CN106088163A - Iron tower foundation protective cap special modular mold - Google Patents
Iron tower foundation protective cap special modular mold Download PDFInfo
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- CN106088163A CN106088163A CN201610437494.9A CN201610437494A CN106088163A CN 106088163 A CN106088163 A CN 106088163A CN 201610437494 A CN201610437494 A CN 201610437494A CN 106088163 A CN106088163 A CN 106088163A
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- lock
- iron tower
- tower foundation
- protective cap
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
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- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
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- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
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- Foundations (AREA)
Abstract
铁塔基础保护帽专用组合式模具,本发明属于电力输电线路建设领域,它为了解决现有铁塔基础保护帽模具一般为多块木工模板拼装,组装繁琐,工作效率低的问题。此铁塔基础保护帽专用组合式模具由结构相同的4个L形模具和4个连接锁组成,4个L形模具围成矩形框,围沿板设置在矩形框的边沿上,每个L形模具的壁板上设置有矩形锁扣,矩形锁扣的锁孔为“L”形,相邻两个L形模具上锁孔的水平锁孔部分相连通,而连接锁的锁板面为矩形,在矩形锁板面上设置的两个凸起的间距与相邻两个锁孔的垂直部分的间距相等,在锁板面的上端面焊有把手。本发明通过连接锁组合模具,能够方便、快捷完成组装,并且浇筑出的保护帽表面光洁,提高了施工质量。
The special combined mold for the iron tower foundation protection cap belongs to the field of electric power transmission line construction. It solves the problems that the existing iron tower foundation protection cap mold is usually assembled from a plurality of carpentry templates, which is cumbersome to assemble and low in work efficiency. This special combined mold for the iron tower foundation protection cap is composed of 4 L-shaped molds and 4 connection locks with the same structure. There is a rectangular lock on the wall plate of the mold, and the lock hole of the rectangular lock is "L" shape. The horizontal lock holes of the lock holes on two adjacent L-shaped molds are connected, and the lock plate surface of the connecting lock is rectangular. , the distance between the two protrusions arranged on the rectangular lock plate is equal to the distance between the vertical parts of two adjacent lock holes, and a handle is welded on the upper end of the lock plate. The invention can conveniently and quickly complete the assembly by connecting the lock combination mould, and the surface of the poured protective cap is smooth and clean, which improves the construction quality.
Description
技术领域technical field
本发明属于电力输电线路建设领域,具体涉及一种铁塔基础保护帽浇筑用组合式模具。The invention belongs to the field of electric power transmission line construction, and in particular relates to a combined mold for pouring iron tower foundation protection caps.
背景技术Background technique
铁塔基础保护帽是覆盖在铁塔地脚螺栓上的水泥浇筑块,对铁塔地脚螺栓起保护作用。基础保护帽模板为一个方形框架,作为基础保护帽的浇注模板。The iron tower foundation protection cap is a cement pouring block covering the iron tower anchor bolts, which protects the iron tower anchor bolts. The template of the basic protective cap is a square frame, which is used as the pouring template of the basic protective cap.
目前,随着电力建设快速发展,加之原有铁塔基础保护帽的破损,需要及时进行维修,因此现有涉及铁塔基础保护帽的施工越来越多,国网公司要求66千伏及以上的工程建设必须达标创优,施工工艺必须百分之百达标,但在工程建设涉及铁塔基础保护帽施工质量的技术措施略有滞后,现有铁塔基础保护帽模具为多块木工模板拼装,组装繁琐,工作效率低,浇筑出的铁塔基保护帽不规范,表面不平整、不光滑。At present, with the rapid development of electric power construction and the damage of the original tower foundation protection cap, timely repairs are required. Therefore, there are more and more constructions involving the tower foundation protection cap. The State Grid Corporation requires 66 kV and above projects The construction must meet the standards and create excellence, and the construction technology must be 100% up to the standard, but the technical measures related to the construction quality of the iron tower foundation protection cap are slightly lagging behind in the project construction. The existing iron tower foundation protection cap mold is assembled from multiple carpentry templates, which is cumbersome to assemble and low in work efficiency. , The poured iron tower base protection cap is not standardized, and the surface is uneven and not smooth.
发明内容Contents of the invention
本发明的目的是为了解决现有铁塔基础保护帽模具一般为多块木工模板拼装,组装繁琐,工作效率低的问题,而提供一种铁塔基础保护帽专用组合式模具。The purpose of the present invention is to provide a special combined mold for the iron tower foundation protection cap in order to solve the problems that the existing iron tower foundation protection cap mold is generally assembled from multiple carpentry templates, which is cumbersome to assemble and has low work efficiency.
本发明铁塔基础保护帽专用组合式模具由结构相同的4个L形模具和4个连接锁组成,结构相同的4个L形模具围成矩形框,围沿板设置在矩形框的上边沿上,每个L形模具两个自由端的壁板上各设置有一个矩形锁扣,矩形锁扣为中空结构,矩形锁扣上端面的锁孔的形状为“L”形,“L”形锁孔分为垂直锁孔部分和水平锁孔部分,相邻两个L形模具上锁孔的水平锁孔部分相连通,而连接锁的锁板面为矩形,在矩形锁板面上设置有两个与锁孔的垂直锁孔部分配合的凸起,两个凸起的间距与相邻两个L形模具上“L”形锁孔的垂直锁孔部分的间距相等,在锁板面的上端面焊接有圆管段作为把手。The special combined mold for the iron tower foundation protective cap of the present invention is composed of 4 L-shaped molds with the same structure and 4 connection locks. The 4 L-shaped molds with the same structure form a rectangular frame, and the surrounding edge plate is arranged on the upper edge of the rectangular frame. , each L-shaped mold is provided with a rectangular lock on the two free ends of the wall plate, the rectangular lock is a hollow structure, the shape of the lock hole on the upper end of the rectangular lock is "L", and the "L" shaped lock hole It is divided into a vertical keyhole part and a horizontal keyhole part. The horizontal keyhole parts of the keyholes on two adjacent L-shaped molds are connected, and the locking plate surface of the connecting lock is rectangular. There are two The protrusion that matches the vertical lock hole part of the lock hole, the distance between the two protrusions is equal to the distance between the vertical lock hole parts of the "L" shaped lock hole on two adjacent L-shaped molds, on the upper end surface of the lock plate surface Welded round pipe sections serve as handles.
本发明铁塔基础保护帽专用组合式模具中L形模具的面板上焊接有矩形锁扣,在应用过程中只需将四件L形模具套在塔脚基础上,通过连接锁连接组合模具,可非常方便、快捷的完成该组合式模具的组装,使用此铁塔基础保护帽专用组合模具不需要木工或其他专业人员组合,通过普通力工即可快捷、固定组合,从而使工效更高,降低成本。并且浇筑出的保护帽表面光洁,有效的提高了施工质量。The panel of the L-shaped mold in the special combination mold for the protection cap of the iron tower foundation of the present invention is welded with a rectangular lock. In the application process, only four pieces of L-shaped molds need to be placed on the base of the tower foot, and the combination mold can be connected through the connecting lock. It is very convenient and fast to complete the assembly of the combined mold. Using this special combined mold for the iron tower foundation protection cap does not require carpentry or other professionals to assemble. It can be quickly and fixedly assembled by ordinary labor, so that the work efficiency is higher and the cost is reduced. . And the poured protective cap has a smooth surface, which effectively improves the construction quality.
附图说明Description of drawings
图1是L形模具的结构示意图;Fig. 1 is the structural representation of L shape mould;
图2是L形模具的俯视图;Fig. 2 is the top view of L shape mould;
图3是连接锁的结构示意图;Fig. 3 is the structural representation of connection lock;
图4是铁塔基础保护帽专用组合式模具的整体结构示意图。Fig. 4 is a schematic diagram of the overall structure of the special combined mold for the protection cap of the iron tower foundation.
具体实施方式detailed description
具体实施方式一:本实施方式铁塔基础保护帽专用组合式模具由结构相同的4个L形模具1和4个连接锁2组成,结构相同的4个L形模具1围成矩形框,围沿板3设置在矩形框的上边沿上,每个L形模具1两个自由端的壁板上各设置有一个矩形锁扣4,矩形锁扣4为中空结构,矩形锁扣4上端面的锁孔5的形状为“L”形,“L”形锁孔5分为垂直锁孔部分5-1和水平锁孔部分5-2,相邻两个L形模具1上锁孔5的水平锁孔部分5-2相连通,而连接锁2的锁板面为矩形,在矩形锁板面上设置有两个与锁孔5的垂直锁孔部分5-1配合的凸起2-1,两个凸起2-1的间距与相邻两个L形模具1上“L”形锁孔5的垂直锁孔部分5-1的间距相等,在锁板面的上端面焊接有圆管段2-2作为把手。Specific implementation mode one: the special combined mold for the iron tower foundation protective cap in this embodiment is composed of 4 L-shaped molds 1 and 4 connection locks 2 with the same structure. The 4 L-shaped molds 1 with the same structure form a rectangular frame, and the edges The plate 3 is arranged on the upper edge of the rectangular frame, and each L-shaped mold 1 is provided with a rectangular lock 4 on the wall plates at the two free ends, the rectangular lock 4 is a hollow structure, and the lock hole on the upper end of the rectangular lock 4 is The shape of 5 is "L", and the "L" shaped keyhole 5 is divided into a vertical keyhole part 5-1 and a horizontal keyhole part 5-2, and the horizontal keyholes of the keyhole 5 on two adjacent L-shaped molds 1 Part 5-2 is connected, and the lock plate surface of connection lock 2 is rectangular, and two protrusions 2-1 cooperating with the vertical lock hole part 5-1 of lock hole 5 are provided on the rectangular lock plate surface, two The spacing of the protrusions 2-1 is equal to the spacing of the vertical lockhole parts 5-1 of the "L"-shaped lockhole 5 on two adjacent L-shaped molds 1, and a round pipe section 2-2 is welded on the upper end surface of the lock plate surface. as a handle.
本实施方式铁塔基础保护帽专用组合式模具由结构相同的四个直角型模具组成矩形框型,连接锁插入每两个L形模具的连接处,其中L形模具由两块钢板焊接成直角的折面,其壁板面上设有锁扣,相邻L形模具的锁扣形成阴锁扣和阳锁扣,通过具有阳锁条和阴锁槽的连接锁将各L形模具连接组合成一体。In this embodiment, the special combined mold for the iron tower foundation protection cap is composed of four right-angle molds with the same structure to form a rectangular frame, and the connection lock is inserted into the joint of every two L-shaped molds, wherein the L-shaped mold is welded by two steel plates to form a right-angled There are locks on the wall panel, and the locks of the adjacent L-shaped molds form female locks and male locks, and the L-shaped molds are connected and combined by connecting locks with male lock strips and female lock grooves. One.
具体实施方式二:本实施方式与具体实施方式一不同的是在连接锁2的锁板面上部还开有圆孔2-3。Embodiment 2: The difference between this embodiment and Embodiment 1 is that there is a round hole 2-3 on the top of the locking plate surface of the connection lock 2 .
本实施方式圆孔的作用是方便模具在浇筑完成后用橇棍插入圆孔橇动连接锁,拆除模具。The function of the round hole in this embodiment is to facilitate the mold to be inserted into the round hole to sled the connection lock with a crowbar after pouring is completed, and the mold is removed.
具体实施方式三:本实施方式与具体实施方式一或二不同的是围沿板3焊接在矩形框的上边沿上。Embodiment 3: This embodiment is different from Embodiment 1 or Embodiment 2 in that the edge plate 3 is welded on the upper edge of the rectangular frame.
具体实施方式四:本实施方式与具体实施方式一至三之一不同的是L形模具1的壁板为厚度为3毫米的钢板。Embodiment 4: This embodiment is different from Embodiment 1 to Embodiment 3 in that the wall plate of the L-shaped mold 1 is a steel plate with a thickness of 3 mm.
具体实施方式五:本实施方式与具体实施方式一至四之一不同的是围沿板3为1/4圆弧形圆角线。Embodiment 5: This embodiment is different from Embodiment 1 to Embodiment 4 in that the surrounding edge plate 3 is a 1/4 arc-shaped fillet line.
实施例:本实施例铁塔基础保护帽专用组合式模具由结构相同的4个L形模具1和4个连接锁2组成,结构相同的4个L形模具1围成矩形框,L形模具1的壁板为厚度为3毫米的钢板,两块钢板焊接成直角的折面,围沿板3设置在矩形框的上边沿上,每个L形模具1两个自由端的壁板上各设置有一个矩形锁扣4,矩形锁扣4为中空结构,矩形锁扣4上端面的锁孔5的形状为“L”形,“L”形锁孔5分为垂直锁孔部分5-1和水平锁孔部分5-2,相邻两个L形模具1上锁孔5的水平锁孔部分5-2相连通,而连接锁2的锁板面为矩形,在矩形锁板面上设置有两个与锁孔5的垂直锁孔部分5-1配合的长条凸起2-1,两个长条凸起2-1的间距与相邻两个L形模具1上“L”形锁孔5的垂直锁孔部分5-1的间距相等,在锁板面的上端面焊接有圆管段2-2作为把手。Embodiment: In this embodiment, the special combined mold for the iron tower foundation protection cap is composed of 4 L-shaped molds 1 and 4 connection locks 2 with the same structure. The 4 L-shaped molds 1 with the same structure form a rectangular frame, and the L-shaped mold 1 The wall plate is a steel plate with a thickness of 3 mm, and the two steel plates are welded into a right-angled folding surface. The surrounding edge plate 3 is arranged on the upper edge of the rectangular frame, and the wall plates at the two free ends of each L-shaped mold 1 are respectively provided with A rectangular lock 4, the rectangular lock 4 is a hollow structure, the shape of the lock hole 5 on the upper end surface of the rectangular lock 4 is "L" shape, and the "L" shaped lock hole 5 is divided into a vertical lock hole part 5-1 and a horizontal lock hole The lock hole part 5-2 is connected with the horizontal lock hole part 5-2 of the lock hole 5 on two adjacent L-shaped molds 1, and the lock plate surface of the connection lock 2 is rectangular, and two A strip protrusion 2-1 that cooperates with the vertical keyhole part 5-1 of the keyhole 5, the spacing of the two strip protrusions 2-1 is the same as the "L" shape keyhole on the adjacent two L-shaped molds 1 The spacing of the vertical keyhole part 5-1 of 5 is equal, and the upper end surface of the locking plate surface is welded with a circular tube section 2-2 as a handle.
本实施例铁塔基础保护帽专用组合式模具的使用过程如下:将4块L形模具安放在铁塔基础的塔脚周围,围成矩形框,相邻L形模具上“L”形锁孔的水平孔部分相连通,用4个连接锁将4块L形模具连接组合,即将连接锁插入紧邻两个L形模具形成的锁孔中,连接锁矩形锁板面上的两个凸起分别插入相邻两个L形模具上的垂直锁孔部分中。The use process of the special combined mold for the iron tower foundation protective cap in this embodiment is as follows: 4 L-shaped molds are placed around the tower foot of the iron tower foundation to form a rectangular frame, and the level of the "L"-shaped keyhole on the adjacent L-shaped mold is The holes are partly connected, and 4 L-shaped molds are connected and combined with 4 connecting locks, that is, the connecting locks are inserted into the lock holes formed by the two L-shaped molds next to each other, and the two protrusions on the rectangular locking plate surface of the connecting locks are respectively inserted into the corresponding adjacent to the vertical keyhole sections on the two L-shaped molds.
本实施例铁塔基础保护帽专用组合模具代替了现有的木工制模和支模(木模板)的工作方式,变为力工支模,节省了大量的组、拆模的技工资源和工效。同时通过使用本铁塔基础保护帽专用组合模具可使铁塔基础保护帽施工规范化、标准化,提高砼强度,增加保护帽成品表面光洁度,保护帽成品外形规范美观,可保证保护帽成品达标率为100%,提高了施工工艺效率。In this embodiment, the special combination mold for the iron tower foundation protection cap replaces the working mode of existing carpentry mold making and formwork support (wooden formwork), and becomes mechanical formwork support, saving a large amount of mechanic resources and work efficiency for grouping and formwork removal. At the same time, by using the special combination mold for the iron tower foundation protective cap, the construction of the iron tower foundation protective cap can be standardized and standardized, the strength of the concrete can be improved, the surface finish of the finished protective cap can be increased, the appearance of the finished protective cap is standardized and beautiful, and the compliance rate of the finished protective cap can be guaranteed to be 100%. , Improve the construction process efficiency.
Claims (5)
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| CN201610437494.9A CN106088163A (en) | 2016-06-17 | 2016-06-17 | Iron tower foundation protective cap special modular mold |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610437494.9A CN106088163A (en) | 2016-06-17 | 2016-06-17 | Iron tower foundation protective cap special modular mold |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109306811A (en) * | 2018-09-04 | 2019-02-05 | 国家电网有限公司 | Construction Technology of Concrete Side Wall with Pole and Tower Protection Cap |
| CN110904988A (en) * | 2019-12-09 | 2020-03-24 | 国网新疆电力有限公司建设分公司 | Transmission line tower foundation protection cap mould |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201056834Y (en) * | 2007-02-08 | 2008-05-07 | 吴书圣 | WH type composite building form plate |
| CN102002938A (en) * | 2010-12-02 | 2011-04-06 | 李布尔 | Combined Hollow Plastic Sheet Pile |
| CN201891111U (en) * | 2010-12-02 | 2011-07-06 | 李布尔 | Plastic sheet pile |
| KR101276309B1 (en) * | 2009-11-18 | 2013-06-18 | 최경침 | Construction method for foundation of pylon in slope |
| CN203361178U (en) * | 2013-07-11 | 2013-12-25 | 四川电力建设三公司 | Transformer substation foundation construction framework |
| CN203741864U (en) * | 2014-03-07 | 2014-07-30 | 国家电网公司 | Special die for iron tower foundation protection cap |
-
2016
- 2016-06-17 CN CN201610437494.9A patent/CN106088163A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201056834Y (en) * | 2007-02-08 | 2008-05-07 | 吴书圣 | WH type composite building form plate |
| KR101276309B1 (en) * | 2009-11-18 | 2013-06-18 | 최경침 | Construction method for foundation of pylon in slope |
| CN102002938A (en) * | 2010-12-02 | 2011-04-06 | 李布尔 | Combined Hollow Plastic Sheet Pile |
| CN201891111U (en) * | 2010-12-02 | 2011-07-06 | 李布尔 | Plastic sheet pile |
| CN203361178U (en) * | 2013-07-11 | 2013-12-25 | 四川电力建设三公司 | Transformer substation foundation construction framework |
| CN203741864U (en) * | 2014-03-07 | 2014-07-30 | 国家电网公司 | Special die for iron tower foundation protection cap |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109306811A (en) * | 2018-09-04 | 2019-02-05 | 国家电网有限公司 | Construction Technology of Concrete Side Wall with Pole and Tower Protection Cap |
| CN110904988A (en) * | 2019-12-09 | 2020-03-24 | 国网新疆电力有限公司建设分公司 | Transmission line tower foundation protection cap mould |
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Application publication date: 20161109 |