Dry pore-forming hidden pile perpendicularity linear detection device

Abstract

The utility model relates to the field of building construction, and particularly discloses a dry pore-forming hidden pile perpendicularity linear detection device which comprises a gravity hammer. The plurality of range finders are arranged on the peripheral surface of the gravity hammer; an orifice positioning rule; and the upper end of the test pull rope is detachably connected with the orifice positioning rule, the lower end of the test pull rope is fixedly connected with the gravity hammer, and the test pull rope is electrically connected with the plurality of range finders. According to the scheme, the erection of the orifice positioning rule and the lowering of the test pull rope, the gravity hammer and the plurality of range finders are not easily limited by the aperture size, so that the perpendicularity detection of the formed hole is more convenient, the detection efficiency is high, and the cost is low.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of building construction, especially relate to a dry hole concealed pile perpendicularity linear detection device. BACKGROUND

[0002] Concealed piles are commonly used in engineering, especially in the foundation treatment part. Its main function is to provide a stable foundation support for buildings, ensuring the safety and stability of buildings. In the construction of infrastructure such as airports, bridges, roads, and buildings, concealed piles play a crucial role. It not only provides foundation support for buildings, but also participates in the stability maintenance of the entire engineering structure. In addition, in some special geological conditions, such as soft soil foundation, the use of concealed piles is more common because it can provide better support to ensure the stability of the foundation.

[0003] The perpendicularity linear of the concealed pile can ensure the bearing capacity and stability of the pile foundation. If the perpendicularity deviation of the concealed pile is large, it may lead to a decrease in the bearing capacity of the pile foundation, and even tilting or breaking, thereby affecting the safety and stability of the entire building; affect the construction quality and progress, if the perpendicularity of the concealed pile cannot be effectively controlled during the construction process, it may lead to repeated adjustment and correction during the construction process, increase the construction difficulty and cost, and prolong the construction period; it will also affect the service life and safety of the building, the concealed pile with large perpendicularity deviation is easily affected by external force during use, leading to pile body bending or shearing, thereby affecting the overall structural safety and service life of the building

[0004] At present, the main methods for detecting the perpendicularity linear of dry hole concealed piles in China are manual detection and ultrasonic detection. Manual detection uses a plumb line, which can only be used for large-diameter holes, and requires manual assistance at the bottom of the well. Deep holes have safety risks, and small hole diameters limit personnel access. At the same time, ultrasonic detection equipment is expensive and can be easily blocked in small-diameter construction sites, resulting in poor applicability. UTILITY MODEL CONTENTS

[0005] In view of the deficiencies in the prior art, the utility model provides a dry hole concealed pile perpendicularity linear detection device to solve the problems of environmental limitations and detection costs in manual detection and ultrasonic detection.

[0006] In order to achieve the above purpose, the basic scheme of the utility model is as follows: a dry hole concealed pile perpendicularity linear detection device, comprising:

[0007] A gravity hammer;

[0008] A plurality of range finders are arranged on the surface of the gravity hammer;

[0009] An orifice positioning ruler;

[0010] The test pull rope is detachably connected with the orifice positioning ruler at the upper end, and is fixedly connected with the gravity hammer at the lower end.

[0011] The technical principle of the utility model is as follows: the orifice positioning ruler can provide support for the test pull rope, the gravity hammer and the plurality of distance meters along the hole, and the orifice positioning ruler can make the test pull rope, the gravity hammer and the plurality of distance meters more accurately located at the center of the hole, so that the position of the test pull rope, the gravity hammer and the plurality of distance meters can be more accurately controlled, and the test pull rope, the gravity hammer and the plurality of distance meters can also be conveniently passed through the orifice into the hole, so that the distance between the test pull rope and the inner wall of the hole can be quickly measured by the distance meter, the distance information can be transmitted by the test pull rope to form detection data, and the perpendicularity of the hole can be quickly judged after the plurality of data are combined.

[0012] The erection of the orifice positioning ruler and the lowering of the test pull rope, the gravity hammer and the plurality of distance meters are not limited by the size of the hole, so that the perpendicularity detection of the hole is more convenient, efficient, low in cost.

[0013] Further, the center of the orifice positioning ruler is provided with a clamping hole through which the test pull rope passes.

[0014] Through the above arrangement, the clamping hole can limit the lowering and winding of the test pull rope, so that the lowering detection process of the gravity hammer and the plurality of distance meters is more stable, and the data obtained in the detection process is also more accurate.

[0015] Further, the orifice positioning ruler is a telescopic ruler.

[0016] Through the above arrangement, the orifice positioning ruler can be telescoped, so that it can adapt to holes of different diameters, and the adaptability of the dry hole dark pile perpendicularity linear detection device in use is improved.

[0017] Further, the utility model also includes a hand-cranking reel, the side wall of the hand-cranking reel is fixedly connected or detachably connected with the upper end of the test pull rope, and the hand-cranking reel is installed at the middle part of the orifice positioning ruler.

[0018] Through the above arrangement, the hand-cranking reel can make the unwinding or winding of the test pull rope more stable, and also make the lowering and moving up of the test pull rope, the gravity hammer and the plurality of distance meters more stable.

[0019] Further, the test pull rope is a double-shaft steel wire measuring rope, which comprises:

[0020] A plurality of steel wire measuring ropes;

[0021] A transmission connecting line is located between the plurality of steel wire measuring ropes, a plurality of fixing members are sequentially installed between the transmission connecting line and the plurality of steel wire measuring ropes in the axial direction, and the transmission connecting line is electrically connected with the plurality of distance meters.

[0022] Through the above setting, the steel wire measuring ropes can provide stable tension for the gravity hammer and the range finders, and the transmission connecting line is located between the steel wire measuring ropes, the steel wire measuring ropes can guide and protect the lowering and winding of the transmission connecting line, so that the data obtained by the range finders can be stably transmitted.

[0023] Further, the fixed part is marked with a winding scale.

[0024] Through the above setting, the lowering depth of the gravity hammer and the range finders can be determined by the winding scale marked on the fixed part, so as to control the monitoring position of the gravity hammer and the range finders.

[0025] Further, the clamping hole of the hole positioning ruler is rounded.

[0026] Through the above setting, when the test pull rope slides along the clamping hole, the test pull rope is in smooth contact with the rounded part of the clamping hole, which is less likely to cut the test pull rope.

[0027] Further, the installation frame is horizontally arranged in a cross-shaped structure, the upper side of the installation frame is connected with the steel wire measuring rope, the lower side of the installation frame is sequentially fixed with an X-direction installation shaft and a Y-direction installation shaft from top to bottom, the middle part of the X-direction installation shaft is fixedly connected with the middle part of the Y-direction installation shaft, and the middle part of the installation frame is opposite to the middle part of the X-direction installation shaft; the range finders are coaxially installed on the end of the X-direction installation shaft or the Y-direction installation shaft, and the gravity hammer is fixedly installed on the middle part of the X-direction installation shaft or the Y-direction installation shaft.

[0028] Through the above setting, the installation frame can stably support the installation of the X-direction installation shaft, the Y-direction installation shaft and the gravity hammer, and the gravity hammer can be more stably installed on the X-direction installation shaft and the Y-direction installation shaft, and the range finders are also evenly distributed on the end of the X-direction installation shaft or the Y-direction installation shaft.

[0029] Further, the installation frame is horizontally arranged in a cross-shaped structure, the upper side of the installation frame is connected with the steel wire measuring rope, the lower side of the installation frame is sequentially fixed with an X-direction installation shaft and a Y-direction installation shaft from top to bottom, the middle part of the X-direction installation shaft is fixedly connected with the middle part of the Y-direction installation shaft, and the middle part of the installation frame is opposite to the middle part of the X-direction installation shaft; the range finders are coaxially installed on the end of the X-direction installation shaft or the Y-direction installation shaft, and the gravity hammer is fixedly installed on the middle part of the X-direction installation shaft or the Y-direction installation shaft.

[0030] Through the above setting, the installation frame can stably support the installation of the X-direction installation shaft, the Y-direction installation shaft and the gravity hammer, and the gravity hammer can be more stably installed on the X-direction installation shaft and the Y-direction installation shaft, and the range finders are also evenly distributed on the end of the X-direction installation shaft or the Y-direction installation shaft.

[0031] Further, the middle part of the inner bottom of the shell is fixedly provided with a magnet which can attract the gravity hammer.

[0032] Through the above setting, when the gravity hammer moves downward, the magnetic attraction of the magnet acts on the gravity hammer, which improves the stability of the overall downward movement of the gravity hammer, the four range finders and the installation frame, and improves the efficiency of the range finders during detection. BRIEF DESCRIPTION OF DRAWINGS

[0033] Figure 1 It is the structure schematic view of the dry hole pile verticality linear detection device in the embodiment of the utility model in the use of the downward direction.

[0034] Figure 2 It is the structure schematic view of the dry hole pile verticality linear detection device in the embodiment of the utility model in the use of the side direction.

[0035] Figure 3 It is the structure schematic view of the dry hole pile verticality linear detection device in the embodiment of the utility model in the use of the downward direction. Figure 1 The enlarged view of gravity hammer and range finder.

[0036] Figure 4 It is the structure schematic view of the dry hole pile verticality linear detection device in the embodiment of the utility model in the use of the downward direction. Figure 2 The enlarged view of gravity hammer and range.

[0037] Figure 5 It is the structure schematic view of the dry hole pile verticality linear detection device in the embodiment of the utility model in the use of the downward direction.

[0038] In the above drawing: orifice positioning ruler 10, gravity hammer 20, range finder 30, hand crank reel 40, force handle 401, mounting frame 50, X direction mounting shaft 501, Y direction mounting shaft 502, shell 60, test pull rope 70, steel wire measuring rope 701, transmission connecting line 702, fixed part 703, magnet 80, hole 90. Specific implementation

[0039] The technical scheme in the utility model is further explained below in combination with the drawings and embodiments.

[0040] The embodiment is basically as shown in Figure 1 、 Figure 2 、 Figure 3 、 Figure 4 and Figure 5 , the utility model embodiment proposes a dry hole pile verticality linear detection device, including gravity hammer 20, four range finders 30, orifice positioning ruler 10, hand crank reel 40, mounting frame 50, shell 60 and test pull rope 70, orifice positioning ruler 10 is telescopic ruler, and the both ends of orifice positioning ruler 10 are telescopic and can be with the upper surface of orifice.

[0041] As Figure 1 and Figure 5As shown, the test pull rope 70 is a biaxial steel wire measuring rope 701, which includes two steel wire measuring ropes 701 and a transmission connecting line 702 between the two steel wire measuring ropes 701, and a plurality of fixing members 703 are sequentially arranged between the transmission connecting line 702 and the two steel wire measuring ropes 701 in the axial direction, the transmission connecting line 702 is electrically connected with the plurality of distance meters 30, and the fixing members 703 are sequentially marked with unwinding scales; at the same time, the center of the orifice positioning ruler 10 is provided with a clamping orifice for the test pull rope 70 to pass through, the clamping orifice of the orifice positioning ruler 10 is rounded relative to the surface of the orifice positioning ruler 10, the transmission connecting line 702 and the steel wire measuring rope 701 are in sliding contact with the clamping orifice, and the transmission connecting line 702 is electrically connected with the four distance meters 30 respectively.

[0042] As shown in Figure 4 The mounting frame 50 is in a horizontal cross-shaped structure, the upper side of the mounting frame 50 is fixedly connected with the steel wire measuring rope 701, the lower side of the mounting frame 50 is sequentially fixedly installed with an X-direction mounting shaft 501 and a Y-direction mounting shaft 502 from top to bottom, the middle part of the X-direction mounting shaft 501 is fixedly connected with the middle part of the Y-direction mounting shaft 502, and the middle part of the mounting frame 50 is opposite to the middle part of the X-direction mounting shaft 501; the four distance meters 30 are coaxially installed on the end parts of the X-direction mounting shaft 501 and the Y-direction mounting shaft 502 respectively, the gravity hammer 20 is in an inverted four-pyramid shape, and the gravity hammer 20 is fixedly installed on the middle part of the X-direction mounting shaft 501 or the Y-direction mounting shaft 502; the shell 60 is wrapped outside the gravity hammer 20, and the shell 60 is installed on the middle part of the X-direction mounting shaft 501 or the Y-direction mounting shaft 502, and the middle part of the inner bottom of the shell 60 is fixedly provided with a magnet 80 which can be attracted to the gravity hammer 20.

[0043] In addition, the side wall of the hand-cranking reel 40 is fixedly or detachably connected with the upper end of the test pull rope 70, the hand-cranking reel 40 is installed at the middle part of the orifice positioning ruler 10 and opposite to the clamping orifice; the left end of the hand-cranking reel 40 is provided with a force applying handle 401.

[0044] In use, the linear detection device for verticality of dry hole post first controls the expansion of the two ends of the orifice positioning ruler 10 according to the diameter of the orifice, so that the clamping orifice on the orifice positioning ruler 10 is located at the center of the orifice, and the gravity hammer 20 is located at the center of the lower surface of the orifice positioning ruler 10; then, the force applying handle 401 is rotated to unwind the test pull rope 70, at this time, the test pull rope 70 pulls the gravity hammer 20, the four distance meters 30 and the mounting frame 50 to move downward along the circumference of the hole 90, and the unwinding scales marked on the fixing members 703 can be used to determine the lowering depth of the gravity hammer 20, the four distance meters 30 and the mounting frame 50 in this process, so as to control the monitoring position of the gravity hammer 20, the four distance meters 30 and the mounting frame 50.

[0045] In the process of lowering the gravity hammer 20, the four range finders 30 and the mounting frame 50, the four range finders 30 are positioned opposite the inner wall of the hole 90 under the support of the X-direction mounting shaft 501 and the Y-direction mounting shaft 502, at this time, the four range finders 30 can more evenly obtain the relative distance from the inner wall of the hole 90, the gravity hammer 20 can rotate relative to the test pull rope 70, and then the four range finders 30 can sequentially obtain the distance data of the inner wall of the hole 90 to form the profile data of the inner wall of the hole 90; when the gravity hammer 20, the four range finders 30 and the mounting frame 50 are sequentially lowered, the profile data of the inner wall of the hole 90 is spliced into a columnar profile, and then the perpendicularity of the hole 90 can be judged.

[0046] When the perpendicularity of the hole 90 is obtained, the force applying handle 401 is rotated, the test pull rope 70 is wound, and the gravity hammer 20, the four range finders 30 and the mounting frame 50 are stretched upward for recovery.

[0047] In the above process, the two steel wire measuring ropes 701 serve as the main part of the tension bearing, can provide stable tension for the gravity hammer 20, the four range finders 30 and the mounting frame 50, and can simultaneously guide and protect the lowering and winding of the transmission connecting line 702, so that the data obtained by the range finder 30 can be stably transmitted.

[0048] When the aperture positioning ruler 10 is stretched, it can adapt to holes 90 of different diameters, can improve the adaptability of the whole dry hole hidden pile perpendicularity linear detection device in use, and can facilitate setting through the scale on the aperture positioning ruler 10. When the aperture positioning ruler 10 is placed at the end surface of the hole 90, the clamping aperture of the aperture positioning ruler 10 is more easily aligned with the center of the aperture, improving the convenience of the dry hole hidden pile perpendicularity linear detection device in use.

[0049] When the gravity hammer 20, the four range finders 30 and the mounting frame 50 are lowered, the shell 60 wraps the gravity hammer 20, can protect the gravity hammer 20, and because the bottom of the shell 60 is provided with a magnet 80, the magnet 80 can be attracted to the gravity hammer 20. When the gravity hammer 20 is lowered, the attractive force of the magnet 80 acts on the gravity hammer 20, improving the stability of the gravity hammer 20, the four range finders 30 and the mounting frame 50 when they are lowered as a whole, and improving the efficiency of the four range finders 30 when they are detected.

[0050] Finally, it should be pointed out that the above embodiments are only used to illustrate the technical solutions of the present application and are not limiting. Although the present application has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present application can be modified or replaced equivalently without departing from the purpose and scope of the present application, and all should be covered in the scope of the claims of the present application.

Claims

1. A device for detecting the verticality of a dry hole pile, characterized in that, The utility model relates to a gravity hammer, a plurality of range finders arranged on the surface of the gravity hammer, an orifice positioning ruler, a test pull rope, and a hand-cranking reel. The orifice positioning ruler is provided with a clamping orifice in the center for the test pull rope to pass through. The orifice positioning ruler is a telescopic ruler. The hand-cranking reel is fixedly or detachably connected to the upper end of the test pull rope. The test pull rope is a double-shaft steel wire measuring rope.

2. A linear detection device for the perpendicularity of dry-punched socketed piles according to claim 1, characterized in that, The double-shaft steel wire measuring rope comprises a plurality of steel wire measuring ropes and a transmission connecting line.

3. A linear detection device for the perpendicularity of dry-punched socketed piles according to claim 2, characterized in that, The transmission connecting line is arranged between the plurality of steel wire measuring ropes.

4. A linear detection device for the perpendicularity of dry-punched socketed piles according to claim 3, characterized in that, The fixed parts are sequentially arranged between the transmission connecting line and the plurality of steel wire measuring ropes in the axial direction.

5. A verticality linear detection device for dry-punched socketed vertical piles according to claim 4, characterized in that, The fixed parts are sequentially marked with unwinding scales. The clamping orifice of the orifice positioning ruler is rounded. The utility model further comprises a mounting rack in the shape of a horizontally arranged cross.

6. A linear detection device for the perpendicularity of dry-punched socketed piles according to claim 5, characterized in that, The upper side of the mounting rack is connected to the steel wire measuring rope.

7. A verticality linear detection device for dry-punched socketed vertical piles according to claim 6, characterized in that, The lower side of the mounting rack is sequentially fixedly provided with an X-direction mounting shaft and a Y-direction mounting shaft from top to bottom.

8. A device for detecting the straightness of a dry-pouring socket verticality according to any one of claims 5-7, characterized in that, The middle part of the X-direction mounting shaft is fixedly connected to the middle part of the Y-direction mounting shaft.

9. A verticality linear detection device for dry-punched socketed vertical piles according to claim 8, characterized in that, The middle part of the mounting rack is opposite to the middle part of the X-direction mounting shaft.

10. A verticality linear detection device for dry-punched socketed vertical piles according to claim 9, characterized in that, The plurality of range finders are coaxially arranged on the end of the X-direction mounting shaft or the Y-direction mounting shaft. The gravity hammer is fixedly arranged on the middle part of the X-direction mounting shaft or the Y-direction mounting shaft. The utility model further comprises a shell wrapped outside the gravity hammer. The shell is arranged on the middle part of the X-direction mounting shaft or the Y-direction mounting shaft. A magnet is fixedly arranged on the middle part of the inner bottom of the shell to attract the gravity hammer.

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