Shear-resistant groove quick-release die of steel structure column foot

Abstract

The utility model relates to the technical field of building steel structures, in particular to a shear-resistant groove quick-release mold for a steel structure column foot, which solves the technical problems that the construction efficiency is low due to the fact that a constructed shear-resistant groove in the prior art is easy to deviate and deform, and specifically comprises a mold box, the mold box is provided with a bottom surface and a side wall, and an opening is formed at the first end of the mold box; according to the technical scheme, the positioning points are arranged at the corners, namely the arrangement positions, of the inner sides of the threaded connecting pieces and the mold box, so that the position, most prone to deformation, of the mold box has the supporting and deformation preventing functions, specifically, the pouring pressure generated at the arrangement positions of the mold box can be balanced in the pouring process through cooperation of the single-head bolts and the threaded connecting pieces, and the pouring quality is improved. According to the mold box, the stability of the mold box is ensured, so that a stable shear-resistant groove is formed, the mold box can be disassembled in a matched mode by loosening the single-head bolt or taking the single-head bolt as a disassembly force application point during disassembly, and the mold box has the technical advantages of being stable in use and rapid in disassembly.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of building steel structure, especially relates to a steel structure column foot's anti -shear groove quick -detach die. BACKGROUND

[0002] The anti -shear groove of steel structure column foot is the notch reserved on cast -in -situ concrete, and the main purpose is to bear horizontal counterforce, reduces the horizontal counterforce that the column foot anchor bolt bears;

[0003] In prior art, anti -shear groove is embedded too shallow or position is too bad and will lead to the protection thickness of ground bolt layer to be insufficient, and the existing die has the risk of floating, is easy to cause deviation, and the anti -shear groove die is easy to produce the deformation of shape in the process of pouring, leads to the deformation after the anti -shear groove is formed, finally leads to the efficiency of actual configuration to be low, UTILITY MODEL CONTENTS

[0004] The utility model solves the technical problem that the existing technology constructs the anti -shear groove and is easy to cause deviation, deformation, leads to the technical problem of low construction efficiency, provides the anti -shear groove quick -detach die of steel structure column foot.

[0005] In order to solve the above -mentioned technical problem, the technical scheme of the utility model is as follows:

[0006] A kind of anti -shear groove quick -detach die of steel structure column foot, comprising:

[0007] Die box 10, it has bottom surface 101 and side wall 102, the first end of the die box 10 forms opening 103;

[0008] In the opening 103, adjacent side wall 102 is supported and is provided with arrangement site 104;

[0009] Each arrangement site 104 is provided with threaded connection piece 20;

[0010] Each threaded connection piece 20 can be connected with single head bolt 30.

[0011] Specifically, the threaded connection piece 20 includes two groups of upper and lower arranged hexagon nuts 21;

[0012] The threaded hole of each group of hexagon nuts 21 of threaded connection piece 20 is coaxially arranged;

[0013] The upper and lower arranged two groups of hexagon nuts 21 form preset gap 201.

[0014] Specifically, the hexagon nut 21 is welded on the side wall 102.

[0015] Specifically, the arrangement site 104 is welded with welded connecting block 210;

[0016] The radial welding connection of the hexagonal nut 21 is on the welding connection block 210.

[0017] Specifically, the length and width of the bottom surface 101 and the side wall 102 are the same.

[0018] Specifically, the maximum length of the shank of the single-head bolt 30 is 1 / 2 of the height of the side wall 102.

[0019] Specifically, the bottom surface 101 and the side wall 102 are made of a steel plate with a thickness of 3 mm.

[0020] Specifically, the bottom surface 101 is provided with a positioning threaded hole 11, and a positioning bolt 12 is screwed on the positioning threaded hole 11.

[0021] The utility model has the following beneficial effects:

[0022] The technical scheme arranges a positioning point on the corner of the inner side of the thread connecting piece and the mold box, so that the position of the mold box that is most prone to deformation has a support anti-deformation function. Specifically, the single-head bolt and the thread connecting piece cooperate to balance the pouring pressure generated at the arrangement position during the pouring process, so as to ensure the stability of the mold box, thereby forming a stable shear groove. When disassembling, the single-head bolt can be loosened, or the single-head bolt is used as a disassembly force point to complete the disassembly of the mold box. The technical scheme has the technical advantages of stable use and rapid disassembly. BRIEF DESCRIPTION OF DRAWINGS

[0023] The utility model will be further described in detail in combination with the drawings and specific embodiments.

[0024] Figure 1 It is a three-dimensional structure schematic view of the utility model;

[0025] Figure 2 It is a structure schematic view of the utility model;

[0026] Figure 3 It is a schematic view of the thread connecting piece of the utility model;

[0027] Figure 4 It is an embodiment of the welding connection block configuration mode of the utility model.

[0028] Mold box 10, bottom surface 101, side wall 102, opening 103, arrangement position 104;

[0029] Thread connecting piece 20, single-head bolt 30;

[0030] Hexagonal nut 21, preset gap 201;

[0031] Welding connection block 210;

[0032] Positioning screw hole 11, positioning bolt 12. DETAILED DESCRIPTION

[0033] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative work fall within the scope of the present application. It should be noted that, in order to facilitate description, in the present application, "left side" is "first end", "right side" is "second end", "upper side" is "first end", and "lower side" is "second end" in the current view. The purpose of such description is to clearly express the technical solutions, and should not be understood as improper limitation on the technical solutions of the present application.

[0034] The present application solves the technical problem that the existing shear groove is prone to deviation and deformation, resulting in low construction efficiency, and provides a shear groove quick-release mold for a steel structure column foot, which is characterized in that a mold box 10 is arranged, the mold box 10 has a bottom surface 101 and a side wall 102, and a first end of the mold box 10 forms an opening 103; at the opening 103, adjacent side walls 102 are supported and arranged with arrangement positions 104;

[0035] A threaded connecting piece 20 is arranged on each arrangement position 104, and a single-end bolt 30 can be connected to each threaded connecting piece 20;

[0036] The technical solution has the technical advantages that the threaded connecting piece 20 and the inner corner of the mold box 10, i.e., the arrangement position 104, are arranged with a positioning point, so that the position of the mold box 10 that is most prone to deformation has a support and anti-deformation function. Specifically, the single-end bolt 30 cooperates with the threaded connecting piece 20 to balance the pouring pressure generated at the arrangement position 104 during the pouring process, so as to ensure the stability of the mold box 10, thereby forming a stable shear groove. When disassembling, the single-end bolt 30 can be loosened, or the single-end bolt 30 is used as a disassembly force point to cooperate with the disassembly of the mold box 10, so that the technical solution has the technical advantages of stable use and rapid disassembly.

[0037] The mold quick release is usually reflected in the stage of separating the shear groove mold from the concrete after the short column head concrete pouring is completed, and the shear groove is formed by using the quick-release bolt connection mode, so as to take out the product and perform the next round of production.

[0038] The prefabrication and use process is as follows:

[0039] (1) Designing the mold: according to the size requirements of the shear groove, the size of the mold box 10 is designed, and the size of each part of the mold is determined;

[0040] (2) After the mold is completed, before each concrete pouring, the shear groove quick-release mold of the steel column foot is fixed according to the design drawing position, and then the concrete is poured. When the concrete strength reaches the demolding condition, it is taken out from the shear groove. This shear groove quick-release mold of the steel column foot avoids many shortcomings of traditional wooden molds, such as: it is difficult to process and fix the wooden mold for small shear groove size, the wooden mold is insufficient in strength, the wooden mold has few turnovers, and the wooden mold is difficult to demold.

[0041] (3) The main function of the single-head bolt 30 is to become a supporting rib of the adjacent side wall 102, tightly connecting two adjacent vertical side walls 102 together, ensuring the relative position of each part unchanged when the mold box 10 bears the pressure and impact force during the concrete pouring process, preventing the mold from deforming, shifting and other problems, ensuring the overall structural stability of the mold, and thus ensuring the forming precision of the concrete short column shear groove.

[0042] In a specific embodiment, please refer to Figures 1-4 As shown in the figure, the threaded connection piece 20 includes two groups of upper and lower arranged hexagonal nuts 21; the threaded holes of the hexagonal nuts 21 of each group of threaded connection pieces 20 are coaxially arranged; a preset gap 201 is formed between the upper and lower arranged two groups of hexagonal nuts 21.

[0043] In a specific embodiment 1, please refer to Figure 3 As shown in the figure, the hexagonal nut 21 is welded on the side wall 102.

[0044] In a specific embodiment 2, please refer to Figure 4 As shown in the figure, the arrangement position 104 is welded with a welded connecting block 210;

[0045] The radial welding connection of the hexagonal nut 21 is on the welded connecting block 210.

[0046] In a specific embodiment, please refer to Figures 1-4 As shown in the figure, the length and width of the bottom surface 101 and the side wall 102 are the same, and the maximum length of the screw rod of the single-head bolt 30 is 1 / 2 of the height of the side wall 102.

[0047] In a specific embodiment, please refer to Figures 1-4 As shown in the figure, the bottom surface 101 and the side wall 102 are made of a steel plate with a thickness of 3mm.

[0048] In a specific embodiment, please refer to Figure 2As shown, the bottom surface 101 is provided with positioning threaded holes 11, and positioning threaded bolts 12 are screwed on the positioning threaded holes 11. Whether this set of positioning threaded bolts 12 is configured or not can be determined according to actual conditions, for example, when the pouring amount is large and the formwork removal time is long, the positioning threaded bolts 12 can be configured according to needs.

[0049] Obviously, the above embodiments are only examples for clearly illustrating, but not limitation on the embodiments. Based on the above description, other different forms of changes or variations can be made by those skilled in the art. Here, all the embodiments need not and cannot be exhausted. The obvious changes or variations derived therefrom are still within the protection scope of the present application.

Claims

1. A quick-release mold for a shear slot of a steel structure column foot, characterized by, The utility model relates to a mold box and a single-end bolt connecting structure thereof, and belongs to the technical field of mold box. The utility model discloses a mold box (10) which has a bottom surface (101) and a side wall (102), a first end of the mold box (10) forms an opening (103), adjacent side walls (102) are provided with arrangement positions (104) at the opening (103), a threaded connecting piece (20) is arranged on each arrangement position (104), and a single-end bolt (30) can be connected to each threaded connecting piece (20). The threaded connecting piece (20) comprises two groups of upper and lower arranged hexagonal nuts (21). The threaded holes of the hexagonal nuts (21) in each group of threaded connecting pieces (20) are coaxially arranged. A preset gap (201) is formed between the two groups of upper and lower arranged hexagonal nuts (21).

2. The quick-release die for a shear slot of a steel column base according to claim 1, characterized by, The hexagonal nuts (21) are welded on the side wall (102). The arrangement position (104) is welded with a welded connecting block (210). The radial welded connection of the hexagonal nut (21) is on the welded connecting block (210).

3. The quick-release die for a shear slot of a steel column base according to claim 2, characterized by, The length and width of the bottom surface (101) and the side wall (102) are the same.

4. The quick-release die for a shear slot of a steel column base according to claim 2, characterized by, The maximum length of the screw rod of the single-end bolt (30) is 1 / 2 of the height of the side wall (102). The bottom surface (101) and the side wall (102) are made of a steel plate with a thickness of 3 mm.

5. The quick-release shear key mold for a steel column base of claim 1, wherein, The bottom surface (101) is provided with a positioning threaded hole (11), and a positioning bolt (12) is screwed on the positioning threaded hole (11).

6. The quick-release die for a shear slot of a steel column base according to claim 5, wherein ​ 7. The quick-release shear key mold for a steel column base of claim 1, wherein, ​ 8. The quick-release die for a shear slot of a steel column base according to any one of claims 1 to 7, characterized in that, ​

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