Foundation template shaping device under hard rock geological condition

Abstract

The utility model discloses a foundation template shaping device under a hard rock geological condition, which is characterized by comprising a clamping plate, the clamping plate is arranged on a plane, a positioning probe is arranged on the clamping plate, the clamping plate is controlled to be released and fixed by the positioning probe, the positioning probe is arranged in the clamping plate, and the positioning probe measures the shape of the hard rock geological condition when being released. The clamping plate is provided with a measuring unit used for measuring the positioning probes, a buckling unit used for controlling the positioning probes and a positioning unit used for positioning the clamping plate, the measuring unit comprises a handle and scale marks which are arranged on the clamping plate, and the scale marks are used for reading the number of released positioning probes. According to the foundation template shaping device under the hard rock geological condition, the size and the outline of a required template can be accurately measured according to different terrains. And secondly, the positioning rods are arranged on the side face of the device, effective positioning can be conducted when the device encounters ultra-long terrains, formwork customization is conducted in a segmented mode, and the application range of the tool is widened.

Description

Technical Field

[0001] The utility model relates to the technical field of templates in the construction industry, in particular to a foundation template shaping device under hard rock geological conditions. Background Art

[0002] At present, with the advancement of urbanization, more and more land has been developed, and the construction of houses in hilly and mountainous areas has also increased. The geological conditions in these areas are mostly strong and medium weathered rock layers. When the earthwork is excavated to the base, irregular rock arrangements are often encountered and difficult to level manually. Therefore, when supporting the template for foundation construction, it is necessary to adjust it according to the shape of the ground rock and form a special-shaped template after processing. However, the contour measurement of the special-shaped template requires a lot of manpower, and conventional rulers and tape measures cannot accurately measure the reasonable size. The template can only be roughly cut into a rectangle or circle at the raised part, and then the gap in the template is sealed, which cannot effectively ensure the quality of the foundation concrete construction. For this reason, a convenient, practical and reusable foundation template shaping device under hard rock geological conditions is urgently needed by foundation construction personnel. Utility Model Content

[0003] The purpose of the utility model is to provide a foundation template shaping device under hard rock geological conditions to solve the problems raised in the above-mentioned background technology.

[0004] To achieve the above purpose, the utility model provides the following technical solution: a foundation template shaping device under hard rock geological conditions, comprising:

[0005] A clamping plate, the clamping plate is arranged on a plane, a positioning probe is arranged on the clamping plate, and the clamping plate is controlled by the positioning probe to release and fix;

[0006] The positioning probe is disposed in the clamp, and the positioning probe measures the shape of the hard rock geology when released.

[0007] Preferably, the clamping plate is provided with a measuring unit for measuring the positioning probe, a buckle unit for controlling the positioning probe, and a positioning unit for positioning the clamping plate.

[0008] Preferably, the measuring unit comprises a handle and scale lines arranged on the clamping plate, and the scale lines are used to read the length of the positioning probe released.

[0009] Preferably, the buckle unit comprises a clamping plate shaft, a clamping plate buckle and an anti-slip sheet arranged on the clamping plate, the clamping plate shaft is used to control the opening and closing of the clamping plate buckle, and the anti-slip sheet is used to fix the positioning probe.

[0010] Preferably, the number of the splint buckles is at least four, and two of the splint buckles form a group, and each group of the splint buckles is mirror-imaged and arranged at both ends of the splint.

[0011] Preferably, the positioning unit comprises a positioning groove arranged on the clamping plate, and a positioning rod is provided in the positioning groove.

[0012] Preferably, a groove is provided in the clamping plate, a slider is provided on the positioning probe, and the positioning probe is used to be embedded in the groove through the slider.

[0013] Preferably, the number of the positioning probes is at least two, and all of the positioning probes are arranged in a transverse array in the clamping plate.

[0014] Compared with the prior art, the beneficial effects of the utility model are as follows: the foundation template shaping device under hard rock geological conditions can accurately measure the required template size and contour according to different terrains, saving workers' measurement time. Secondly, the device is equipped with a positioning rod on the side, which can effectively locate when encountering extra-long terrain, and customize the template in sections, increasing the scope of application of the tool. Thirdly, since the contour of the template is consistent with the terrain, the work of sealing the template gap is reduced, saving labor while reducing the leakage of concrete slurry and improving the overall pouring quality of the foundation. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a front view schematic diagram of an embodiment of the utility model;

[0016] Figure 2 A side view schematic diagram of an embodiment of the utility model;

[0017] Figure 3 This is a schematic diagram of the inner side of an embodiment of the utility model;

[0018] Figure 4 It is a schematic diagram of components of an embodiment of the utility model.

[0019] In the figure:

[0020] 1. Clamp 2. Handle 3. Clamp shaft

[0021] 4. Positioning probe 5. Clamp buckle 6. Groove

[0022] 7. Anti-slip sheet; 8. Positioning slot; 9. Positioning rod

[0023] 10. Scale lines DETAILED DESCRIPTION

[0024] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0025] like Figure 1 As shown, the utility model provides a technical solution: a basic template shaping device under hard rock geological conditions, comprising: a clamping plate 1, the clamping plate 1 is arranged on a plane, a positioning probe 4 is arranged on the clamping plate 1, the clamping plate 1 is a hollow rectangular block, the clamping plate 1 is the basic structure of the device, and is used to connect the remaining structures, the clamping plate 1 controls the release and fixation of the positioning probe 4, and the release of the positioning probe 4 can measure the top shape of the hard rock, the positioning probe 4 is arranged in the clamping plate 1, and the positioning probe 4 measures the shape of the hard rock geology when released, and a groove 6 is opened in the clamping plate 1, and the groove The groove 6 is used to limit the up and down sliding of the positioning probe 4, ensuring that the positioning probe 4 maintains a vertical state when it is released to slide down, so as to effectively measure the shape of the top of the hard rock. The positioning probe 4 is provided with a slider, and the size of the slider matches the size of the groove 6, ensuring that the positioning probe 4 and the groove 6 can be engaged with each other. The positioning probe 4 is used to be embedded in the groove 6 through the slider. The number of the positioning probes 4 is at least two, and a number of positioning probes 4 can effectively measure the shape of the top of the hard rock. All the positioning probes 4 are arranged in a horizontal array in the clamping plate 1.

[0026] like Figure 2-4As shown, the splint 1 is provided with a measuring unit for measuring the positioning probe 4, a buckle unit for controlling the positioning probe 4, and a positioning unit for positioning the splint 1. The measuring unit includes a handle 2 and a scale line 10 provided on the splint 1. The handle 2 can conveniently operate the entire device. There are two handles 2, which are convenient for simultaneous operation with both hands. The scale line 10 is used to read the number released by the positioning probe 4. The scale line 10 is used to measure the length measured by the positioning probe 4, thereby measuring the length of the hard rock. The buckle unit includes a splint shaft 3, a splint buckle 5 and an anti-slip sheet 7 provided on the splint 1. The splint shaft 3 is provided at the top of the splint 1, and the opening and closing state of the splint buckle 5 can be controlled by rotation. The splint buckle 5 is in two pieces, and the middle of the two pieces is connected by the splint shaft 3. The splint shaft 3 is used to control the opening and closing of the splint buckle 5, and the anti-slip sheet 7 is used to limit the sliding of the positioning probe 4. The shaft 3 drives the splint buckle 5 to rotate inward, and the splint buckle 5 drives the splint 1 to be squeezed inward. The splint 1 is used to fix the positioning probe 4 through the anti-slip sheet 7, so as to lock the positioning probe 4 after the measurement contact. The number of the splint buckles 5 is at least four, and two of the splint buckles 5 form a group. Each group of the splint buckles 5 is mirror-imaged at both ends of the splint 1. The positioning unit includes a positioning groove 8 arranged on the splint 1. The number of the positioning grooves 8 is two, and the two positioning grooves 8 are arranged on the left and right sides of the splint 1. At the same time, the number of positioning rods 9 is also two. The two positioning rods 9 are inserted into the two positioning grooves 8. The splint 1 is locked by the positioning rods 9 to prevent deviation during measurement. When the hard rock is too long, the positioning rods 9 can be used to slide and carve marks on the hard rock to facilitate positioning measurement next time. A positioning rod 9 is provided in the positioning groove 8. The material of the positioning rod 9 is a steel needle to ensure that it can play a positioning and sliding state.

[0027] As shown above, in this embodiment, the worker lifts the entire device to the vicinity of the foundation by means of the handle 2, passes the positioning rod 9 through the positioning groove 8, determines the edge point of the foundation, naturally places the positioning probe 4 above the irregular rock, opens the splint buckle 5, and under the action of gravity, the protrusion on the back of the positioning probe 4 naturally slides downward through the groove 6 until it is close to the rock surface.

[0028] As shown above, in this embodiment, after the structure is stable, the splint 1 is closed through the splint shaft 3, and the splint buckle 5 is fastened. At this time, the positioning probe 4 inside the splint 1 is fixed and locked by the squeezing and friction of the anti-slip sheet 7. The length of the template is recorded by the scale lines 10 engraved on the outside of the splint 1 to complete the measurement of the basic contour. The worker places the template shaping device on the surface of the template through the handle 2, and draws the special-shaped bottom edge line on the template according to the position of the positioning probe and the scale lines 10, and cuts to complete the production of the template.

[0029] As shown above, in this embodiment, when encountering a long foundation, measurement can be carried out in sections, and the measurement steps are the same as above. After one measurement is completed, the positioning rod 9 leaves the measurement points on the foundation surface, and the connection measurement is carried out according to the points.

[0030] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A foundation template shaping device under hard rock geological conditions, characterized in that: include: A clamping plate, the clamping plate is arranged on a plane, a positioning probe is arranged on the clamping plate, and the clamping plate is controlled by the positioning probe to release and fix; The positioning probe is disposed in the clamp, and the positioning probe measures the shape of the hard rock geology when released.

2. The basic template shaping device under hard rock geological conditions according to claim 1 is characterized by: The clamping plate is provided with a measuring unit for measuring the positioning probe, a buckle unit for controlling the positioning probe, and a positioning unit for positioning the clamping plate.

3. The basic template shaping device under hard rock geological conditions according to claim 2 is characterized by: The measuring unit comprises a handle and scale lines arranged on the clamping plate, and the scale lines are used to read the length of the positioning probe released.

4. The basic template shaping device under hard rock geological conditions according to claim 2 is characterized by: The buckle unit comprises a clamping plate rotating shaft, a clamping plate buckle and an anti-slip sheet arranged on the clamping plate, the clamping plate rotating shaft is used to control the opening and closing of the clamping plate buckle, and the anti-slip sheet is used to fix the positioning probe.

5. The basic template shaping device under hard rock geological conditions according to claim 4 is characterized by: The number of the clamping plate buckles is at least four, and two of the clamping plate buckles form a group, and each group of the clamping plate buckles is arranged at both ends of the clamping plate in a mirror-image manner.

6. The basic template shaping device under hard rock geological conditions according to claim 2 is characterized by: The positioning unit comprises a positioning groove arranged on the clamping plate, and a positioning rod is arranged in the positioning groove.

7. The basic template shaping device under hard rock geological conditions according to claim 1 is characterized by: A groove is provided in the clamping plate, a sliding block is provided on the positioning probe, and the positioning probe is used to be embedded in the groove through the sliding block.

8. The basic template shaping device under hard rock geological conditions according to claim 1 or 7, characterized in that: The number of the positioning probes is at least two, and all of the positioning probes are arranged in a transverse array in the clamping plate.

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