Frame square column formwork reinforcing structure

Abstract

The utility model discloses a framework square column formwork reinforcing structure, and relates to the technical field of building construction, the framework square column formwork reinforcing structure comprises a plurality of formworks, the number of the formworks is four, the four formworks define a space used for pouring a concrete framework square column, and reinforcing mechanisms used for positioning and fixing the formworks are arranged on the peripheries of the four formworks. Under the matching action of the first steel type clamp and the like, the first steel type clamp, the second steel type clamp, the third steel type clamp and the fourth steel type clamp are installed on the formwork, then the corresponding inserting rods are inserted into the corresponding inserting holes, and therefore the two corresponding nuts are rotationally installed on the two corresponding threads; and therefore, the first steel type clamp, the second steel type clamp, the third steel type clamp and the fourth steel type clamp can be connected and fixed with one another, the assembling operation is convenient and fast, the efficiency is high, later-period dismantling is also convenient, and the construction period is shortened.

Description

Technical Field

[0001] The present application relates to the technical field of building construction, and in particular to a frame square column formwork reinforcement structure. Background Art

[0002] The main structure of a building can be divided into three types according to its form: shear wall, frame and simplified structure. It can be divided into floor slab, column, beam roof and wall according to different sub-projects. It can also be divided into civil building main body, commercial building main body and public building main body according to different uses of construction projects. However, no matter which classification method is used, the main function of the main body of the building in actual use is to transmit, bear and accept the upper load, and to achieve the safety, stability and integrity of the upper structure together with the foundation. At the same time, the quality should be grasped and controlled during the construction process. Only in this way can the safety of the building and the stability of the basic structure be guaranteed.

[0003] At present, most square column formwork in frame structures is reinforced with wood, steel pipes and tension bolts. The operation is complicated and the construction efficiency is low. It is not suitable for projects with tight construction schedules. In addition, the bolt holes need to be processed after pouring, which not only increases costs but also is not conducive to quality control. Utility Model Content

[0004] The purpose of the utility model is to solve or at least alleviate the problems existing in the prior art.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a frame square column template reinforcement structure, comprising a plurality of templates, wherein the templates are provided with four, and the four templates enclose a space for pouring concrete frame square columns, and the four templates are provided with reinforcement mechanisms for positioning and fixing the templates around them;

[0006] The reinforcement mechanism includes a first steel clamp, a second steel clamp, a third steel clamp and a fourth steel clamp located on the outside of the four templates, and the adjacent tops of the first steel clamp, the second steel clamp, the third steel clamp and the fourth steel clamp are fixedly installed with mounting ears, and the outer walls of one side of the two mounting ears are provided with the same plug hole, and an insertion rod is slidably installed in the insertion hole, and the outer surfaces on both sides of the insertion rod are provided with threads, and nuts are screwed on the two threads.

[0007] By adopting the above technical scheme, firstly, a plurality of templates are installed on the square columns of the concrete frame, and then the first steel clamp, the second steel clamp, the third steel clamp and the fourth steel clamp are installed on the templates, and then the corresponding plug rods are inserted into the corresponding sockets, so that the corresponding two nuts are rotated and installed on the corresponding two threads, thereby completing the connection and fixation between the first steel clamp, the second steel clamp, the third steel clamp and the fourth steel clamp. The assembly operation is convenient, fast, efficient, and convenient for later dismantling, saving construction time.

[0008] Optionally, the first steel clamp, the second steel clamp, the third steel clamp and the fourth steel clamp are all in a right-angle shape and form a square frame.

[0009] By adopting the above technical solution, the first steel clamp, the second steel clamp, the third steel clamp and the fourth steel clamp are all arranged in a right-angle shape to form a square frame, thereby facilitating a close fit of the template.

[0010] Optionally, a second installation groove is formed on one side outer wall of the first steel clamp and the third steel clamp, and a second adjustment plate is slidably installed in the two second installation grooves. The two second adjustment plates are fixedly connected to the second steel clamp and the fourth steel clamp respectively.

[0011] By adopting the above technical solution, the second mounting groove is provided so that the second adjustment plate can be slidably installed therein.

[0012] Optionally, a first installation groove is opened on the outer wall of one side of the third steel clamp and the fourth steel clamp, and a first adjustment plate is slidably installed in the two first installation grooves, and the two first adjustment plates are fixedly connected to one side of the first steel clamp and the second steel clamp respectively.

[0013] By adopting the above technical scheme, the first installation groove is provided so that the first adjustment plate can be slidably installed inside, and the length and width between the first steel clamp, the second steel clamp, the third steel clamp and the fourth steel clamp can be adjusted by pulling the first adjustment plate and the second adjustment plate, thereby facilitating the size adjustability thereof and meeting the cross-sectional size requirements of most square columns. For different floor heights, the clamp spacing can be obtained by calculation, which can effectively control the quality of the square column and prevent leakage and mold expansion, thereby ensuring better verticality, flatness and better cylindrical appearance.

[0014] Optionally, the first adjustment plate and the second adjustment plate are both smaller than the lengths of the first steel clamp, the second steel clamp, the third steel clamp and the fourth steel clamp.

[0015] By adopting the above technical solution, the first adjustment plate and the second adjustment plate are both set to be smaller than the lengths of the first steel clamp, the second steel clamp, the third steel clamp and the fourth steel clamp, so that movement interference will not occur.

[0016] Optionally, a first threaded hole is formed on one outer wall of the first steel clamp and the third steel clamp, and a first fixing bolt is screwed into the two first threaded holes, and one end of the two first fixing bolts is in contact with two second adjustment plates.

[0017] By adopting the above technical solution, the position of the second adjustment plate can be fixed and limited by rotating the first fixing bolt.

[0018] Optionally, the outer walls of the other side of the second steel clamp and the third steel clamp are each provided with a second threaded hole, and a second fixing bolt is screwed into each of the two second threaded holes, and the two second fixing bolts are in contact with the two first adjustment plates.

[0019] By adopting the above technical solution, the position of the first adjustment plate can be fixed and limited by rotating the second fixing bolt.

[0020] Optionally, the first installation slot, the first adjustment plate, the second installation slot, and the second adjustment plate are all embedded in each other.

[0021] By adopting the above technical solution, the first installation groove, the first adjustment plate, the second installation groove, and the second adjustment plate are all arranged to be embedded with each other, so that stretching and expansion can be performed.

[0022] In summary, the beneficial effects of this application are as follows:

[0023] 1. The new type of the present application adopts the cooperation of the first steel clamp, etc., by installing the first steel clamp, the second steel clamp, the third steel clamp and the fourth steel clamp on the template, and then inserting the corresponding plug rod into the corresponding plug hole, so that the corresponding two nuts are rotated and installed on the corresponding two threads, and then the first steel clamp, the second steel clamp, the third steel clamp and the fourth steel clamp can be connected and fixed to each other. The assembly operation is convenient, fast, efficient, and convenient to dismantle later, saving construction time.

[0024] 2. The new type of the present application adopts the cooperation of the first adjustment plate, etc., by pulling the first adjustment plate and the second adjustment plate, the length and width between the first steel clamp, the second steel clamp, the third steel clamp and the fourth steel clamp can be adjusted, which is beneficial to its size adjustability and can meet most square column cross-sectional size requirements. For different floor heights, the clamp spacing is obtained by calculation, which can effectively control the quality of the square column and prevent leakage and mold expansion, thereby ensuring better verticality, flatness, and better column appearance. BRIEF DESCRIPTION OF THE DRAWINGS

[0025] Figure 1 It is a schematic diagram of the entire application;

[0026] Figure 2 It is a schematic diagram of the first steel clamp of the present application;

[0027] Figure 3 It is a schematic diagram of the rod insertion in this application.

[0028] Explanation of the accompanying drawings: In the figure: 1, concrete frame square column; 2, formwork; 4, first steel clamp; 5, second steel clamp; 6, third steel clamp; 7, fourth steel clamp; 8, first mounting groove; 9, first adjustment plate; 10, second mounting groove; 11, second adjustment plate; 12, first threaded hole; 13, first fixing bolt; 14, second threaded hole; 15, second fixing bolt; 16, mounting ear; 17, socket; 18, plug rod; 19, thread; 20, nut. DETAILED DESCRIPTION

[0029] The following is combined with Figure 1-3 This application is described in further detail.

[0030] See also Figure 1-3 A frame square column formwork reinforcement structure includes a plurality of formworks 2, wherein four formworks 2 are provided, and the four formworks 2 enclose a space for pouring concrete frame square columns 1. Reinforcement mechanisms for positioning and fixing the formworks 2 are provided around the four formworks 2; by setting the reinforcement mechanisms, the fixing effect of the formworks 2 can be enhanced.

[0031] Among them, the reinforcement mechanism includes a first steel clamp 4, a second steel clamp 5, a third steel clamp 6 and a fourth steel clamp 7 located on the outside of the four templates 2. The adjacent tops of the first steel clamp 4, the second steel clamp 5, the third steel clamp 6 and the fourth steel clamp 7 are fixedly installed with mounting ears 16. The mounting ears 16 are provided to facilitate connection and fixation. The outer walls of one side of the two mounting ears 16 are provided with the same socket 17. The socket 17 is provided to facilitate installation. An insertion rod 18 is slidably installed in the socket 17, and the outer surfaces of both sides of the insertion rod 18 are provided with threads 19, and nuts 20 are screwed on the two threads 19.

[0032] When in use, first install multiple templates 2 on the concrete frame square column 1, then install the first steel clamp 4, the second steel clamp 5, the third steel clamp 6 and the fourth steel clamp 7 on the template 2, and then insert the corresponding plug rod 18 into the corresponding socket 17, so that the corresponding two nuts 20 are rotated and installed on the corresponding two threads 19, and then the first steel clamp 4, the second steel clamp 5, the third steel clamp 6 and the fourth steel clamp 7 can be connected and fixed to each other. The assembly operation is convenient, fast, efficient, and convenient to dismantle later, saving construction time.

[0033] Reference Figure 1 and Figure 2 The first steel clamp 4, the second steel clamp 5, the third steel clamp 6 and the fourth steel clamp 7 are all in a right-angle shape and form a square frame. By setting the first steel clamp 4, the second steel clamp 5, the third steel clamp 6 and the fourth steel clamp 7 are all in a right-angle shape and form a square frame, it is convenient to fit the template 2 tightly.

[0034] Reference Figure 1 and Figure 2 The outer wall of one side of the first steel clamp 4 and the third steel clamp 6 is provided with a second installation groove 10, and the second adjustment plates 11 are slidably installed in the two second installation grooves 10. The two second adjustment plates 11 are respectively fixedly connected to the second steel clamp 5 and the fourth steel clamp 7. By providing the second installation groove 10, the second adjustment plates 11 can be slidably installed therein.

[0035] Reference Figure 2 , the outer wall of one side of the third steel clamp 6 and the fourth steel clamp 7 is provided with a first installation groove 8, and the first adjustment plates 9 are slidably installed in the two first installation grooves 8, and the two first adjustment plates 9 are fixedly connected to one side of the first steel clamp 4 and the second steel clamp 5 respectively. By setting the first installation groove 8, the first adjustment plate 9 can be slidably installed inside, and by pulling the first adjustment plate 9 and the second adjustment plate 11, the length and width between the first steel clamp 4, the second steel clamp 5, the third steel clamp 6 and the fourth steel clamp 7 can be adjusted, which is beneficial to its size adjustability and can meet the cross-sectional size requirements of most square columns. For different floor heights, the clamp spacing is obtained by calculation, which can effectively control the quality of the square column and prevent leakage and mold expansion, thereby ensuring better verticality, flatness, and better cylindrical appearance.

[0036] Reference Figure 1 and Figure 2, the first adjustment plate 9 and the second adjustment plate 11 are both smaller than the lengths of the first steel clamp 4, the second steel clamp 5, the third steel clamp 6 and the fourth steel clamp 7. By setting the first adjustment plate 9 and the second adjustment plate 11 to be smaller than the lengths of the first steel clamp 4, the second steel clamp 5, the third steel clamp 6 and the fourth steel clamp 7, the motion interference phenomenon will not occur.

[0037] Reference Figure 2 The first steel clamp 4 and the third steel clamp 6 are each provided with a first threaded hole 12 on one side of the outer wall, and the first fixing bolts 13 are screwed into the two first threaded holes 12, and one end of the two first fixing bolts 13 is in contact with the two second adjustment plates 11. By rotating the first fixing bolts 13, the position of the second adjustment plate 11 can be fixed and limited.

[0038] Reference Figure 2 The second steel clamp 5 and the third steel clamp 6 are provided with second threaded holes 14 on the other side of the outer wall, and the second fixing bolts 15 are screwed into the two second threaded holes 14, and the two second fixing bolts 15 are in contact with the two first adjustment plates 9. By rotating the second fixing bolts 15, the position of the first adjustment plate 9 can be fixed and limited.

[0039] Reference Figure 2 The first mounting groove 8, the first adjustment plate 9, the second mounting groove 10, and the second adjustment plate 11 are all interlocked. By setting the first mounting groove 8, the first adjustment plate 9, the second mounting groove 10, and the second adjustment plate 11 to be interlocked with each other, stretching and retraction can be performed.

[0040] The implementation principle of the present application is as follows: when in use, firstly, a plurality of templates 2 are installed on the concrete frame square column 1, and then the first steel clamp 4, the second steel clamp 5, the third steel clamp 6 and the fourth steel clamp 7 are installed on the template 2, and then the corresponding insertion rod 18 is inserted into the corresponding insertion hole 17, so that the corresponding two nuts 20 are rotated and installed on the corresponding two threads 19, and then the first steel clamp 4, the second steel clamp 5, the third steel clamp 6 and the fourth steel clamp 7 can be connected and fixed to each other, and the assembly operation is convenient, fast, efficient, and convenient to dismantle later, saving construction time;

[0041] By pulling the first adjustment plate 9 and the second adjustment plate 11, the length and width between the first steel clamp 4, the second steel clamp 5, the third steel clamp 6 and the fourth steel clamp 7 can be adjusted, which is beneficial to the size adjustability and can meet the cross-sectional size requirements of most square columns. For different floor heights, the clamp spacing is obtained by calculation, which can effectively control the quality of the square column and prevent leakage and mold expansion, thereby ensuring better verticality, flatness and better cylindrical appearance.

[0042] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A frame square column formwork reinforcement structure, comprising a plurality of formworks (2), characterized in that: Four templates (2) are provided, and the four templates (2) enclose a space for pouring the concrete frame square column (1), and reinforcement mechanisms for positioning and fixing the templates (2) are provided around the four templates (2); The reinforcement mechanism comprises a first steel clamp (4), a second steel clamp (5), a third steel clamp (6) and a fourth steel clamp (7) located outside the four templates (2); the first steel clamp (4), the second steel clamp (5), the third steel clamp (6) and the fourth steel clamp (7) are fixedly mounted with mounting ears (16) at adjacent tops; the outer walls of one side of the two mounting ears (16) are provided with a same insertion hole (17); an insertion rod (18) is slidably mounted in the insertion hole (17); and the outer surfaces of both sides of the insertion rod (18) are provided with threads (19); and nuts (20) are screwed onto the two threads (19).

2. A frame square column formwork reinforcement structure according to claim 1, characterized in that: The first steel clamp (4), the second steel clamp (5), the third steel clamp (6) and the fourth steel clamp (7) are all in a right-angle shape and form a square frame.

3. A frame square column formwork reinforcement structure according to claim 2, characterized in that: A second mounting groove (10) is provided on one side outer wall of the first steel clamp (4) and the third steel clamp (6), and a second adjustment plate (11) is slidably mounted in each of the two second mounting grooves (10). The two second adjustment plates (11) are fixedly connected to the second steel clamp (5) and the fourth steel clamp (7), respectively.

4. A frame square column formwork reinforcement structure according to claim 3, characterized in that: A first mounting groove (8) is provided on one side outer wall of the third steel clamp (6) and the fourth steel clamp (7), and a first adjustment plate (9) is slidably mounted in each of the two first mounting grooves (8). The two first adjustment plates (9) are respectively fixedly connected to one side of the first steel clamp (4) and the second steel clamp (5).

5. A frame square column formwork reinforcement structure according to claim 4, characterized in that: The first adjustment plate (9) and the second adjustment plate (11) are both shorter than the lengths of the first steel clamp (4), the second steel clamp (5), the third steel clamp (6) and the fourth steel clamp (7).

6. A frame square column formwork reinforcement structure according to claim 5, characterized in that: A first threaded hole (12) is provided on one side outer wall of the first steel clamp (4) and the third steel clamp (6), and a first fixing bolt (13) is screwed into each of the two first threaded holes (12), and one end of each of the two first fixing bolts (13) is in contact with the two second adjustment plates (11).

7. A frame square column formwork reinforcement structure according to claim 6, characterized in that: The second steel clamp (5) and the third steel clamp (6) are each provided with a second threaded hole (14) on the other side of the outer wall, and the two second threaded holes (14) are each threaded with a second fixing bolt (15), and the two second fixing bolts (15) are each in contact with the two first adjustment plates (9).

8. A frame square column formwork reinforcement structure according to claim 7, characterized in that: The first mounting groove (8), the first adjustment plate (9) and the second mounting groove (10), the second adjustment plate (11) are all arranged to fit in with each other.

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