WO2017215554A1 - 一种新型整体铸钢铸造底座 - Google Patents

一种新型整体铸钢铸造底座 Download PDF

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Publication number
WO2017215554A1
WO2017215554A1 PCT/CN2017/087904 CN2017087904W WO2017215554A1 WO 2017215554 A1 WO2017215554 A1 WO 2017215554A1 CN 2017087904 W CN2017087904 W CN 2017087904W WO 2017215554 A1 WO2017215554 A1 WO 2017215554A1
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WO
WIPO (PCT)
Prior art keywords
cast steel
integral cast
bottom plate
steel casting
casting base
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Application number
PCT/CN2017/087904
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English (en)
French (fr)
Inventor
陈步跃
陈军
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南通耀龙金属制造有限公司
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Application filed by 南通耀龙金属制造有限公司 filed Critical 南通耀龙金属制造有限公司
Publication of WO2017215554A1 publication Critical patent/WO2017215554A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
    • F16M13/00—Other supports for positioning apparatus or articles; Means for steadying hand-held apparatus or articles

Definitions

  • the utility model relates to a casting base, in particular to a novel integral cast steel casting base suitable for a 10-15 meter stainless steel flagpole and a light pole.
  • the base of the original flagpole and pole is welded by iron plate, which not only takes time and effort in the manufacturing process, but also has a certain influence on the strength and crack resistance of the welded iron plate, which leads to the instability of the base, which will seriously lead to The danger of collapse of the flagpole or pole is not high.
  • the purpose of the utility model is to solve the deficiencies in the prior art, and to provide an integral molding by using a casting process, thereby strengthening the tensile and crack resistance of the base, and at the same time, the positioning hole and the adjusting screw are combined, which is convenient. On-site installation, it can be generally applied to all kinds of stainless steel flagpoles, light poles fixed installation and use of new integrated cast steel casting base.
  • a novel integral cast steel casting base comprises an integrally formed bottom plate and a circular sleeve of a hollow structure, the circular sleeve is located at a center position of the bottom plate, and the bottom plate and The circular sleeve is further provided with a plurality of reinforcing ribs, and the bottom plate is further provided with a plurality of positioning holes and adjusting screws.
  • bottom plate and the circular sleeve are both made of 45 gauge steel.
  • the bottom plate has a thickness of 5-10 mm and a length and a width ranging from 200 to 350 mm.
  • the circular sleeve has a hole diameter of 150-200 mm, a thickness of 3-8 mm, and a height of 200-300 mm.
  • the number of the reinforcing ribs is not less than four, and is symmetrically distributed, and the thickness of the reinforcing rib is 3-5 mm.
  • the positioning hole adopts a waist-shaped hole structure, and has a length ranging from 45 to 60 mm and a width of 30 mm.
  • the distance between two adjacent positioning holes is 160-230 mm.
  • the adjusting screws are symmetrically distributed on the bottom plate and are spaced apart from the positioning holes.
  • a novel integral cast steel casting base according to the present invention is integrally molded by using a casting process, thereby strengthening the tensile and crack resistance of the base, and the combination of the positioning hole and the adjusting screw facilitates on-site installation. It can be generally applied to all kinds of stainless steel flagpoles and poles for fixed installation.
  • Figure 1 is a front view of the base of the present invention
  • Figure 2 is a side view of Figure 1;
  • FIG. 3 is a schematic structural view of another embodiment of the present invention.
  • a novel integral cast steel casting base as shown in Figures 1 and 2 comprising an integrally formed base plate 1 and a hollow structure a circular sleeve 2, the circular sleeve 2 is located at a central position of the bottom plate 1, and the bottom plate 1 is further provided with a plurality of reinforcing ribs 3 connected to the circular sleeve 2, and the bottom plate 1 is further A plurality of positioning holes 4 are provided.
  • bottom plate 1 and the circular sleeve 2 are both made of 45 steel, which greatly improves the strength of the integral base.
  • the bottom plate 1 has a thickness of 5-10 mm and a length and a width ranging from 200 to 350 mm, which improves the grip area of the base floor.
  • the circular sleeve 2 has a hole diameter of 150-200 mm, a thickness of 3-8 mm, and a height of 200-300 mm, so as to adapt to the use of different diameters of the light pole or the flagpole, and at the same time improve the joint strength.
  • the number of the reinforcing ribs 3 is not less than four, and is symmetrically distributed, and the reinforcing rib 3 has a thickness of 3-5 mm.
  • the positioning hole 4 adopts a waist-shaped hole structure and has a length ranging from 45 to 60 mm and a width of 30 mm.
  • the distance between two adjacent positioning holes is 160-230 mm.
  • the structure diagram of another new type of integrally cast steel casting base is similar to the above structure, except that the adjusting screw 5 is added, and the adjusting screw 5 and the positioning hole 4 are arranged one by one, thereby facilitating on-site installation. Also increases the accuracy of the installation.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Furnace Housings, Linings, Walls, And Ceilings (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

一种整体铸钢铸造底座，包括一体成型的底板（1）和中空结构的圆形套筒（2），圆形套筒（2）位于底板（1）的中心位置，底板（1）与圆形套筒（2）还设有若干加强筋（3）连接固定，底板（1）上还设有若干定位孔（4）和调节螺丝（5）。适用于不锈钢旗杆、灯杆的固定安装使用。

Description

一种新型整体铸钢铸造底座 技术领域
本实用新型涉及一种铸造底座，具体涉及一种适用于10-15米不锈钢旗杆、灯杆的新型整体铸钢铸造底座。
背景技术
原有的旗杆和灯杆的底座采用铁板焊接而成，不但制造过程费时费力，且焊接过的铁板在强度以及抗裂性能上收到一定的影响，从而导致底座不稳固，严重会导致旗杆或灯杆倒塌的危险，使用安全系数不高。
实用新型内容
实用新型目的：本实用新型的目的是为了解决现有技术中的不足，提供一种通过采用铸造工艺一体成型，从而加强了底座抗拉和抗裂性能，同时定位孔和调节螺丝相结合，方便了现场安装，可普遍适用于各类不锈钢旗杆、灯杆固定安装使用的新型整体铸钢铸造底座。
技术方案：本实用新型所述的一种新型整体铸钢铸造底座，包括一体成型的底板和中空结构的圆形套筒，所述圆形套筒位于所述底板的中心位置，所述底板与所述圆形套筒还设有若干加强筋连接固定，所述底板上还设有若干定位孔和调节螺丝。
进一步的，所述底板和圆形套筒均采用45号钢。
进一步的，所述底板的厚度为5-10mm，长度和宽度范围为200-350mm。
进一步的，所述圆形套筒的孔径为150-200mm，厚度为3-8mm，高度为200-300mm。
进一步的，所述加强筋的数量不少于四个，且对称分布，且该加强筋的厚度为3-5mm。
进一步的，所述定位孔采用腰形孔结构，且长度范围45-60mm，宽度为30mm。
进一步的，两相邻的定位孔之间的距离为160-230mm。
进一步的，调节螺丝对称分布在所述底板上，且与定位孔一一间隔设置。
有益效果：本实用新型所述的一种新型整体铸钢铸造底座，通过采用铸造工艺一体成型，从而加强了底座抗拉和抗裂性能，同时定位孔和调节螺丝相结合，方便了现场安装，可普遍适用于各类不锈钢旗杆、灯杆固定安装使用。
附图说明
图1为本实用新型底座的主视图；
图2为图1的侧视图；
图3为本实用新型另一个实施例的结构示意图。
具体实施方式
如图1和图2所示的一种新型整体铸钢铸造底座，包括一体成型的底板1和中空结构的 圆形套筒2，所述圆形套筒2位于所述底板1的中心位置，所述底板1与所述圆形套筒2还设有若干加强筋3连接固定，所述底板1上还设有若干定位孔4。
为了使底座更加稳固和便于安装，进一步优化：
进一步的，所述底板1和圆形套筒2均采用45号钢，大大提高整体底座的强度。
进一步的，所述底板1的厚度为5-10mm，长度和宽度范围为200-350mm，提高了底座地面的抓地面积。
进一步的，所述圆形套筒2的孔径为150-200mm，厚度为3-8mm，高度为200-300mm，以便适应不同管径灯杆或旗杆使用，同时提高连接强度。
进一步的，所述加强筋3的数量不少于四个，且对称分布，且该加强筋3的厚度为3-5mm。
进一步的，所述定位孔4采用腰形孔结构，且长度范围45-60mm，宽度为30mm。
进一步的，两相邻的定位孔之间的距离为160-230mm。
如图3所示的另一种新型整体铸钢铸造底座结构示意图，该底座与上述结构类似，只是增加了调节螺丝5，调节螺丝5与定位孔4一一对应相隔设置，从而方便了现场安装，也增加了安装的精确性。
以上所述，仅是本实用新型的较佳实施例而已，并非对本实用新型作任何形式上的限制，虽然本实用新型已以较佳实施例揭露如上，然而并非用以限定本实用新型，任何熟悉本专业的技术人员，在不脱离本实用新型技术方案范围内，当可利用上述揭示的技术内容作出些许更动或修饰为等同变化的等效实施例，但凡是未脱离本实用新型技术方案的内容，依据本实用新型的技术实质对以上实施例所作的任何简单修改、等同变化与修饰，均仍属于本实用新型技术方案的范围内。

Claims (8)

  1. 一种新型整体铸钢铸造底座，其特征在于：包括一体成型的底板(1)和中空结构的圆形套筒(2)，所述圆形套筒(2)位于所述底板(1)的中心位置，所述底板(1)与所述圆形套筒(2)还设有若干加强筋(3)连接固定，所述底板(1)上还设有若干定位孔(4)和调节螺丝(5)。
  2. 根据权利要求1所述的一种新型整体铸钢铸造底座，其特征在于：所述底板(1)和圆形套筒(2)均采用45号钢。
  3. 根据权利要求1所述的一种新型整体铸钢铸造底座，其特征在于：所述底板(1)的厚度为5-10mm，长度和宽度范围为200-350mm。
  4. 根据权利要求1所述的一种新型整体铸钢铸造底座，其特征在于：所述圆形套筒(2)的孔径为150-200mm，厚度为3-8mm，高度为200-300mm。
  5. 根据权利要求1所述的一种新型整体铸钢铸造底座，其特征在于：所述加强筋(3)的数量不少于四个，且对称分布，且该加强筋(3)的厚度为3-5mm。
  6. 根据权利要求1所述的一种新型整体铸钢铸造底座，其特征在于：所述定位孔(4)采用腰形孔结构，且长度范围45-60mm，宽度为30mm。
  7. 根据权利要求1所述的一种新型整体铸钢铸造底座，其特征在于：两相邻的定位孔之间的距离为160-230mm。
  8. 根据权利要求1所述的一种新型整体铸钢铸造底座，其特征在于：调节螺丝(5)对称分布在所述底板(1)上，且与定位孔(4)一一间隔设置。
PCT/CN2017/087904 2016-06-15 2017-06-12 一种新型整体铸钢铸造底座 WO2017215554A1 (zh)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110216264A (zh) * 2019-07-17 2019-09-10 大连亚明汽车部件股份有限公司 压铸模具的铸造底座

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN205805106U (zh) * 2016-06-15 2016-12-14 南通耀龙金属制造有限公司 一种新型整体铸钢铸造底座
CN112191728A (zh) * 2020-10-30 2021-01-08 驻马店佩奇实业有限公司 一种用于旋压机的仿形缸底座
CN112170604A (zh) * 2020-10-30 2021-01-05 驻马店佩奇实业有限公司 一种用于旋压机的机架

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004137780A (ja) * 2002-10-18 2004-05-13 Maruichi Steel Tube Ltd アンカーによる鋼管ポールの固定構造及び固定方法
KR100908802B1 (ko) * 2009-04-07 2009-07-22 서한전기공업(주) 지주의 기초구조물과 이로 제조된 지주기초 및 지주
CN203082472U (zh) * 2012-12-19 2013-07-24 邹小寒 用于设备支撑固定和安装调试的万向安装支架
CN204942924U (zh) * 2015-08-24 2016-01-06 南通耀龙金属制造有限公司 一种铝合金整体铸造底座
CN205805106U (zh) * 2016-06-15 2016-12-14 南通耀龙金属制造有限公司 一种新型整体铸钢铸造底座

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004137780A (ja) * 2002-10-18 2004-05-13 Maruichi Steel Tube Ltd アンカーによる鋼管ポールの固定構造及び固定方法
KR100908802B1 (ko) * 2009-04-07 2009-07-22 서한전기공업(주) 지주의 기초구조물과 이로 제조된 지주기초 및 지주
CN203082472U (zh) * 2012-12-19 2013-07-24 邹小寒 用于设备支撑固定和安装调试的万向安装支架
CN204942924U (zh) * 2015-08-24 2016-01-06 南通耀龙金属制造有限公司 一种铝合金整体铸造底座
CN205805106U (zh) * 2016-06-15 2016-12-14 南通耀龙金属制造有限公司 一种新型整体铸钢铸造底座

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110216264A (zh) * 2019-07-17 2019-09-10 大连亚明汽车部件股份有限公司 压铸模具的铸造底座

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