuracy of slurry injection level observation.

[0025] Preferably, the telescopic rod 7 includes a fixed rod 11 and a sliding sleeve 12. The fixed rod 11 is slidably connected to the inside of the sliding sleeve 12. The ends of the fixed rod 11 and the ends of the sliding sleeve 12 are respectively fixedly connected to the connecting block 8 and the side wall of the connecting pipe 2 by welding or bolts. The corresponding positions of the fixed rod 11 and the sliding sleeve 12 are provided with penetrating positioning holes 13, and a positioning rod 14 is movably inserted into the positioning hole 13. By sliding the fixed rod 11, the length of the fixed rod 11 and the sliding sleeve 12 is matched with the spacing between the sleeve 1 and the connecting pipe 2. Thereafter, the positioning rod 14 is inserted into the positioning holes 13 at the corresponding positions of the fixed rod 11 and the sleeve 1 to achieve the adjustment and fixation of the length of the telescopic rod 7. The structure is simple, the operation steps are further simplified, and the convenience of reinforcing the connecting pipe 2 is ensured.

[0026] Preferably, the pipe cap 4 is provided with a plurality of air holes 15. The setting of the air holes 15 can discharge the air therein from the air holes 15 when the liquid level in the connecting pipe 2 rises, thereby avoiding air compression from hindering the rising of the slurry liquid level in the connecting pipe 2 and ensuring the accuracy of the slurry liquid level observation in the sleeve 1.

[0027] Working principle: The utility model is provided with an L-shaped connecting pipe 2 at the overflow hole 3 on the side wall of the sleeve 1. The horizontal part of the L-shaped connecting pipe 2 is connected to the overflow hole 3, so that the slurry to be poured passes through the overflow hole 3 into the interior of the connecting pipe 2 when it is about to be filled. The top of the vertical part of the L-shaped connecting pipe 2 is movably connected with a pipe cap 4. An observation rod 5 that can move up and down relative to the pipe cap 4 is provided on the pipe cap 4. A float 6 is provided at the bottom of the observation rod 5. When the slurry continues to be poured, this structure will drive the float 6 and the observation rod 5 to rise. When the observation rod 5 continues to rise, it indicates that the slurry has not been poured full. Continue pouring until the height of the observation rod 5 no longer rises, indicating that the slurry has been poured full. After the filling is full, the filling can be stopped at this time. The structure is simple and the operation is convenient, so that the timing of full filling can be controlled more accurately, the quality of the filling construction is guaranteed, and the efficiency of the filling construction is further improved; a horizontal telescopic rod 7 is arranged on the L-shaped vertical part of the connecting pipe 2, and a connecting block 8 is provided at one end of the telescopic rod 7, which is connected to the side wall of the sleeve 1. Such a structure uses the telescopic rod 7 to fix the position of the connecting pipe 2 after installation, to prevent the connecting pipe 2 from being separated from the overflow hole 3 under the action of the filling pressure, to ensure the synchronization of the slurry in the connecting pipe 2 and the slurry liquid level in the sleeve 1, and to make the control of the slurry filling situation in the sleeve 1 more accurate.

Claims

1. A device for observing the fullness of grouting inside a sleeve, comprising a connecting pipe (2) connected to the sleeve (1), characterized in that: The connecting pipe (2) is L-shaped, and a slurry overflow hole (3) is provided on the side wall of the sleeve (1). The horizontal part of the L-shaped connecting pipe (2) is connected to the slurry overflow hole (3). The top of the L-shaped vertical part of the connecting pipe (2) is movably connected to a pipe cap (4). An observation rod (5) is provided on the pipe cap (4). The observation rod (5) passes through the pipe cap (4) and can move vertically relative to the pipe cap. A float (6) is provided at the bottom of the observation rod (5). A horizontal telescopic rod (7) is provided on the L-shaped vertical part of the connecting pipe (2). One end of the telescopic rod (7) is provided with a connecting block (8). The connecting block (8) is connected to the side wall of the sleeve (1).

2. The device for observing the grouting fullness inside a sleeve according to claim 1, characterized in that: The connecting block (8) is made of magnetic material, and the connecting block (8) is magnetically attracted to the side wall of the sleeve (1).

3. The device for observing the grouting fullness inside a sleeve according to claim 1, characterized in that: A spring (9) is provided at the bottom of the pipe cap (4), and the bottom of the spring (9) is connected to the float (6).

4. The device for observing the grouting fullness inside a sleeve according to claim 1, characterized in that: A sealing plug (10) is provided between the L-shaped horizontal portion of the connecting pipe (2) and the overflow hole (3).

5. The device for observing the grouting fullness inside a sleeve according to claim 1, characterized in that: The telescopic rod (7) comprises a fixed rod (11) and a sliding sleeve (12); the fixed rod (11) is slidably connected to the interior of the sliding sleeve (12); corresponding positions of the fixed rod (11) and the sliding sleeve (12) are provided with positioning holes (13); a positioning rod (14) is movably inserted into the positioning hole (13).

6. The device for observing the grouting fullness inside a sleeve according to claim 1, characterized in that: The tube cap (4) is provided with a plurality of air holes (15).

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