Foundation mold for concrete equipment

Abstract

The utility model discloses a concrete equipment foundation mould, which comprises a lower mould, an upper mould, a bottom support system and a top support system, both the lower mould and the upper mould are cylindrical aluminum moulds, the lower mould comprises four lower corner templates, a plurality of lower side templates are connected between every two adjacent lower corner templates, and a plurality of lower side templates are connected between every two adjacent lower corner templates. An arc chamfer is arranged at the inner corner of the lower corner template; the upper mold comprises four upper corner mold plates, a plurality of upper side mold plates are connected between every two adjacent upper corner mold plates, arc chamfers are arranged at the inner corners of the upper corner mold plates, and chamfer sections are arranged at the tops of the inner sides of the upper corner mold plates and the upper side mold plates. The mold is reasonable in structural design, the lower mold is formed by connecting the lower side mold plates and the four lower corner mold plates together, the upper mold is formed by connecting the upper side mold plates and the four upper corner mold plates together, the forming quality of an equipment foundation can be effectively improved, construction is facilitated, and turnover use of the mold is facilitated.

Description

Technical Field

[0001] The utility model belongs to the technical field of building moulds, and in particular relates to a concrete equipment foundation mould. Background Art

[0002] Many outdoor equipment uses poured concrete as its foundation, such as the roots of transmission poles or transmission towers, which usually use concrete foundations to improve their stability.

[0003] Since the concrete foundation is formed by pouring, the shape of the concrete foundation depends on the mold used for pouring. The commonly used molds in the prior art are wooden molds and steel molds. When the wooden mold is used to support the equipment foundation and then pour concrete, a large amount of wooden mold matching is required. When constructing equipment foundations of different sizes over a large area, a large amount of cutting is required, which not only causes material waste, but is also not environmentally friendly. When the traditional steel mold is used to pour the equipment foundation, it is difficult to form the chamfers on the sides and top of the equipment foundation. At the same time, the traditional steel mold lacks turnover.

[0004] Therefore, it is necessary to propose a concrete equipment foundation mold which can form the edge chamfers of the side and top of the equipment foundation and is easy to turn around. Utility Model Content

[0005] The technical problem to be solved by the utility model is to provide a concrete equipment foundation mold in view of the deficiencies in the above-mentioned prior art. The mold has a reasonable structural design. A lower mold is formed by connecting a plurality of lower side molds and four lower corner molds together, and an upper mold is formed by connecting a plurality of upper side molds and four upper corner molds together. The molding quality of the equipment foundation is effectively improved, the construction is convenient, and the turnover use of the mold is convenient.

[0006] In order to solve the above technical problems, the technical solution adopted by the utility model is: a concrete equipment foundation mold, characterized in that it includes a lower mold, an upper mold, a bottom support system for supporting the lower mold and a top support system for supporting the upper mold, the lower mold and the upper mold are both cylindrical aluminum molds with rectangular cross-sections, the lower mold includes four lower corner templates respectively located at the four corners of the equipment foundation, a plurality of lower side templates are connected between each adjacent two lower corner templates, and the inner corners of the lower corner templates are provided with arc chamfers; the upper mold includes four upper corner templates respectively connected to the upper parts of the four lower corner templates, a plurality of upper side templates are connected between each adjacent two upper corner templates, the number of the upper side templates is equal to the number of the lower side templates and corresponds one to one, the upper side template is connected to the top of the corresponding lower side template, the inner corner of the upper corner template is provided with arc chamfers, and the inner tops of the upper corner templates and the upper side templates are both provided with chamfer sections;

[0007] The bottom support system includes a plurality of oblique supports respectively supported on the outside of the lower mold, and the top support system includes a column hoop assembly hooped on the outside of the upper mold and oblique reinforcing rods for reinforcing the four corners of the column hoop assembly.

[0008] The above-mentioned concrete equipment foundation mold is characterized in that the lower corner formwork and the lower side formwork, the upper corner formwork and the upper side formwork, the lower corner formwork and the upper corner formwork, the lower side formwork and the upper side formwork, the two adjacent lower side formworks, and the two adjacent upper side formworks are all connected by bolts.

[0009] The above-mentioned concrete equipment foundation mold is characterized in that: the top and bottom of the lower corner formwork, the upper corner formwork, the lower side formwork and the upper side formwork are all provided with horizontal connecting ribs, and the two ends of the lower corner formwork, the upper corner formwork, the lower side formwork and the upper side formwork are all provided with vertical connecting ribs.

[0010] The above-mentioned concrete equipment foundation mold is characterized in that: a plurality of anchors for installing diagonal braces are anchored on the ground around the lower mold, the lower ends of the diagonal braces are connected to the anchors by bolts, and the upper ends of the diagonal braces are connected to the vertical connecting ribs by bolts.

[0011] The above-mentioned concrete equipment foundation mold is characterized in that: the column hoop assembly includes two transverse reinforcement rods respectively arranged close to the front and rear sides of the upper mold and two longitudinal reinforcement rods respectively arranged close to the left and right sides of the upper mold, one end of the oblique reinforcement rod is connected to the upper part of the transverse reinforcement rod by bolts, and the other end of the oblique reinforcement rod is connected to the upper part of the longitudinal reinforcement rod by bolts.

[0012] The above-mentioned concrete equipment foundation mold is characterized in that: the upper mold is provided with a plurality of longitudinal stiffening ribs along its length direction, and the two ends of the longitudinal stiffening ribs are respectively connected to the two upper side molds on both sides of the upper mold by bolts.

[0013] Compared with the prior art, the utility model has the following advantages:

[0014] 1. The utility model sets an upper mold on the lower mold as the mold of the equipment foundation, and sets chamfered sections on the inner top of the upper corner template and the upper side template. For equipment foundations of different heights, only the lower mold of the corresponding height needs to be adapted, and the upper mold can be used in a turnover manner, which has a wide range of applications.

[0015] 2. The utility model solves the problem that the traditional wooden template needs secondary plastering and painting by making the lower mold and the upper mold into cylindrical aluminum molds, which can effectively improve the molding quality of the equipment foundation.

[0016] 3. The utility model forms a lower mold by connecting a plurality of lower side molds and four lower corner molds, and forms an upper mold by connecting a plurality of upper side molds and four upper corner molds. The utility model can flexibly adjust the number of lower side molds and upper side molds according to the size of the equipment foundation to form equipment foundations of different sizes, thereby facilitating the turnover use of the mold.

[0017] 4. The utility model can form the edge chamfers of the equipment foundation at one time by arranging arc chamfers at the inner corners of the lower corner template and the inner corners of the upper corner template, which can effectively reduce construction costs and improve construction efficiency and construction quality.

[0018] To sum up, the utility model has a reasonable structural design. By connecting multiple lower side templates and four lower corner templates together to form a lower mold, and connecting multiple upper side templates and four upper corner templates together to form an upper mold, the molding quality of the equipment foundation can be effectively improved, the construction is convenient, and the turnover use of the mold is convenient.

[0019] The technical solution of the utility model is further described in detail below through the accompanying drawings and embodiments. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 It is a structural schematic diagram of the utility model.

[0021] Figure 2 It is a schematic diagram of the positional relationship between the lower mold and the upper mold of the utility model.

[0022] Figure 3 It is a schematic diagram of the positional relationship between the diagonal brace and the lower side formwork of the utility model;

[0023] Figure 4 It is a structural schematic diagram of the upper corner template of the utility model.

[0024] Description of reference numerals:

[0025] 1—lower corner formwork; 2—lower side formwork; 3—upper corner formwork;

[0026] 4—upper side formwork; 5—chamfered section; 6—horizontal connecting rib;

[0027] 7—vertical connecting rib; 8—diagonal brace; 9—anchor;

[0028] 10—diagonal reinforcement rod; 11—transverse reinforcement rod; 12—longitudinal reinforcement rod;

[0029] 13—Longitudinal stiffening ribs. DETAILED DESCRIPTION

[0030] like Figures 1 to 4 As shown, the utility model includes a lower mold, an upper mold, a bottom support system for supporting the lower mold and a top support system for supporting the upper mold, the lower mold and the upper mold are both cylindrical aluminum molds with rectangular cross-sections, the lower mold includes four lower corner mold plates 1 respectively located at the four corners of the equipment foundation, a plurality of lower side mold plates 2 are connected between each two adjacent lower corner mold plates 1, and the inner corners of the lower corner mold plates 1 are provided with arc chamfers; the upper mold includes four upper corner mold plates 3 respectively connected to the upper parts of the four lower corner mold plates 1, a plurality of upper side mold plates 4 are connected between each two adjacent upper corner mold plates 3, the number of the upper side mold plates 4 is equal to the number of the lower side mold plates 2 and corresponds one to one, the upper side mold plates 4 are connected to the top of the corresponding lower side mold plates 2, the inner corners of the upper corner mold plates 3 are provided with arc chamfers, and the inner tops of the upper corner mold plates 3 and the upper side mold plates 4 are provided with chamfer sections 5;

[0031] The bottom support system includes a plurality of diagonal braces 8 respectively supported on the outside of the lower mold, and the top support system includes a column hoop assembly hooped outside the upper mold and diagonal reinforcing rods 10 for reinforcing the four corners of the column hoop assembly.

[0032] In actual use, an upper mold is set on the lower mold as the mold of the equipment foundation, and chamfering sections 5 are set on the inner top of the upper corner template 3 and the upper side template 4. For equipment foundations of different heights, only the lower mold of the corresponding height needs to be adapted, and the upper mold can be used in rotation, which has a wide range of applications.

[0033] It should be noted that by making both the lower mold and the upper mold cylindrical aluminum molds, the problem of traditional wooden molds requiring secondary plastering and painting is solved, which can effectively improve the molding quality of the equipment foundation.

[0034] During specific implementation, a lower mold is formed by connecting multiple lower side molds 2 and four lower corner molds 1 together, and an upper mold is formed by connecting multiple upper side molds 4 and four upper corner molds 3 together. The number of lower side molds 2 and upper side molds 4 can be flexibly adjusted according to the size of the equipment foundation to form equipment foundations of different sizes, thereby facilitating the turnover of the mold.

[0035] It should be noted that by providing arc chamfers at the inner corners of the lower corner template 1 and the inner corners of the upper corner template 3, the edge chamfers of the equipment foundation can be formed in one step, which can effectively reduce construction costs and improve construction efficiency and quality.

[0036] During specific implementation, the arrangement of the diagonal brace 8 and the column hoop assembly can effectively ensure the reliability of the mold support of the lower mold and the upper mold, thereby ensuring the molding quality of the equipment foundation.

[0037] In this embodiment, the lower corner formwork 1 and the lower side formwork 2, the upper corner formwork 3 and the upper side formwork 4, the lower corner formwork 1 and the upper corner formwork 3, the lower side formwork 2 and the upper side formwork 4, two adjacent lower side formworks 2, and two adjacent upper side formworks 4 are all connected by bolts.

[0038] In actual use, the templates are connected by bolts to facilitate installation and disassembly.

[0039] like Figure 2 and Figure 3 As shown, in this embodiment, the top and bottom of the lower corner formwork 1, the upper corner formwork 3, the lower side formwork 2 and the upper side formwork 4 are provided with horizontal connecting ribs 6, and the two ends of the lower corner formwork 1, the upper corner formwork 3, the lower side formwork 2 and the upper side formwork 4 are provided with vertical connecting ribs 7.

[0040] In actual use, the arrangement of the horizontal connecting ribs 6 and the vertical connecting ribs 7 can not only facilitate bolt connection, but also serve as stiffening ribs to ensure the structural strength of the mold.

[0041] like Figure 1 and Figure 3 As shown, in this embodiment, a plurality of anchors 9 for installing the diagonal braces 8 are anchored on the ground around the lower mold, the lower ends of the diagonal braces 8 are connected to the anchors 9 by bolts, and the upper ends of the diagonal braces 8 are connected to the vertical connecting ribs 7 by bolts.

[0042] In actual use, the anchoring member 9 includes an anchoring steel plate and a connecting column fixed on the anchoring steel plate.

[0043] During specific implementation, a diagonal brace 8 is provided at the connection between each two adjacent lower side formworks 2 and at the connection between the lower corner formwork 1 and the lower side formwork 2 .

[0044] In specific implementation, when the size of the equipment foundation is large, a horizontal brace can be set at the bottom of the diagonal brace 8, one end of the horizontal brace is connected to the anchor 9 by bolts, and the other end of the horizontal brace is connected to the vertical connecting rib 7 by bolts.

[0045] like Figure 1As shown, in this embodiment, the column hoop assembly includes two transverse reinforcement rods 11 respectively arranged close to the front and rear sides of the upper mold and two longitudinal reinforcement rods 12 respectively arranged close to the left and right sides of the upper mold, one end of the oblique reinforcement rod 10 is connected to the upper part of the transverse reinforcement rod 11 by bolts, and the other end of the oblique reinforcement rod 10 is connected to the upper part of the longitudinal reinforcement rod 12 by bolts.

[0046] In actual use, the two longitudinal reinforcement rods 12 are closely arranged between the two transverse reinforcement rods 11. When the basic size of the equipment changes, the longitudinal reinforcement rods 12 and the transverse reinforcement rods 11 of corresponding lengths are replaced. The longitudinal reinforcement rods 12 and the transverse reinforcement rods 11 can also use telescopic rods.

[0047] like Figure 1 As shown, in this embodiment, the upper mold is provided with a plurality of longitudinal stiffening ribs 13 along its length direction, and both ends of the longitudinal stiffening ribs 13 are respectively connected to the two upper side mold plates 4 on both sides of the upper mold by bolts.

[0048] In actual use, the longitudinal stiffening ribs 13 and the oblique reinforcing rods 10 are arranged close to the upper surface of the upper mold, and the longitudinal stiffening ribs 13 are connected to the horizontal connecting ribs 6 on the top of the upper side mold 4 by bolts.

[0049] When the utility model is actually used, the sizes of the lower corner formwork 1 and the lower side formwork 2 are determined according to the size of the equipment foundation, and the number of the lower side formwork 2 and the upper side formwork 4 is determined, the lower mold is assembled, the lower mold is placed in the set position, and then the lower mold is supported by multiple diagonal braces 8, the steel cage is tied and hoisted into the lower mold, the upper mold is assembled on the lower mold by bolts, the upper mold is supported by the column hoop assembly, the longitudinal stiffening ribs 13 and the diagonal reinforcing rods 10, and the foundation of the concrete molding equipment is poured.

[0050] The above is only a preferred embodiment of the present invention and does not constitute any limitation to the present invention. Any simple modification, change and equivalent structural change made to the above embodiments according to the technical essence of the present invention shall still fall within the protection scope of the technical solution of the present invention.

Claims

1. A concrete equipment foundation mold, characterized in that: The invention comprises a lower mold, an upper mold, a bottom support system for supporting the lower mold and a top support system for supporting the upper mold. The lower mold and the upper mold are both cylindrical aluminum molds with rectangular cross-sections. The lower mold comprises four lower corner mold plates (1) respectively located at the four corners of the equipment base. A plurality of lower side mold plates (2) are connected between each two adjacent lower corner mold plates (1). The inner corners of the lower corner mold plates (1) are provided with arc chamfers. The upper mold comprises four lower corner mold plates (1) respectively connected at the bottom of the mold. The upper corner templates (3) on the upper part of the four lower corner templates (1) are connected to a plurality of upper side templates (4) between each two adjacent upper corner templates (3), the number of the upper side templates (4) is equal to the number of the lower side templates (2) and corresponds one to one, the upper side template (4) is connected to the top of the corresponding lower side template (2), the inner corner of the upper corner template (3) is provided with an arc chamfer, and the inner top of the upper corner template (3) and the upper side template (4) are both provided with a chamfer section (5); The bottom support system includes a plurality of diagonal braces (8) respectively supported on the outside of the lower mold, and the top support system includes a column hoop assembly hooped outside the upper mold and diagonal reinforcing rods (10) for reinforcing the four corners of the column hoop assembly.

2. A concrete equipment foundation mold according to claim 1, characterized in that: The lower corner formwork (1) and the lower side formwork (2), the upper corner formwork (3) and the upper side formwork (4), the lower corner formwork (1) and the upper corner formwork (3), the lower side formwork (2) and the upper side formwork (4), two adjacent lower side formworks (2), and two adjacent upper side formworks (4) are all connected by bolts.

3. A concrete equipment foundation mold according to claim 1, characterized in that: The top and bottom of the lower corner formwork (1), the upper corner formwork (3), the lower side formwork (2) and the upper side formwork (4) are all provided with horizontal connecting ribs (6), and the two ends of the lower corner formwork (1), the upper corner formwork (3), the lower side formwork (2) and the upper side formwork (4) are all provided with vertical connecting ribs (7).

4. A concrete equipment foundation mold according to claim 3, characterized in that: A plurality of anchors (9) for installing the diagonal braces (8) are anchored on the ground around the lower mold, the lower end of the diagonal brace (8) is connected to the anchor (9) by bolts, and the upper end of the diagonal brace (8) is connected to the vertical connecting rib (7) by bolts.

5. A concrete equipment foundation mold according to claim 1, characterized in that: The column hoop assembly comprises two transverse reinforcement rods (11) respectively arranged close to the front and rear sides of the upper mold and two longitudinal reinforcement rods (12) respectively arranged close to the left and right sides of the upper mold, one end of the oblique reinforcement rod (10) is connected to the upper part of the transverse reinforcement rod (11) by bolts, and the other end of the oblique reinforcement rod (10) is connected to the upper part of the longitudinal reinforcement rod (12) by bolts.

6. A concrete equipment foundation mold according to claim 1, characterized in that: The upper mold is provided with a plurality of longitudinal stiffening ribs (13) along its length direction, and two ends of the longitudinal stiffening ribs (13) are respectively connected to two upper side mold plates (4) on both sides of the upper mold by bolts.

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