CN205614810U

CN205614810U - Cement pouring mold lateral wall reinforcing structure

Info

Publication number: CN205614810U
Application number: CN201620342318.2U
Authority: CN
Inventors: 张建勇
Original assignee: Zhengzhou Hongli Plastic Mould Co Ltd
Current assignee: Zhengzhou Hongli Plastic Mould Co Ltd
Priority date: 2016-04-22
Filing date: 2016-04-22
Publication date: 2016-10-05
Anticipated expiration: 2026-04-22

Abstract

The utility model discloses a cement pouring mold lateral wall reinforcing structure, including cement pouring mold main part to and the lateral wall is provided with enhancement ribbed, it is vertical face and perhaps is the curved surface including support rib and butt joint rib, the outer terminal surface of butt joint rib to strengthen ribbed, it connects between butt joint rib and cement pouring mold main part lateral wall to support the rib. The utility model discloses a strengthening ribbed and having adopted support rib and butt joint rib, the generals and ministers of state borders on the river mud pouring mold's corresponding butt joint rib and can laminate each other when using, with the aid of the supporting role who supports the rib, keeps adjacent each lateral wall of cement pouring mold to support each other again, prevents that cement pouring mold is out of shape when using, and easy demoulding is held, mould long service life in addition to the quality of improvement goods.

Description

Cement pours mould side wall and strengthens structure

Technical field

This utility model relates to Cement Concrete prefabricated mould technical field, is specifically related to a kind of cement and pours mould side wall enhancing structure.

Background technology

It is the biggest that small-size concrete prefabricated components play very important effect, especially cement concrete strip usage amount in a lot of projects under construction in Large-sized Communication, municipal construction project.The conventional fabrication method of cement concrete strip is to make of plank clamping, and it makes trouble, low precision, in-convenience in use.At present, common Cement Concrete manufacture method be the mould of plastics utilizing molding to replace conventional wood panels, make cement concrete strip standardization, production efficiency is the highest.

But, existing cement pours mould and there is problem on deformation in use, can change cement concrete strip shape, demoulding difficulty.Such as, existing cement pours each outer side edges of mould and is additionally arranged reinforcement rib, although strengthening rib can improve side wall strength, but also result in each cement to pour the adjacent lateral wall of mould and can not be docking together, thus pour at adjacent cement and between mould, there is space, each cement pour mould after carrying cement the middle part of surrounding sidewall still can outside dimpling, affect article shape, there is the demoulding difficult problem time serious, affect cement and pour die life.For improving its construction level of the infrastructure such as large-scale highway, municipal works, conscientiously improve inherence and the presentation quality of small-size concrete prefabricated components, it is necessary to propose a kind of new technical scheme to solve this problem.

Utility model content

This utility model pours mould for current existing cement and there is changeableness problem, it is provided that a kind of follow-on cement pours mould, utilizes adjacent cement to pour the mode mutually supported between mould, prevents cement from pouring die deformation.

For achieving the above object, this utility model adopts the following technical scheme that a kind of cement pours mould side wall and strengthens structure, die main body is poured including cement, and its lateral wall is provided with reinforcement rib, described reinforcement rib includes ribs and to rib, and the outer face to rib is vertical plane or is curved surface；Described ribs is connected to pour rib and cement between die main body lateral wall.

Described reinforcement rib is distributed in cement and pours each lateral wall of surrounding of die main body.

Described ribs is vertical support rib, vertical support rib be T-shaped or for π type or for E type to the section configuration of rib combination.

Described ribs is skewed horizontal load rib, and skewed horizontal load rib and the section configuration combining rib are triangle or are trapezoidal.

Described is plane to rib to rib, and the upper end outer side edges that the vertical plane outside rib pours die main body with cement is equal.

Described to rib be curved surface to rib, meet adjacent two cement pour die main body combination after can mate docking.

The beneficial effects of the utility model are: reinforcement rib of the present utility model have employed ribs and to rib, in use adjacent cement being poured the corresponding of mould can be bonded to each other to rib, relend the supporting role helping ribs, keep adjacent cement to pour each lateral wall of mould mutually to support, prevent from cement from pouring mould to deform in use, the quality of raising goods, and the easily demoulding, die life is long.

Accompanying drawing explanation

Fig. 1 is the perspective view that existing cement pours mould；

Fig. 2 is that existing cement pours mold use view；

Fig. 3 is the perspective view that the first cement of this utility model pours mould；

Fig. 4 is the upward view of Fig. 3；

Fig. 5 is the left view that Fig. 3 uses state；

Fig. 6 is the upward view that Fig. 3 uses state；

Fig. 7 is the structural representation that this utility model the second cement pours mould；

Fig. 8 is the structural representation that the third cement of this utility model pours mould；

Fig. 9 is the structural representation that the 4th kind of cement of this utility model pours mould.

In figure, the existing cement of label 1A pours mould, and 2A is existing rib.1B is that this utility model cement pours mould.C is the evagination position that existing cement pours that mould is formed in use, and D is that this utility model keeps mutually supporting indeformable position in use.101 is left and right sidewall, and 102 is front-rear side walls, and 103 is upper surface, and 104 is vertical support rib, 105 be plane to rib, 106 be curved surface to rib, 107 is skewed horizontal load rib.

Detailed description of the invention:

The utility model is described in further detail below in conjunction with the accompanying drawings.

Embodiment 1: see Fig. 1, existing cement pours mould 1A and includes that cement pours die main body, and its surrounding lateral wall is provided with reinforcement rib 2A.Reinforcement 2A outer side edges is oblique, and this is common configuration.

But, existing cement pours the narrower in width of the reinforcement 2A of mould 1A, and such as Fig. 2, in use, the reinforcement rib 2A of lateral wall or lateral wall that adjacent cement pours mould 1A can not contact with each other, and causes adjacent cement to pour between mould 1A and there is gap.Owing to mould of plastics generally exists problem on deformation after the cement mortar that carrying is heavier, each cement pours the sidewall of mould 1A and all there is evagination phenomenon in various degree, such as male part position C in Fig. 2.

See Fig. 3, this utility model cement pours each sidewall of surrounding that mould 1B includes that left and right sidewall 101 and front-rear side walls 102 and bottom surface and upper surface 103. pour mould 1B at this utility model cement and is provided with enhancing structure, is set to ribs and the combination to rib by strengthening rib.Ribs is connected to pour rib and cement between die main body lateral wall.This combination reinforcement rib is distributed in cement and pours each lateral wall of surrounding of die main body.

Seeing Fig. 4, the outer face to rib is vertical plane, and ribs is vertical support rib 104, and the upper end outer side edges that the vertical plane outside rib pours die main body with cement is equal.Vertical support rib 104 is E type with the section configuration combining rib, for preferred version.

See Fig. 5 and Fig. 6, adjacent cement after docking pours mould, although adjacent outer wall the most directly docks, but adjacent outer wall will be forced through ribs and pass to rib, owing to rib is mutually butted support, it is possible to it is indeformable to keep each cement to pour the adjacent outer wall of mould.And, ribs and the combination itself to rib also can improve bending resistance, even if the lateral wall that outermost cement pours mould does not haves moderate finite deformation yet.

Embodiment 2: see Fig. 7, content is substantially the same manner as Example 1, and something in common does not repeats, except for the difference that: to rib be curved surface to rib 106, meet adjacent two cement pour die main body combination after can mate docking.

Embodiment 3: see Fig. 8, content is substantially the same manner as Example 1, and something in common does not repeats, except for the difference that: ribs is skewed horizontal load rib 107, and skewed horizontal load rib 107 is triangle with the section configuration combining rib.

Embodiment 4: see Fig. 9, content is substantially the same manner as Example 1, and something in common does not repeats, except for the difference that: vertical support rib 104 is T-shaped with the section configuration combining rib.

Based on various embodiments above, ribs can also be designed as skewed horizontal load rib 107 by this utility model, and skewed horizontal load rib 107 is trapezoidal with the section configuration combining rib.Or, will be circular arc camber to the outer face of rib.Or the crosssection shape design by vertical support rib 104 and to rib combination is π type.And vertical support rib 104, skewed horizontal load rib 107 peace is combined into other shapes etc. in the face of rib 106 is collocated with each other by rib 105, curved surface.

Claims

1. cement pours a mould side wall enhancing structure, pours die main body including cement, and its lateral wall is provided with reinforcement rib, it is characterized in that: described reinforcement rib includes ribs and to rib, and the outer face to rib is vertical plane or is curved surface；Described ribs is connected to pour rib and cement between die main body lateral wall.

Cement the most according to claim 1 pours mould side wall and strengthens structure, it is characterized in that: described reinforcement rib is distributed in cement and pours each lateral wall of surrounding of die main body.

Cement the most according to claim 1 pours mould side wall and strengthens structure, it is characterized in that: described ribs is vertical support rib, vertical support rib be T-shaped or for π type or for E type to the section configuration of rib combination.

Cement the most according to claim 1 pours mould side wall and strengthens structure, it is characterized in that: described ribs is skewed horizontal load rib, and skewed horizontal load rib and the section configuration combining rib are triangle or are trapezoidal.

5. pouring mould side wall according to the cement described in claim 1 or 3 or 4 and strengthen structure, it is characterized in that: described is plane to rib to rib, the upper end outer side edges that the vertical plane outside rib pours die main body with cement is equal.

6. according to the cement described in claim 1 or 3 or 4 pour mould side wall strengthen structure, it is characterized in that: described to rib be curved surface to rib, meet adjacent two cement pour die main body combination after can mate docking.