CN206752505U - Casting concrete landslide is emergent to separate plate - Google Patents

Abstract

Cave in meet an urgent need the utility model discloses casting concrete and separate plate, including piping lane counterdie, outer membrane, first biofilm, biofilm crossbeam, support arranged in a crossed manner, inner membrance, second biofilm, plate and connector, the stent outer is welded with inner membrance, the inner membrance periphery is connected with piping lane counterdie interior side contacts, the piping lane counterdie periphery both sides contact connection with outer membrane, the piping lane counterdie side contacts connection with plate one side, the plate opposite side contacts connection with concrete lift, and plate bottom is parallel with inner membrance bottom surface, plate and the support side passes through the first biofilm and the second biofilm and biofilm crossbeam clamping；By plate, directly by piping lane and naturally, soil thoroughly separates, it is convenient that landslide place is handled, also reduce workmen's labor intensity, and plate is conveniently pulled and pushed, works progress is accelerated in easy disassembly, engineering spending is greatly reduced, there is huge economic benefit, allows in work progress the possibility for also avoiding doing over again.

Description

Casting concrete landslide is emergent to separate plate

Technical field

Environmental protection technical field is the utility model is related to, specially casting concrete landslide is emergent separates plate.

Background technology

Concrete, referred to as " concrete "：Refer to the general designation of the cementing integral engineered composite material of aggregate by binder materials. The word of concrete one generally said refers to make binder materials, sand, masonry aggregate with cement；Pressed with water (additive and admixture can be contained) Certain proportion coordinate, it is agitated obtained by concrete, also referred to as normal concrete, it is widely used in civil engineering.Concrete point For inorganic coagulation material concrete, inorganic coagulation material concrete includes the siliceous cementitious material concrete of lime, as silicate mixes Solidifying soil, portland cement series concrete such as portland cement, ordinary cement, slag cements, pulverized fuel ash cement, volcano grey matter cement Deng.Calcium aluminium cement series concrete, such as alumina cement, fine aluminium acid salt cement, jet cement, ultra-quick cement concrete etc., gypsum Concrete, magnesium cement concrete, sulphur concrete, waterglass prodan concrete, betonanc etc..Wherein organic gel Gel material concrete mainly has bituminous concrete and polymer cement concrete, resin concrete, polymer impregnated concrete etc.. In addition, inorganic and organic composite colloidal materials concrete, can also divide polymer cement concrete and polymer volume indigo coagulation Soil.

In Specific construction, the rainy day more than moderate rain must not newly open concrete pouring bin face, have impact-resisting wear-resisting and smear The concrete that face requires must not construct in the rainy day.When light rain weather is poured, following measures should be taken：

1st, concrete mixing water amount and the slump of machine outlet concrete are suitably reduced, should suitably reduce coagulation if necessary The water-cement ratio of soil；

2nd, strengthen storehouse internal drainage and prevent that around rainwater is flowed into storehouse；

3rd, the protection work of young concrete face especially joint area is carried out.

In casting process, heavy rain, heavy rain are met, should stop feeding immediately, the concrete that put in storage covers after answering vibration compacting. Storehouse internal water accumulation must be first excluded after rain, the position by rain drop erosion should be immediately treated, as concrete can also be remolded, should overlay and connect Continue to pour after seam concrete, otherwise should be by treatment of construction joints.So when a large amount of water occurs in taboo in concreting process. Often rain influences in casting process, or many reasons such as pipe leakage cause the landslide of outer membrane large area and stop concrete and pour Build, wait finishing for clearance, substantial amounts of material and time are needed by traditional dressing method, it is often more important that affect adversely the duration, and add Big financial burden.

Utility model content

The purpose of this utility model is to provide casting concrete landslide emergent separation plate, to solve above-mentioned background technology The problem of middle proposition.

To achieve the above object, the utility model provides following technical scheme：Casting concrete landslide is emergent to separate plate, Including piping lane counterdie, outer membrane, the first biofilm, biofilm crossbeam, support arranged in a crossed manner, inner membrance, the second biofilm, plate and connection Part, the stent outer are welded with inner membrance, the inner membrance periphery and piping lane counterdie interior side contacts, the piping lane counterdie periphery both sides Being contacted with outer membrane, the piping lane counterdie side contacts with plate one side, and the plate opposite side contacts with concrete lift, And plate bottom is parallel with inner membrance bottom surface, plate and the support side passes through the first biofilm and the second biofilm and biofilm crossbeam card Connect.

Preferably, the plate is 7 character form structures.

Preferably, the support is M shape structure.

Preferably, several connectors are welded with its inner side wall, the interval between adjacent connector is equal.

Preferably, first biofilm and the second biofilm are in support both sides positional symmetry.

Compared with prior art, the beneficial effects of the utility model are：By plate, directly by piping lane and naturally, soil is thorough Separate, it is convenient that landslide place is handled, workmen's labor intensity is greatly reduced, and plate is conveniently taken out Insert, facilitate dismounting and accelerate works progress, and greatly reducing engineering spending, there is huge economic benefit, allow construction During avoid the possibility done over again.

Brief description of the drawings

Fig. 1 is the utility model overall structure diagram；

Fig. 2 is plate front view of the present utility model；

Fig. 3 is plate side view of the present utility model；

Fig. 4 is plate schematic diagram of the present utility model；

Fig. 5 is board plug structure schematic diagram of the present utility model.

In figure：1- nature soil layers；2- concrete lifts；3- piping lane counterdies；4- outer membranes；The biofilms of 5- first；6- biofilms are horizontal Beam；7- supports；8- inner membrances；The biofilms of 9- second；10- plates；11- connectors.

Embodiment

Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The every other embodiment obtained, belong to the scope of the utility model protection.

Fig. 1-3 are referred to, the utility model provides a kind of technical scheme：Casting concrete landslide is emergent to separate plate, bag Natural soil layer 1 and concrete lift 2 that order is set are included, outer membrane 4 and piping lane counterdie 3, the are provided with concrete lift 2 One biofilm 5, biofilm crossbeam 6, support 7 arranged in a crossed manner, inner membrance 8, the second biofilm 9, plate 10 and connector 11, it is therein specific Structure is welded with inner membrance 8 for the outside of support 7, and the periphery of inner membrance 8 is connected with the interior side contacts of piping lane counterdie 3, the piping lane 3 peripheral both sides of counterdie contact connection with outer membrane 4, and the side of piping lane counterdie 3 contacts with the one side of plate 10, and the plate 10 is another Side contacts with concrete lift 2, and the bottom of plate 10 is parallel with the bottom surface of inner membrance 4, and plate 10 and support 7 side leads to The first biofilm 5 and the second biofilm 9 and the clamping of biofilm crossbeam 6 are crossed, the plate 10 is 7 character form structures, and the support 7 is M shape Structure, the inner side of inner membrance 8 are welded with several connectors 11, and the biofilm 9 of the first biofilm 5 and second is in the side position of support two Symmetrically.

Operation principle：Support 7 is fixed on the inwall of piping lane counterdie 3 during use, will by the first biofilm 5 and the second biofilm 9 Plate 10 and biofilm crossbeam 6 are fixed, then are poured into a mould simultaneously by concrete lift 2 and natural soil layer 1, when concrete and mud During earthen backfill to the second 9 lower surface of biofilm, plate 10 is extracted out while shaking concrete.

While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art, It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.

Claims (5)

1. casting concrete landslide is emergent to separate plate, including piping lane counterdie (3), outer membrane (4), the first biofilm (5), biofilm crossbeam (6), support arranged in a crossed manner (7), inner membrance (8), the second biofilm (9), plate (10) and connector (11), it is characterised in that：Institute State and inner membrance (8) is welded with the outside of support (7), inner membrance (8) periphery and piping lane counterdie (3) interior side contacts, the piping lane counterdie (3) peripheral both sides contact with outer membrane (4), and piping lane counterdie (3) side contacts with plate (10) one side, the plate (10) Opposite side contacts with concrete lift (2) and plate (10) bottom is parallel with inner membrance (8) bottom surface, the plate (10) and support (7) side passes through the first biofilm (5) and the second biofilm (9) and biofilm crossbeam (6) clamping.

2. casting concrete landslide according to claim 1 is emergent to separate plate, it is characterised in that：The plate (10) is 7 word structures.

3. casting concrete landslide according to claim 1 is emergent to separate plate, it is characterised in that：The support (7) is M shape structure.

4. casting concrete landslide according to claim 1 is emergent to separate plate, it is characterised in that：In the inner membrance (8) It is welded with several connectors (11) in side wall, the interval between adjacent connector (11) is equal.

5. casting concrete landslide according to claim 1 is emergent to separate plate, it is characterised in that：First biofilm (5) set with the second biofilm (9) in support both sides positional symmetry.