A first section type steel column pre-buried anchor bolt installation positioning device

Abstract

The utility model discloses a first section type steel column pre -buried anchor bolt installation positioning device relates to building installation technical field. The utility model discloses a bottom plate still includes: positioning part, positioning part installs on the bottom plate for accurate connection of steel column on the bottom plate with pre -buried anchor bolt and the auxiliary part, the auxiliary part installs on the bottom plate for when steel column and bottom plate are welded, carry out auxiliary positioning, wherein, when welding steel column and bottom plate, can be aided by auxiliary part and carry out auxiliary welding. The utility model discloses through setting up positioning part, when steel column installation construction is carried out, first need accurate positioning trepanning according to the position of column foot anchor bolt on the bottom plate, can carry out steel column hoisting work after completing trepanning, when hoisting, need the anchor bolt hole of steel column bottom bottom plate aims at and passes through column foot anchor bolt, makes the first adjusting nut on the bottom plate and anchor bolt hole closely, then uses two second adjusting nuts and reinforces the processing of steel column.

Description

Technical Field

[0001] This utility model belongs to the field of building installation technology, and in particular relates to a pre-embedded anchor bolt installation and positioning device for the first section of steel column. Background Technology

[0002] An installation and positioning device for pre-embedded anchor bolts in the first section of a steel column is a specialized piece of equipment used to ensure the accurate positioning of pre-embedded anchor bolts during the installation of the first section of the steel column. It typically consists of a positioning frame, an adjustment component, and a fixing component. The positioning frame initially defines the spatial position of the anchor bolt, the adjustment component allows for fine-tuning of the anchor bolt in the horizontal and vertical directions, and the fixing component securely connects the anchor bolt to the foundation reinforcement or formwork. This ensures that the anchor bolt position remains unchanged during construction processes such as concrete pouring, guaranteeing the accuracy and stability of subsequent steel column installation and improving the construction quality and efficiency of steel structure engineering.

[0003] In the construction of steel structures, there are difficulties in connecting the first section of steel column with the pre-embedded anchor bolts. Due to the large number of anchor bolts and the need to pre-embed them according to the drawings, the positioning accuracy is difficult to control due to the influence of site conditions and measurement errors. This makes it difficult for the anchor bolts to be accurately inserted into the anchor bolt holes on the steel column. If forced installation is carried out, it is easy to cause the first section of steel column to deviate and cause errors in the upper steel columns, affecting the verticality and stability of the steel structure. Utility Model Content

[0004] The purpose of this utility model is to provide a positioning device for pre-embedded anchor bolts in the first section of a steel column. By setting up a positioning part, the problem of connecting the first section of the steel column with the pre-embedded anchor bolts is solved. Because there are many anchor bolts and they need to be pre-embedded according to the drawings, the positioning accuracy is difficult to control due to the influence of site conditions and measurement errors. This makes it difficult for the anchor bolts to be accurately inserted into the anchor bolt holes on the steel column. If forced to install, it is easy to cause the first section of the steel column to deviate and cause errors in the upper steel columns, affecting the verticality and stability of the steel structure.

[0005] To solve the above-mentioned technical problems, this utility model is achieved through the following technical solution:

[0006] This utility model relates to a pre-embedded anchor bolt installation and positioning device for a first-section steel column, comprising a base plate, and further comprising: a positioning part, which is installed on the base plate and is used to precisely connect the steel column on the base plate to the pre-embedded anchor bolt; and an auxiliary part, which is installed on the base plate and is used to assist in positioning when welding the steel column to the base plate; wherein, when welding the steel column to the base plate, the auxiliary part can be used to assist in welding, and after the steel column to the base plate is welded, the positioning part can be used to accurately install the steel column.

[0007] Furthermore, the positioning part includes a connecting component disposed on the base plate for facilitating the connection between the steel column and the pre-embedded anchor bolt; and a positioning component disposed on the base plate for fixing the base plate; wherein, when connecting the connecting component and the pre-embedded anchor bolt, the positioning component enables a precise connection.

[0008] Furthermore, the auxiliary part includes two clamping assemblies mounted on the base plate for positioning when connecting the steel column to the base plate; and two adjusting assemblies mounted on the clamping assemblies for flexible adjustment according to the installation of the steel column. When welding the steel column to the base plate, the clamping assemblies and adjusting assemblies can be used to limit the position of both, which not only facilitates the welding operation but also reduces errors caused by manual assistance.

[0009] Furthermore, the connecting assembly includes a steel column set on the top of the base plate, with several column base stiffening ribs fixedly connected to the outer wall of the steel column, and a shear key fixedly connected to the bottom of the base plate; wherein, a total of eight column base stiffening ribs are provided and evenly distributed around the steel column, so as to make the column base of the steel column bear the force evenly.

[0010] Furthermore, the positioning component includes several anchor bolt holes formed on the top of the base plate. Each of the anchor bolt holes has a column anchor bolt slidably connected to its inner wall. Each of the column anchor bolts has a first adjusting nut threadedly connected to its outer wall. The tops of each of the first adjusting nuts are in contact with the base plate. Each of the column anchor bolts has two second adjusting nuts threadedly connected to its outer wall. The presence of two second adjusting nuts on the outer wall of the column anchor bolt, along with the double nuts, secures the base plate to the column anchor bolt, thus improving the connection's strength.

[0011] Furthermore, the clamping assembly includes a support foot fixedly connected to the bottom of the base plate, a sliding groove is provided on the top of the base plate, two rectangular blocks are fixedly connected to the bottom of the base plate, a screw is rotatably connected to the two rectangular blocks, a manual knob is sleeved on the outer wall of the screw, a clamping plate is threadedly connected to the outer wall of the screw, and a balancing component is provided on the rectangular block; wherein, the front end of the screw extends to the outside of the corresponding rectangular block and is rotatably connected to the corresponding rectangular block.

[0012] Furthermore, the adjustment assembly includes a second slide groove formed on the clamping plate, the inner wall of the second slide groove being slidably connected to two bidirectional screws, the right outer wall of the bidirectional screws being threadedly connected to a second manual knob, the outer wall of the bidirectional screws being threadedly connected to two adjustment plates, both of the adjustment plates being in contact with the corresponding column foot stiffening ribs; wherein, the right end of the bidirectional screws extends out of the clamping plate and is rotatably connected to the clamping plate.

[0013] Furthermore, the balancing component includes a balance bar fixedly connected to one side of the two rectangular blocks that are close to each other; wherein the balance bar passes through the clamping plate and is slidably connected to the clamping plate, and the balance bar enables the clamping plate to be more stable during sliding.

[0014] This utility model has the following beneficial effects:

[0015] 1. By setting up a positioning section, during the installation of steel columns, precise positioning holes must first be drilled on the base plate according to the position of the column base anchor bolts. After drilling, the steel column can be hoisted. During hoisting, the anchor bolt holes on the bottom plate of the steel column must be aligned and the anchor bolts passed through, ensuring that the base plate and the first adjusting nut on the anchor bolt hole are tightly fitted. Then, two second adjusting nuts are used to reinforce the steel column. After the steel column completes the above installation steps, the concrete pouring stage can begin. This process uses micro-expansion fine aggregate concrete, poured from the bottom of the steel column and one side of the shear groove, and simultaneously vibrated with a construction vibrator to ensure the concrete is dense. In addition, the stiffening ribs at the column base must be completely wrapped and protected with concrete. This setting effectively solves the problem of difficult positioning of the pre-embedded anchor bolts and the steel column. By utilizing the combination of the base plate holes and adjusting nuts, precise fine-tuning of the steel column installation position is achieved, significantly reducing installation difficulties caused by errors.

[0016] 2. By setting up an auxiliary part, during the installation of the steel column and the base plate, the steel column and its multiple column base stiffening ribs are first placed on the base plate. Then, the manual knob one on the screw is turned. The screw drives the clamping plate through the balance bar. According to the scale on the base plate, the steel column and its column base stiffening ribs are centered and positioned. If the positioning needs to be adjusted according to the actual size of the column base stiffening ribs, the manual knob two on the double-ended screw is turned. The double-ended screw will drive the two adjusting plates to move closer to each other, thereby effectively limiting the column base stiffening ribs and preventing displacement during the positioning process. After all adjustments are in place, the steel column and the base plate can be welded and fixed. This method not only simplifies the welding operation process but also reduces the errors caused by manual assistance, effectively improving installation accuracy and construction efficiency.

[0017] Of course, any product implementing this utility model does not necessarily need to achieve all of the advantages described above at the same time. Attached Figure Description

[0018] To more clearly illustrate the technical solutions of the embodiments of this utility model, the accompanying drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0019] Figure 1This is a schematic diagram of the overall structure of this utility model;

[0020] Figure 2 This is a partial cross-sectional view of the positioning part of this utility model;

[0021] Figure 3 This is a partial cross-sectional view of the auxiliary part of this utility model;

[0022] Figure 4 This is a schematic diagram of the stiffening ribs for the column base of this utility model;

[0023] Figure 5 This utility model Figure 2 A magnified structural diagram of A in the middle;

[0024] Figure 6 This utility model Figure 3 A magnified structural diagram of B in the diagram;

[0025] Figure 7 This utility model Figure 4 A magnified structural diagram of C;

[0026] Figure 8 This utility model Figure 2 A magnified structural diagram of D in the diagram.

[0027] The attached diagram lists the components represented by each number as follows:

[0028] 1. Base plate; 2. Positioning part; 21. Connecting assembly; 211. Steel column; 212. Column base stiffening rib; 213. Shear key; 22. Positioning assembly; 221. Anchor bolt hole; 222. Column base anchor bolt; 223. First adjusting nut; 224. Second adjusting nut; 3. Auxiliary part; 31. Clamping assembly; 311. Support leg; 312. Slide groove one; 313. Rectangular block; 314. Screw; 315. Manual knob one; 316. Clamping plate; 317. Balance bar; 32. Adjusting assembly; 321. Slide groove two; 322. Bidirectional screw; 323. Manual knob two; 324. Adjusting plate. Detailed Implementation

[0029] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0030] Please see Figure 1-8As shown, this utility model is a positioning device for pre-embedded anchor bolts in a first-section steel column, including a base plate 1, and further including: a positioning part 2, which is installed on the base plate 1 and is used to accurately connect the steel column on the base plate 1 to the pre-embedded anchor bolt; and an auxiliary part 3, which is installed on the base plate 1 and is used to assist in positioning when welding the steel column to the base plate 1; wherein, when welding the steel column to the base plate 1, the auxiliary part 3 can be used to assist in welding, and after the steel column to the base plate 1 is welded, the positioning part 2 can be used to accurately install the steel column.

[0031] The positioning part 2 includes a connecting component 21, which is mounted on the base plate 1 to facilitate the connection between the steel column and the pre-embedded anchor bolts; and a positioning component 22, which is mounted on the base plate 1 to fix the base plate 1 in place. When connecting the connecting component 21 and the pre-embedded anchor bolts, the positioning component 22 enables a precise connection. The connecting component 21 includes a steel column 211 mounted on the top of the base plate 1, with several column base stiffening ribs 212 fixedly connected to the outer wall of the steel column 211, and a shear key 213 fixedly connected to the bottom of the base plate 1. Eight column base stiffening ribs 212 are provided in total and evenly distributed around the steel column 211. The positioning component 22, which ensures uniform force distribution on the column base of the steel column 211, includes several anchor bolt holes 221 on the top of the base plate 1. Column base anchor bolts 222 are slidably connected to the inner walls of each anchor bolt hole 221, and first adjusting nuts 223 are threadedly connected to the outer walls of each anchor bolt 222. The tops of each first adjusting nut 223 are in contact with the base plate 1, and two second adjusting nuts 224 are threadedly connected to the outer walls of each anchor bolt 222. The two second adjusting nuts 224 on the outer walls of the anchor bolts 222, used to fix the base plate 1 on the anchor bolts 222, improve the connection's stability.

[0032] By setting the positioning part 2, during the installation of the steel column, it is necessary to first make precise positioning holes on the base plate 1 according to the position of the column base anchor bolt 222. After the holes are made, the steel column 211 can be hoisted. During hoisting, the anchor bolt holes 221 on the bottom plate 1 of the steel column 211 should be aligned and passed through the column base anchor bolt 222, so that the base plate 1 and the first adjusting nut 223 on the anchor bolt hole 221 are tightly fitted. Then, two second adjusting nuts 224 are used to reinforce the steel column 211. When the steel column 211 is completed, the installation is completed. After the installation steps are described, the concrete pouring process can begin. This process uses micro-expansion fine aggregate concrete, which is poured from the bottom of the steel column and one side of the shear groove. Simultaneously, a construction vibrator is used to compact the concrete to ensure that it is dense. In addition, the stiffening ribs at the column base must be completely wrapped and protected with concrete. This feature effectively solves the problem of difficult positioning of the pre-embedded anchor bolts and the steel column. By using the opening in the base plate and the adjustment nut, the precise fine-tuning of the steel column installation position is achieved, significantly reducing installation difficulties caused by errors.

[0033] The auxiliary part 3 includes two clamping components 31, which are mounted on the base plate 1 and used for positioning when connecting the steel column to the base plate 1; and two adjusting components 32, which are mounted on the clamping components 31 and used for flexible adjustment according to the installation of the steel column. When welding the steel column to the base plate 1, the clamping components 31 and adjusting components 32 can be used to limit the position of the two, which not only facilitates the welding operation, but also reduces the error caused by manual assistance.

[0034] The clamping assembly 31 includes a foot 311 fixedly connected to the bottom of the base plate 1. A groove 312 is provided on the top of the base plate 1. Two rectangular blocks 313 are fixedly connected to the bottom of the base plate 1. A screw 314 is rotatably connected to the two rectangular blocks 313. A manual knob 315 is sleeved on the outer wall of the screw 314. A clamping plate 316 is threadedly connected to the outer wall of the screw 314. A balancing component is provided on the rectangular block 313. The front end of the screw 314 extends to the outside of the corresponding rectangular block 313 and is rotatably connected to the corresponding rectangular block 313.

[0035] The adjustment assembly 32 includes a second slide groove 321 formed on the clamping plate 316. Two bidirectional screws 322 are slidably connected to the inner wall of the slide groove 321. A manual knob 323 is threadedly connected to the outer right side of the bidirectional screws 322. Two adjustment plates 324 are threadedly connected to the outer wall of the bidirectional screws 322. Both adjustment plates 324 are in contact with the corresponding column foot stiffening ribs 212. The right end of the bidirectional screws 322 extends to the outside of the clamping plate 316 and is rotatably connected to the clamping plate 316. The balancing component includes a balance rod 317 fixedly connected to one side of the two rectangular blocks 313 that are close to each other. The balance rod 317 passes through the clamping plate 316 and is slidably connected to the clamping plate 316.

[0036] The balance bar 317 enhances the stability of the clamping plate 316 during sliding. By providing the auxiliary part 3, during the installation of the steel column 211 and the base plate 1, the steel column 211 and its multiple stiffening ribs 212 are first placed on the base plate 1. Then, the manual knob 315 on the screw 314 is rotated. The screw 314, through the balance bar 317, drives the clamping plate 316 to center the steel column 211 and its stiffening ribs 212 according to the scale on the base plate 1. If further adjustments are needed... Adjust the positioning according to the actual size of the stiffening rib 212 at the column base. Then, rotate the manual knob 323 on the double-acting screw 322. The double-acting screw 322 will drive the two adjusting plates 324 to move closer to each other, thereby effectively limiting the stiffening rib 212 at the column base and preventing displacement during the positioning process. After all adjustments are in place, the steel column and the base plate can be welded and fixed. This method not only simplifies the welding operation process, but also reduces errors caused by manual assistance, effectively improving installation accuracy and construction efficiency.

[0037] A specific application of this embodiment is as follows: When installing steel columns, it is necessary to first accurately position and drill holes on the base plate 1 according to the position of the column foot anchor bolts 222. After drilling, the steel column 211 can be hoisted. During hoisting, the anchor bolt holes 221 on the bottom plate 1 of the steel column 211 should be aligned and passed through the column foot anchor bolts 222, so that the base plate 1 and the first adjusting nut 223 on the anchor bolt hole 221 are tightly fitted. Then, two second adjusting nuts 224 are used to reinforce the steel column 211. After the steel column 211 completes the above installation steps, the concrete pouring stage can begin. This process uses micro-expansion fine stone concrete, which is poured from the bottom of the steel column and one side of the shear groove, and a construction vibrator is used simultaneously to ensure that the concrete is poured densely.

[0038] The stiffening ribs at the column base need to be completely encased in concrete for protection. This design effectively solves the problem of difficult positioning of the pre-embedded anchor bolts and the steel column. By utilizing the openings in the base plate and the adjustment nuts, precise fine-tuning of the steel column installation position is achieved, significantly reducing installation difficulties caused by errors.

[0039] During the installation of the steel column 211 and the base plate 1, the steel column 211 and its multiple stiffening ribs 212 are first placed on the base plate 1. Then, the manual knob 315 on the screw 314 is turned. The screw 314 drives the clamping plate 316 through the balance bar 317. According to the scale on the base plate 1, the steel column 211 and its stiffening ribs 212 are centered. If the positioning needs to be adjusted according to the actual size of the stiffening ribs 212, the manual knob 323 on the double-acting screw 322 is turned. The double-acting screw 322 will drive the two adjusting plates 324 to move closer to each other, thereby effectively limiting the stiffening ribs 212 and preventing displacement during the positioning process. After all adjustments are in place, the steel column and the base plate can be welded and fixed. This method not only simplifies the welding operation process but also reduces the errors caused by manual assistance, effectively improving the installation accuracy and construction efficiency.

[0040] In the description of this specification, references to terms such as "an embodiment," "example," "specific example," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of the present invention. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

[0041] The preferred embodiments of this utility model disclosed above are merely illustrative of the present utility model. These preferred embodiments do not exhaustively describe all details, nor do they limit the utility model to the specific implementations described. Clearly, many modifications and variations can be made based on the content of this specification. This specification selects and specifically describes these embodiments to better explain the principles and practical applications of this utility model, thereby enabling those skilled in the art to better understand and utilize it. This utility model is limited only by the claims and their full scope and equivalents.

Claims

1. A device for installing and positioning pre-embedded anchor bolts in a first-section steel column, comprising a base plate (1), characterized in that, Also includes: Positioning part (2), which is installed on the base plate (1) and is used to accurately connect the steel column on the base plate (1) with the pre-embedded anchor bolt; and auxiliary part (3), which is installed on the base plate (1) and is used to assist in positioning when welding the steel column to the base plate (1). When welding the steel column to the base plate (1), the auxiliary part (3) can be used to assist in welding. After the steel column to the base plate (1) is welded, the positioning part (2) can be used to accurately install the steel column.

2. The installation and positioning device for pre-embedded anchor bolts in the first section of a steel column according to claim 1, characterized in that, The positioning part (2) includes a connecting component (21), which is disposed on the base plate (1) to facilitate the connection between the steel column and the pre-embedded anchor bolt; and a positioning component (22), which is disposed on the base plate (1) to fix the base plate (1). When connecting the connecting component (21) and the pre-embedded anchor bolt, the positioning component (22) enables them to achieve a precise connection.

3. The installation and positioning device for pre-embedded anchor bolts in the first section of a steel column according to claim 2, characterized in that, The auxiliary part (3) includes two clamping components (31), which are mounted on the base plate (1) for positioning when connecting the steel column to the base plate (1); and two adjusting components (32), which are mounted on the clamping components (31) for flexible adjustment according to the installation of the steel column. When welding the steel column to the base plate (1), the clamping components (31) and adjusting components (32) can be used to limit the two, which not only facilitates the welding operation, but also reduces the error caused by manual assistance.

4. The installation and positioning device for pre-embedded anchor bolts in the first section of a steel column according to claim 3, characterized in that, The connecting assembly (21) includes a steel column (211) set on the top of the base plate (1). The outer wall of the steel column (211) is fixedly connected with a number of column foot stiffening ribs (212). The bottom of the base plate (1) is fixedly connected with a shear key (213). There are eight column foot stiffening ribs (212) in total, which are evenly distributed around the steel column (211) so that the column foot of the steel column (211) is evenly stressed.

5. The installation and positioning device for pre-embedded anchor bolts in the first section of a steel column according to claim 4, characterized in that, The positioning component (22) includes several anchor bolt holes (221) on the top of the base plate (1). The inner walls of the several anchor bolt holes (221) are slidably connected with column anchor bolts (222). The outer walls of the several column anchor bolts (222) are threadedly connected with first adjusting nuts (223). The tops of the several first adjusting nuts (223) are in contact with the base plate (1). The outer walls of the several column anchor bolts (222) are threadedly connected with two second adjusting nuts (224). The two second adjusting nuts (224) are threadedly connected to the outer walls of the column anchor bolts (222). By fixing the base plate (1) on the column anchor bolts (222) with the double nuts, the connection firmness can be improved.

6. The installation and positioning device for pre-embedded anchor bolts in the first section of a steel column according to claim 5, characterized in that, The clamping assembly (31) includes a foot (311) fixedly connected to the bottom of the base plate (1). The top of the base plate (1) is provided with a sliding groove (312). The bottom of the base plate (1) is fixedly connected with two rectangular blocks (313). A screw (314) is rotatably connected to the two rectangular blocks (313). A manual knob (315) is sleeved on the outer wall of the screw (314). A clamping plate (316) is threadedly connected to the outer wall of the screw (314). A balancing component is provided on the rectangular block (313). The front end of the screw (314) extends to the outside of the corresponding rectangular block (313) and is rotatably connected to the corresponding rectangular block (313).

7. The installation and positioning device for pre-embedded anchor bolts in the first section of a steel column according to claim 6, characterized in that, The adjustment assembly (32) includes a second slide groove (321) opened on the clamping plate (316). Two bidirectional screws (322) are slidably connected to the inner wall of the second slide groove (321). A manual knob (323) is threadedly connected to the outer right side of the bidirectional screw (322). Two adjustment plates (324) are threadedly connected to the outer wall of the bidirectional screw (322). Both adjustment plates (324) are in contact with the corresponding column foot stiffening ribs (212). The right end of the bidirectional screw (322) extends to the outside of the clamping plate (316) and is rotatably connected to the clamping plate (316).

8. The installation and positioning device for pre-embedded anchor bolts in the first section of a steel column according to claim 7, characterized in that, The balancing component includes a balancing rod (317) fixedly connected to one side of the two rectangular blocks (313) that are close to each other. The balancing rod (317) passes through the clamping plate (316) and is slidably connected to the clamping plate (316). The balancing rod (317) makes the clamping plate (316) more stable during the sliding process.

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