Site survey device for architectural design

Abstract

The utility model discloses an on-site survey device for architectural design, which belongs to the technical field of on-site survey and comprises two opposite supporting rods, first sliding rails are detachably connected to the outer walls of the supporting rods on the two sides, a center penetrating hammer capable of moving up and down is mounted on the first sliding rails, and limiting columns are connected to the two sides of the outer wall of the center penetrating hammer. Second sliding rails are detachably connected to the outer walls, located below the first sliding rails, of the supporting rods on the two sides, limiting plates are connected to the two sides of the interior of each second sliding rail, the falling distance of the center penetrating hammer can be limited through the arranged limiting plates, and then the depth of the center penetrating hammer inserted into soil can be accurately controlled; through rotation of the friction wheel, the piercing hammer does not need to be manually hammered on the ground, so that manpower can be saved, exploration work can still be completed when the device faces an area with hard soil texture, and through detachable design, the device can be disassembled in a portable mode and is more convenient to carry.

Description

Technical Field

[0001] The utility model belongs to the technical field of on-site survey, and in particular relates to an on-site survey device for architectural design. Background Art

[0002] The construction site refers to the construction site where industrial and civil projects such as housing construction, civil engineering, equipment installation, pipeline laying and other construction activities are carried out, the construction site occupied with approval and the place where people carry out safe production, civilized work and construction, including all areas on land, sea and air where construction work can be carried out. The project manager is fully responsible for the on-site management of the construction process, and should establish the construction site management responsibilities and organize their implementation according to the scale of the project, the technical complexity and the specific conditions of the construction site.

[0003] When building design is being constructed on site, a variety of instruments are often needed to survey the actual conditions on site. The penetration tester is mainly used to detect the bearing capacity of the foundation. It consists of a probe, a penetration rod and a penetration hammer.

[0004] At present, the prior art, authorization announcement number CN217078886U discloses a field survey device for architectural design, which is provided with a wooden sleeve, a blocking plate and an iron scale rod, and the magnetic ring on the wooden sleeve is used to make it adsorb and limit with the scale rod. Compared with the prior art, after the core hammer rises, the wooden sleeve and the blocking plate will stop at the descending position of the core hammer due to the adsorption effect of the magnetic ring, so that it is convenient for the staff to record the descending height and assist the subsequent lifting height. In addition, the wooden sleeve separates the core hammer and the magnetic ring, so that the magnetic ring will not be adsorbed by the iron core hammer. By providing a threaded sleeve, a bottom sleeve and a threaded rod, the threaded limiting effect of the threaded sleeve and the threaded rod is used, so that the staff can replace the ground plug according to different ground surfaces, avoid the staff carrying too many types of scale rods, reduce the difficulty of operation for the staff, and make the device more humane.

[0005] The above-mentioned prior art also has the following defects: when the core-piercing hammer hits the ground, it is impossible to determine the depth of the core-piercing hammer inserted into the soil, and thus it is impossible to survey the depth that needs to be detected. Utility Model Content

[0006] The purpose of this section is to summarize some aspects of the embodiments of the utility model and briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section and the specification abstract and utility model name of this application to avoid blurring the purpose of this section, specification abstract and utility model name, and such simplifications or omissions cannot be used to limit the scope of the utility model.

[0007] To solve the above problems, the utility model adopts the following technical solutions.

[0008] A field survey device for architectural design comprises two opposing support rods, wherein the outer walls of the support rods on both sides are detachably connected to a first sliding track, a core hammer capable of moving up and down is installed on the first sliding track, and limiting columns are connected to the outer walls of the core hammer on both sides, and the outer walls of the support rods on both sides below the first sliding track are detachably connected to a second sliding track, and limiting plates are connected to both sides of the interior of the second sliding track, and the core hammer moves downward so that the limiting columns contact the limiting plates on both sides, thereby limiting the downward movement distance of the core hammer.

[0009] Preferably, second pins are inserted into the outer walls on both sides of the first sliding track, and the outer walls of the support rods on both sides are provided with multiple limiting holes. The second pins on both sides are inserted into the interior of the support rods on both sides. The second pins on both sides are pulled out, and the first sliding track moves along the outer walls of the support rods on both sides. The second pins on both sides are inserted to limit the height of the first sliding track.

[0010] Preferably, third pins are inserted into the outer walls on both sides of the second sliding rail, and the third pins on both sides are inserted into the inside of the limiting holes on both sides. Pulling out the third pins allows the second sliding rail to adjust its height upward or downward along the support rods on both sides, and inserting the third pins on both sides fixes the height of the second sliding rail.

[0011] Preferably, the outer wall of the first sliding track is slidably connected to a sliding frame with both ends passing through it, the interior of the sliding frame is connected to an insertion block, the insertion block is inserted into the interior of the first sliding track, the upper end of the sliding frame is provided with a through hole, the core hammer is inserted into the inside of the through hole, the outer wall of the sliding frame is threadedly connected to a first pin shaft, loosening the first pin shaft allows the sliding frame to drive the core hammer to move on the outer wall of the first sliding track, and tightening the first pin shaft fixes the position of the sliding frame.

[0012] Preferably, a mounting base is installed on the upper end of the sliding frame, a driving motor is installed on the upper end of the mounting base, a friction wheel is connected to the rotating end of the driving motor, an inner concave surface is provided on the outer wall of the friction wheel, and the inner concave surface is fitted with the outer wall of the core hammer. The rotation of the driving motor drives the friction wheel to rotate, and then the core hammer moves upward or downward through friction.

[0013] Preferably, a connecting plate is installed at the upper end of the limiting column, and a fastening bolt threadedly connected to the core hammer and the connecting plate is installed at the upper end of the connecting plate. Handles are connected to both sides of the outer wall of the connecting plate, and the core hammer can be moved upward or downward by holding the handles on both sides.

[0014] Preferably, limit plates are installed on the tops of the support rods on both sides, and support seats are connected to the bottoms of the support rods on both sides.

[0015] Compared with the prior art, the beneficial effects of the utility model are:

[0016] The limit plate provided can limit the falling distance of the core hammer, so that the depth of insertion into the soil can be accurately controlled. The rotation of the friction wheel can make it possible for the core hammer to not need to be manually pounded on the ground, thereby saving manpower and still being able to complete the exploration work in areas with harder soil. The detachable design allows the device to be disassembled when carried, making it easier to carry. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 This is a schematic diagram of the structure of a field survey device for building design in the utility model;

[0018] Figure 2 This is a schematic diagram of the core-piercing hammer structure in the utility model;

[0019] Figure 3 This is a schematic diagram of the first sliding track structure in the utility model;

[0020] Figure 4 This is a schematic diagram of the second sliding track structure in the utility model;

[0021] Figure 5 This is a schematic diagram of the friction wheel structure of the utility model.

[0022] The corresponding relationship between the illustrations and component names in the figure is as follows:

[0023] 100, hammer; 101, limit column; 102, connecting plate; 103, handle; 104, fastening bolt;

[0024] 200, first sliding track; 201, sliding frame; 202, perforation; 203, first pin shaft; 204, support rod; 205, limiting hole; 206, support seat; 207, limiting plate; 208, second pin shaft; 209, plug block;

[0025] 300, second sliding track; 301, third pin shaft; 302, limit plate;

[0026] 400, friction wheel; 401, driving motor; 402, mounting base. DETAILED DESCRIPTION

[0027] In order to make the above-mentioned purposes, features and advantages of the present invention more obvious and easy to understand, the specific implementation methods of the present invention are described in detail below in conjunction with the accompanying drawings.

[0028] In the following description, many specific details are set forth to facilitate a full understanding of the present invention, but the present invention may also be implemented in other ways different from those described herein, and those skilled in the art may make similar generalizations without violating the connotation of the present invention. Therefore, the present invention is not limited to the specific embodiments disclosed below.

[0029] Secondly, the term "one embodiment" or "embodiment" as used herein refers to a specific feature, structure or characteristic that may be included in at least one implementation of the present invention. The term "in one embodiment" that appears in different places in this specification does not refer to the same embodiment, nor is it a separate or selective embodiment that is mutually exclusive with other embodiments. The present invention provides the following embodiments.

[0030] like Figure 1 As shown, it is a structural schematic diagram of a field survey device for architectural design according to a preferred embodiment of the utility model. The field survey device for architectural design in this embodiment includes a core hammer 100, and a first sliding track 200 is plugged into the outside of the core hammer 100. A friction wheel 400 is installed on the first sliding track 200, and the friction wheel 400 contacts the outer wall of the core hammer 100. A second sliding track 300 is arranged at the bottom of the first sliding track 200, and the second sliding track 300 limits the descending height of the core hammer 100. In this embodiment, the core hammer 100 slides laterally on the outer wall of the first sliding track 200 to adjust the position of the core hammer 100 inserted into the soil. The rotation of the friction wheel 400 can accelerate the falling speed of the core hammer 100, thereby saving manpower to insert the core hammer 100 into the soil.

[0031] like Figure 2 As shown, it is a schematic diagram of the core piercing hammer structure in this embodiment. Limiting columns 101 are fixedly connected to both sides of the outer wall of the core piercing hammer 100. A connecting disk 102 is provided at the upper end of the core piercing hammer 100. A fastening bolt 104 connecting the connecting disk 102 and the core piercing hammer 100 is provided on the top of the connecting disk 102. Handles 103 are fixedly connected to the outer walls on both sides of the connecting disk 102. In this embodiment, the handles 103 on both sides can be used to enable the operator to hold the core piercing hammer 100 to move downward so that the core piercing hammer 100 is inserted into the soil.

[0032] like Figure 3As shown, it is a schematic diagram of the first sliding track structure in this embodiment. The outer wall of the first sliding track 200 is slidably connected to a sliding frame 201 that penetrates the inner two ends. The inner part of the sliding frame 201 is fixedly connected to an insert block 209, and the insert block 209 is inserted into the inner part of the first sliding track 200. The upper end of the sliding frame 201 is provided with a through hole 202 that penetrates the insert block 209 and the sliding frame 201. The hammer 100 is inserted into the inner part of the through hole 202. The outer wall of the sliding frame 201 is threadedly connected to a first pin 203. Support rods 204 are provided at both ends of the inner part of the first sliding track 200. The upper ends of the support rods 204 on both sides are detachably connected to limit plates 207. The bottoms of the support rods 204 on both sides are fixedly connected to support seats 206. The outer walls of the support rods 204 on both sides are provided with a plurality of limit holes 205. The two ends of the first sliding track 200 A second pin shaft 208 is inserted, and the second pin shafts 208 on both sides are inserted into the interior of the limiting holes 205 on both sides. In this embodiment, by loosening the first pin shaft 203, the sliding frame 201 can drive the core hammer 100 to move inside the first sliding track 200. By removing the second pin shafts 208 on both sides, the height of the first sliding track 200 can be adjusted. By removing the limiting plates 207 on both sides, the first sliding track 200 can be removed. By loosening the fastening bolts 104, the connecting plate 102 can be removed and the core hammer 100 can be removed from the inside of the through hole 202.

[0033] like Figure 4 As shown, it is a schematic diagram of the second sliding track structure in this embodiment, third pins 301 are inserted into the outer walls of both sides of the second sliding track 300, the second sliding track 300 is sleeved on the outer walls of the support rods 204 on both sides and is located below the first sliding track 200, the third pins 301 on both sides are inserted into the interior of the limiting holes 205 on both sides, and the inner sides of the second sliding track 300 are fixedly connected with limiting plates 302, and the core hammer 100 passes through between the limiting plates 302 on both sides. In this embodiment, by removing the third pins 301 on both sides, the insertion depth of the core hammer 100 can be adjusted according to the depth required to be inserted, and the falling distance of the core hammer 100 is limited by the limiting plates 302 on both sides and the limiting columns 101 on both sides, so that the depth of the core hammer 100 inserted into the soil can be accurately controlled.

[0034] like Figure 5As shown, it is a schematic diagram of the friction wheel structure in this embodiment, a mounting base 402 is detachably connected to one side of the upper end of the sliding frame 201, a driving motor 401 is detachably connected to the upper end of the mounting base 402, a friction wheel 400 is detachably connected to the rotating end of the driving motor 401, and an inner concave surface is provided on the outer wall of the friction wheel 400, and the inner concave surface is in contact with the outer wall of the core hammer 100. In this embodiment, the friction wheel 400 is driven to rotate by the rotation of the driving motor 401, and the core hammer 100 can be driven to rise or fall by the friction force. By removing the mounting base 402, the driving motor 401 and the friction wheel 400, it can be switched to manual mode.

[0035] To summarize, the specific use of this embodiment is as follows: when in use, place the equipment at the position where the vehicle needs to be watched, loosen the first pin shaft 203 so that the sliding frame 201 drives the core hammer 100 to slide and align with the position to be surveyed, and then tighten the first pin shaft 203 to fix it, and then adjust the second sliding track 300 to a suitable position and insert the third pin shafts 301 on both sides into the inside of the limiting holes 205 on both sides. At this time, the operator holds the handles 103 on both sides and lifts them up and then presses down, so that the core hammer 100 can be inserted into the soil. Through the restrictions of the limiting column 101 and the limiting plates 302 on both sides, after the core hammer 100 is inserted to the specified depth, the limiting plate 302 can prevent the core hammer 100 from continuing to move downward, thereby achieving precise control of the core. In order to improve the insertion depth of the hammer 100, the mounting base 402, the driving motor 401 and the friction wheel 400 are installed on one side of the upper end of the sliding frame 201. The friction wheel 400 is driven to rotate by the driving motor 401, and then the core hammer 100 can be driven to rise or fall by the friction force, so as to save manpower when the soil is hard. When not in use, the fastening bolt 104 is removed to separate the connecting plate 102 from the core hammer 100, and the limiting column 101 is pulled out from the bottom of the first sliding rail 200. After removing the limiting plates 207 on both sides, the second pin shaft 208 and the third pin shaft 301 are removed in turn to remove the first sliding rail 200 and the second sliding rail 300, so that it can be convenient to carry, making it more convenient to carry and saving external space.

[0036] The above content is a further detailed description of the utility model in combination with specific implementation methods. It cannot be determined that the specific implementation of the utility model is limited to these descriptions. For ordinary technicians in the technical field to which the utility model belongs, without departing from the concept of the utility model, they can also make several simple deductions or substitutions, which should be regarded as belonging to the scope of protection determined by the claims submitted for the utility model.

Claims

1. A field survey device for architectural design, comprising two opposing support rods (204), the outer walls of the support rods (204) on both sides being detachably connected to a first sliding track (200), a core hammer (100) capable of moving up and down being installed on the first sliding track (200), and both sides of the outer wall of the core hammer (100) being connected to limiting columns (101), characterized in that: The outer wall of the support rods (204) on both sides is located below the first sliding track (200) and is detachably connected to the second sliding track (300). The inner sides of the second sliding track (300) are both connected to limit plates (302). The core hammer (100) moves downward so that the limit column (101) contacts the limit plates (302) on both sides, thereby limiting the downward movement distance of the core hammer (100).

2. The on-site survey device for architectural design according to claim 1, characterized in that: The outer walls on both sides of the first sliding track (200) are plugged with second pins (208), and the outer walls of the support rods (204) on both sides are provided with a plurality of limiting holes (205). The second pins (208) on both sides are inserted into the interior of the support rods (204) on both sides. After the second pins (208) on both sides are pulled out, the first sliding track (200) moves along the outer walls of the support rods (204) on both sides, and the second pins (208) on both sides are inserted to limit the height of the first sliding track (200).

3. The on-site survey device for architectural design according to claim 2, characterized in that: The outer walls on both sides of the second sliding track (300) are plugged with third pins (301), and the third pins (301) on both sides are inserted into the inside of the limiting holes (205) on both sides. The third pins (301) are pulled out to adjust the height of the second sliding track (300) upward or downward along the support rods (204) on both sides, and the third pins (301) on both sides are inserted to fix the height of the second sliding track (300).

4. The on-site survey device for architectural design according to claim 3, characterized in that: The outer wall of the first sliding track (200) is slidably connected to a sliding frame (201) penetrating at both ends, and the interior of the sliding frame (201) is connected to an insert block (209), which is inserted into the interior of the first sliding track (200). The upper end of the sliding frame (201) is provided with a through hole (202), and the core hammer (100) is inserted into the interior of the through hole (202). The outer wall of the sliding frame (201) is threadedly connected to a first pin shaft (203), and loosening the first pin shaft (203) allows the sliding frame (201) to drive the core hammer (100) to move on the outer wall of the first sliding track (200), and tightening the first pin shaft (203) fixes the position of the sliding frame (201).

5. The on-site survey device for architectural design according to claim 4, characterized in that: A mounting base (402) is mounted on the upper end of the sliding frame (201), a driving motor (401) is mounted on the upper end of the mounting base (402), a friction wheel (400) is connected to the rotating end of the driving motor (401), an inner concave surface is arranged on the outer wall of the friction wheel (400), the inner concave surface is in contact with the outer wall of the core hammer (100), the driving motor (401) rotates to drive the friction wheel (400) to rotate, and then the core hammer (100) is moved upward or downward by friction.

6. The on-site survey device for architectural design according to claim 5, characterized in that: A connecting plate (102) is installed at the upper end of the limiting column (101), and a fastening bolt (104) threadedly connected to the core hammer (100) and the connecting plate (102) is installed at the upper end of the connecting plate (102). Handles (103) are connected to the outer wall of the connecting plate (102) on both sides, and the core hammer (100) is moved upward or downward by holding the handles (103) on both sides.

7. The on-site survey device for architectural design according to claim 6, characterized in that: Limiting plates (207) are installed on the tops of the support rods (204) on both sides, and support seats (206) are connected to the bottoms of the support rods (204) on both sides.

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