A kind of deep foundation pit inclinometer tube fixing anti-blocking protection device

Abstract

The utility model discloses a kind of deep foundation pit inclinometer pipe fixing anti-blocking protection devices, including direction fixed mechanism, pipe bottom anti-blocking mechanism, pipe opening protection mechanism, direction fixed mechanism includes left half circle sleeve pipe and right half circle sleeve pipe, left half circle sleeve pipe and right half circle sleeve pipe are symmetrically distributed in the splicing node outer wall of adjacent two inclinometer pipes, and left half circle sleeve pipe and right half circle sleeve pipe are mutually connected, pipe bottom anti-blocking mechanism includes anti-blocking cover and anti-blocking sleeve pipe, anti-blocking cover is blocked in the pipe bottom mouth of inclinometer pipe, anti-blocking sleeve pipe is located above anti-blocking cover, and is set in the outer wall of inclinometer pipe, and anti-blocking cover and anti-blocking sleeve pipe are mutually connected between, pipe opening protection mechanism includes protection cover and protection sleeve pipe, protection cover is blocked in the pipe top mouth of inclinometer pipe, protection sleeve pipe is located below protection cover, and is set in the outer wall of inclinometer pipe, and protection cover and the protection sleeve pipe are mutually connected between. The utility model can improve monitoring accuracy, improve inclinometer pipe survival rate, simple structure, easy to install, can be reused.

Description

Technical Field

[0001] This utility model relates to the field of inclinometer technology, specifically a device for fixing and preventing blockage of inclinometers in deep foundation pits. Background Technology

[0002] Currently, during the construction of deep foundation pit retaining structures, inclinometer tubes need to be pre-embedded before the reinforcing cage is placed in the trench to facilitate the observation of deep horizontal displacement of the retaining structure during excavation. The common installation method for inclinometer tubes is to use joints, where a new inclinometer tube is inserted into an external joint, and then the two ends are fixed with self-tapping screws. This method is continued until the designed length is reached, and the inclinometer tube is then secured to the reinforcing cage with cable ties. This installation method has several drawbacks: the inclinometer grooves are not perpendicular to the direction of the foundation pit; drilling with self-tapping screws can easily damage the tube; and there is a lack of necessary anti-clogging measures, allowing mud to easily enter through the bottom of the tube and the joints between tube sections, thus clogging the inclinometer tube. Furthermore, the inclinometer tube's internal grooves are not perpendicular to the direction of the foundation pit, leading to measurement errors and reduced monitoring accuracy. Additionally, the inclinometer tube is easily damaged during pile head removal. Utility Model Content

[0003] The purpose of this invention is to overcome the shortcomings of the prior art and provide a deep foundation pit inclinometer fixing and anti-blocking protection device that can improve monitoring accuracy, increase the survival rate of inclinometer tubes, has a simple structure, is easy to install, and is reusable.

[0004] This utility model is achieved through the following technical solution: a deep foundation pit inclinometer tube fixing and anti-blocking protection device, including a direction fixing mechanism, a tube bottom anti-blocking mechanism, and a tube opening protection mechanism; The direction fixing mechanism includes a left semicircular sleeve and a right semicircular sleeve. The left semicircular sleeve and the right semicircular sleeve are symmetrically distributed on the outer wall of the splicing node of two adjacent inclinometer tubes, and the left semicircular sleeve and the right semicircular sleeve are connected to each other. The anti-blocking mechanism at the bottom of the pipe includes an anti-blocking cover and an anti-blocking sleeve. The anti-blocking cover is sealed at the bottom of the inclinometer tube, and the anti-blocking sleeve is located above the anti-blocking cover and is sleeved on the outer wall of the inclinometer tube. The anti-blocking cover and the anti-blocking sleeve are connected to each other. The pipe opening protection mechanism includes a protective cover and a protective sleeve. The protective cover is sealed at the top opening of the inclinometer tube, and the protective sleeve is located below the protective cover and is fitted onto the outer wall of the inclinometer tube. The protective cover and the protective sleeve are connected to each other.

[0005] Furthermore, it also includes an anti-disturbance structure, which consists of two semi-circular shock-absorbing foams. The two shock-absorbing foams are disposed on the outer wall of the inclinometer tube and located below the tube opening protection mechanism.

[0006] Furthermore, the inner walls of the left semicircular sleeve and the right semicircular sleeve are respectively provided with limiting grooves along their length direction, and the limiting grooves are adapted to the protrusions on the outer wall surface of the inclinometer tube.

[0007] Furthermore, the anti-clogging sleeve is composed of two symmetrical semicircular tubes, which are assembled by a fixing ring fitted on their outer wall.

[0008] Furthermore, the inner walls of the left semicircular sleeve and the right semicircular sleeve are respectively provided with a first waterproof gasket.

[0009] Furthermore, the anti-clogging cover has a U-shaped cross-section, and a second waterproof gasket is provided on the inner wall of the anti-clogging cover.

[0010] Furthermore, the protective cover has a U-shaped cross-section, and a third waterproof gasket is provided on the inner wall of the protective cover.

[0011] Furthermore, the inner walls of the two shock-absorbing foams are respectively glued to the outer wall of the inclinometer tube, and the two shock-absorbing foams are fixed to the inclinometer tube by binding the outer walls of the two shock-absorbing foams with cable ties.

[0012] Furthermore: a left connecting block is provided on the outer wall of the left semicircular sleeve, and a right connecting block is provided on the outer wall of the right semicircular sleeve. The left connecting block and the right connecting block are fixed together by a first bolt.

[0013] Furthermore: an upper connecting block is provided on the outer wall of the anti-blocking sleeve, and a lower connecting block is provided on the outer wall of the anti-blocking cover; the upper connecting block and the lower connecting block are fixed together by a second bolt.

[0014] Compared with the prior art, the present invention has the following beneficial effects: 1. By setting limiting grooves that match the protrusions on the outer wall of the inclinometer tube along the length of the left and right semicircular sleeves, the left and right semicircular sleeves are installed on two adjacent inclinometer tube sections. At the same time, the protrusions on the outer wall of the inclinometer tube are locked in the limiting grooves of the left and right semicircular sleeves. Through the interaction between the protrusions and the limiting grooves, the inclinometer tube is prevented from twisting or rotating when entering the trench, ensuring that the inclinometer tube is perpendicular to the direction of the foundation pit, accurately measuring the inclinometer deformation of the foundation pit, thereby improving the monitoring accuracy.

[0015] 2. By sealing the bottom of the inclinometer tube with a tube bottom anti-blocking mechanism and sealing the tube sections with a direction fixing mechanism, mud can be effectively prevented from entering the inclinometer tube through gaps and causing blockage, thereby reducing the difficulty of monitoring and improving the accuracy of monitoring.

[0016] 3. The inclinometer pipe opening is protected by a pipe opening protection mechanism, and an anti-disturbance structure is set up to facilitate construction personnel in identifying the location of the inclinometer pipe, prevent damage to the inclinometer pipe by construction machinery during pile head breaking, and improve the survival rate of the inclinometer pipe. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the structure of this utility model; Figure 2 This is a schematic diagram of the direction fixing mechanism of this utility model; Figure 3 This is a schematic diagram of the pipe bottom anti-blocking mechanism of this utility model; Figure 4 This is a schematic diagram of the pipe opening protection mechanism of this utility model.

[0018] Explanation of reference numerals in the attached drawings: 1-Directional fixing mechanism, 2-Pipe bottom anti-blocking mechanism, 3-Pipe opening protection mechanism, 4-Left semi-circular sleeve, 5-Right semi-circular sleeve, 6-Anti-blocking cover, 7-Anti-blocking sleeve, 8-Protective cover, 9-Protective sleeve, 10-Anti-disturbance structure, 11-Shock-absorbing foam, 12-Limiting groove, 13-Protrusion, 14-Fixing ring, 15-First waterproof pad, 16-Second waterproof pad, 17-Third waterproof pad, 18-Cable tie, 19-Left connecting block, 20-Right connecting block, 21-First bolt, 22-Upper connecting block, 23-Lower connecting block, 24-Second bolt, 25-Upper mounting block, 26-Lower mounting block, 27-Third bolt, 28-Inclinometer tube. Detailed Implementation

[0019] Figures 1 to 4 The schematic diagram of an embodiment of a deep foundation pit inclinometer tube fixing and anti-blocking protection device provided by this utility model includes a direction fixing mechanism 1, a tube bottom anti-blocking mechanism 2, and a tube opening protection mechanism 3.

[0020] The direction fixing mechanism 1 includes a left semicircular sleeve 4 and a right semicircular sleeve 5. The left semicircular sleeve 4 and the right semicircular sleeve 5 are symmetrically distributed on the outer wall of the splicing node of two adjacent inclinometer tubes 28, and the left semicircular sleeve 4 and the right semicircular sleeve 5 are connected to each other.

[0021] The pipe bottom anti-blocking mechanism 2 includes an anti-blocking cover 6 and an anti-blocking sleeve 7. The anti-blocking cover 6 is sealed at the bottom opening of the inclinometer tube 28, and the anti-blocking sleeve 7 is located above the anti-blocking cover 6 and is sleeved on the outer wall of the inclinometer tube 28. The anti-blocking cover 6 and the anti-blocking sleeve 7 are connected to each other.

[0022] The pipe opening protection mechanism 3 includes a protective cover 8 and a protective sleeve 9. The protective cover 8 is sealed at the top opening of the inclinometer tube 28, and the protective sleeve 9 is located below the protective cover 8 and is fitted onto the outer wall of the inclinometer tube 28. The protective cover 8 and the protective sleeve 9 are connected to each other.

[0023] It also includes an anti-disturbance structure 10, which consists of two semi-circular shock-absorbing foams 11. The two shock-absorbing foams 11 are disposed on the outer wall of the inclinometer tube 28 and located below the tube opening protection mechanism 3.

[0024] The inner walls of the left semicircular sleeve 4 and the right semicircular sleeve 5 are respectively provided with limiting grooves 12 along their length direction. The limiting grooves 12 are adapted to the protrusions 13 on the outer wall surface of the inclinometer tube 28.

[0025] The anti-clogging sleeve 7 consists of two symmetrical semicircular tubes, which are assembled by a fixing ring 14 fitted onto its outer wall.

[0026] The inner walls of the left semicircular sleeve 4 and the right semicircular sleeve 5 are respectively provided with a first waterproof gasket 15.

[0027] The anti-blocking cover 6 has a U-shaped cross section, and a second waterproof gasket 16 is provided on the inner wall of the anti-blocking cover 6.

[0028] The protective cover 8 has a U-shaped cross-section, and a third waterproof gasket 17 is provided on the inner wall of the protective cover 8.

[0029] The inner walls of the two shock-absorbing foams 11 are glued to the outer wall of the inclinometer tube 28, and the two shock-absorbing foams 11 are fixed to the inclinometer tube 28 by binding the outer walls of the two shock-absorbing foams 11 with cable ties 18.

[0030] A left connecting block 19 is provided on the outer wall of the left semicircular sleeve 4, and a right connecting block 20 is provided on the outer wall of the right semicircular sleeve 5. The left connecting block 19 and the right connecting block 20 are fixed together by the first bolt 21.

[0031] An upper connecting block 22 is provided on the outer wall of the anti-blocking sleeve 7, and a lower connecting block 23 is provided on the outer wall of the anti-blocking cover 6. The upper connecting block 22 and the lower connecting block 23 are fixed together by a second bolt 24.

[0032] The outer wall of the protective cover 8 is provided with an upper mounting block 25, and the outer wall of the protective sleeve 9 is provided with a lower mounting block 26. The upper mounting block 25 and the lower mounting block 26 are fixed by a third bolt 27.

[0033] The installation steps for the anti-clogging and protective device for the inclinometer tube in this deep foundation pit are as follows: S1. Place the left semicircular sleeve 4 and the right semicircular sleeve 5 on the outer wall of the splicing node of the two adjacent inclinometer tubes 28 respectively, and make the protrusion 13 on the outer wall surface of the inclinometer tube 28 fit into the limiting groove 12 on the inner wall of the left semicircular sleeve 4 and the right semicircular sleeve 5.

[0034] S2. Use the first bolt 21 to fasten the left connecting block 19 and the right connecting block 20 to achieve a quick connection of the inclinometer tube 28 section.

[0035] S3. Install the anti-blocking sleeve 7 and the anti-blocking cover 6 at the bottom of the inclinometer tube 28, and use the second bolt 24 to fasten the upper connecting block 22 and the lower connecting block 23, thereby fixing the anti-blocking sleeve 7 and the anti-blocking cover 6 to each other. By squeezing the second waterproof gasket 16 inside the anti-blocking cover 6, the bottom of the inclinometer tube 28 is quickly blocked.

[0036] S4. Install the protective sleeve 9 and the protective cover 8 on the top of the inclinometer tube 28, and use the third bolt 27 to fasten the upper mounting block 25 and the lower mounting block 26, thereby fixing the protective sleeve 9 and the protective cover 8 to each other. By squeezing the third waterproof pad 17 inside the protective cover 8, the top of the inclinometer tube 28 is quickly protected.

[0037] S5. Place a semi-circular shock-absorbing foam 11 close to the lower part of the pipe opening protection mechanism 3. The shock-absorbing foam 11 is glued to the inclinometer tube 28 and fixed to the inclinometer tube 28 with cable ties 18 before proceeding with the lowering of the steel cage and concrete construction.

[0038] S6. During the process of breaking the pile head, when the shock-absorbing foam 11 is found during construction, the construction personnel should carefully clean the concrete around the shock-absorbing foam 11 and remove the foam attached to the inclinometer tube 28 to facilitate the subsequent pouring of the cap beam.

[0039] The above detailed description is a specific description of a feasible embodiment of the present utility model. This embodiment is not intended to limit the patent scope of the present utility model. All equivalent implementations or modifications that do not depart from the present utility model should be included in the patent scope of this case.

Claims

1. A device for fixing and preventing blockage of inclinometer tubes in deep foundation pits, characterized in that: Includes a directional fixing mechanism, a pipe bottom anti-blocking mechanism, and a pipe opening protection mechanism; The direction fixing mechanism includes a left semicircular sleeve and a right semicircular sleeve. The left semicircular sleeve and the right semicircular sleeve are symmetrically distributed on the outer wall of the splicing node of two adjacent inclinometer tubes, and the left semicircular sleeve and the right semicircular sleeve are connected to each other. The anti-blocking mechanism at the bottom of the pipe includes an anti-blocking cover and an anti-blocking sleeve. The anti-blocking cover is sealed at the bottom of the inclinometer tube, and the anti-blocking sleeve is located above the anti-blocking cover and is sleeved on the outer wall of the inclinometer tube. The anti-blocking cover and the anti-blocking sleeve are connected to each other. The pipe opening protection mechanism includes a protective cover and a protective sleeve. The protective cover is sealed at the top opening of the inclinometer tube, and the protective sleeve is located below the protective cover and is fitted onto the outer wall of the inclinometer tube. The protective cover and the protective sleeve are connected to each other.

2. The anti-blocking and protective device for fixing inclinometer tubes in deep foundation pits according to claim 1, characterized in that: It also includes an anti-disturbance structure, which consists of two semi-circular shock-absorbing foams. The two shock-absorbing foams are disposed on the outer wall of the inclinometer tube and located below the tube opening protection mechanism.

3. The anti-blocking and protective device for fixing inclinometer tubes in deep foundation pits according to claim 1, characterized in that: The inner walls of the left and right semicircular sleeves are respectively provided with limiting grooves along their length, and the limiting grooves are adapted to the protrusions on the outer wall surface of the inclinometer tube.

4. The anti-blocking and protective device for fixing inclinometer tubes in deep foundation pits according to claim 1, characterized in that: The anti-clogging sleeve consists of two symmetrical semicircular tubes, which are assembled by a fixing ring fitted onto their outer wall.

5. The anti-blocking and protective device for fixing inclinometer tubes in deep foundation pits according to claim 1, characterized in that: The inner walls of the left semicircular sleeve and the right semicircular sleeve are respectively provided with a first waterproof gasket.

6. The anti-blocking and protective device for fixing inclinometer tubes in deep foundation pits according to claim 1, characterized in that: The anti-clogging cover has a U-shaped cross-section, and a second waterproof gasket is provided on the inner wall of the anti-clogging cover.

7. The anti-blocking and protective device for fixing inclinometer tubes in deep foundation pits according to claim 1, characterized in that: The protective cover has a U-shaped cross-section, and a third waterproof gasket is provided on the inner wall of the protective cover.

8. The anti-blocking and protective device for fixing inclinometer tubes in deep foundation pits according to claim 2, characterized in that: The inner walls of the two shock-absorbing foams are respectively glued to the outer wall of the inclinometer tube, and the two shock-absorbing foams are fixed to the inclinometer tube by binding the outer walls of the two shock-absorbing foams with cable ties.

9. The anti-blocking and protective device for fixing inclinometer tubes in deep foundation pits according to claim 3, characterized in that: A left connecting block is provided on the outer wall of the left semicircular sleeve, and a right connecting block is provided on the outer wall of the right semicircular sleeve. The left connecting block and the right connecting block are fixed together by a first bolt.

10. The anti-blocking and protective device for fixing inclinometer tubes in deep foundation pits according to claim 4, characterized in that: The outer wall of the anti-clogging sleeve is provided with an upper connecting block, and the outer wall of the anti-clogging cover is provided with a lower connecting block. The upper connecting block and the lower connecting block are fixed together by a second bolt.

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