CN104149177A - Novel assembly type reinforced concrete cable groove production mould - Google Patents
Novel assembly type reinforced concrete cable groove production mould Download PDFInfo
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- CN104149177A CN104149177A CN201410394823.7A CN201410394823A CN104149177A CN 104149177 A CN104149177 A CN 104149177A CN 201410394823 A CN201410394823 A CN 201410394823A CN 104149177 A CN104149177 A CN 104149177A
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/28—Cores; Mandrels
- B28B7/30—Cores; Mandrels adjustable, collapsible, or expanding
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
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- Ceramic Engineering (AREA)
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Abstract
The invention relates to a novel assembly type reinforced concrete cable groove production mould. The novel assembly type reinforced concrete cable groove production mould is characterized by comprising a U-shaped outer mould, wherein an inner mould is arranged in the outer mould, and a female end mould (6) and a male end mould (1) are installed at the two ends of the outer mould respectively; the outer mould comprises a rectangular outer mould base plate (4), a left outer mould lateral plate (7) and a right outer mould lateral plate (8) are arranged on two long edge sides of the outer mould base plate (4) in a hinged mode or in the mode that a screw penetrates through holes for fixation, the female end mould (6) and the male end mould (1) are detachably installed on two short edge sides of the outer mould base plate (4) respectively, and the middles of the female end mould (6) and the male end mould (1) are of a hollow structure. The novel assembly type reinforced concrete cable groove production mould can realize industrial production of concrete cable grooves after being used, is convenient to assemble, is high in control accuracy and enables the quality of products to be controlled easily.
Description
Technical field
The present invention relates to a kind of novel assembled armored concrete cable trench production mould.
Background technology
Cable trench has experienced underground pipe, brick cable trench, the several developing stage of reinforced concrete cast-in-situ concrete groove.In the underground pipe stage, PE or PVC double-wall corrugated pipe are worn in design, and its advantage is that cost is low, and shortcoming is disposable facility, safeguard constant, extendible capacity not.Brick cable trench cost is low, possesses extensibility, but its service life is low, fragile because of cable trench, easily injures cable, causes the hidden danger in urban electricity supply and social safety.Cast-in-situ steel reinforced concrete cable trench, can overcome above-mentioned difficulties and unfavorable, but constant because constructing, and concrete transportation inconvenience, causes job site environmental pollution, and the shortcoming such as quality is wayward.Cast-in-place concrete, in construction, adopts the method for construction site formwork supporting plate, and formwork and concreting error are large.
Summary of the invention
The object of this invention is to provide a kind of easy to assembly, assembly precision is high, be convenient in demoulding, novel assembled armored concrete cable trench production mould that production efficiency is high.
A novel assembled armored concrete cable trench production mould, its special feature is: comprise U-shaped external mold, in this external mold, internal mold is installed, be separately installed with female end mould and socket end mould at these external mold two ends; Wherein external mold comprises the mold bottom plate of rectangle, two long sides in this mold bottom plate are hinged with respectively left outside mould side plate and right outside mould side plate, aforesaid female end mould and socket end mould are detachably arranged on respectively two short brinks of this mold bottom plate, and the centre of this female end mould and socket end mould all has through hole.
Wherein mold bottom plate is steel construction, and two long sides of this mold bottom plate are connected with right outside mould side plate with left outside mould side plate by hinge respectively.
Wherein mold bottom plate is xoncrete structure, and two long sides of this mold bottom plate are connected with right outside mould side plate with left outside mould side plate by perforation long lead screw respectively.
Wherein female end mould and socket end mould are arranged on two short brinks and left outside mould side plate and right outside mould side plate of this mold bottom plate by securing member respectively simultaneously.
Wherein on left outside mould side plate and right outside mould side plate, vibrating mechanism is all installed, this vibrating mechanism adopts vibrating motor or pneumatic vibrator.
Wherein internal mold comprises top template, left side L-type template, right side L-type template and interior baffle plate, the two ends of this top template are hinged with left side L-type template and right side L-type template respectively, also comprise a level(l)ing device and two vertical adjusting devices, wherein the two ends of level(l)ing device are connected with right side L-type template with left side L-type template respectively, and wherein the two ends of the first vertical adjusting device are connected with left side L-type template with top template respectively, the two ends of the second vertical adjusting device are connected with right side L-type template with top template respectively; Thereby aforesaid interior baffle plate contacts internal mold bottom lock with right side L-type template with left side L-type template respectively.
Wherein left side L-type template and right side L-type template connect to form by linkwork by a straight section flat die plate and a L-type Angle formwork.
Wherein level(l)ing device comprises leading screw and positive and negative silk adjusting nut, the two ends of this level(l)ing device respectively with left side L-type template on mount pad and the mount pad in the L-type template of right side hinged; And the first vertical adjusting device comprises leading screw and positive and negative silk adjusting nut, the two ends of this first vertical adjusting device respectively with left side L-type template on mount pad and the mount pad on top template hinged; The second vertical adjusting device comprises leading screw and positive and negative silk adjusting nut, the two ends of this second vertical adjusting device respectively with right side L-type template on mount pad and the mount pad on top template be articulated and connected.
Wherein internal mold comprises top template, left side L-type template, right side L-type template and interior baffle plate, wherein the centre of top template is broken as two boards and this two boards is hinged, and the two ends of this top template are fixedly connected with right angle with right side L-type template with left side L-type template respectively, also comprise a level(l)ing device and two vertical adjusting devices, wherein the two ends of level(l)ing device are connected with right side L-type template with left side L-type template respectively, and wherein the two ends of the first vertical adjusting device are connected with left side L-type template with top template respectively, the two ends of the second vertical adjusting device are connected with right side L-type template with top template respectively, thereby aforesaid interior baffle plate contacts internal mold bottom lock with right side L-type template with left side L-type template respectively.
Wherein left side L-type template and right side L-type template connect to form by linkwork by a straight section flat die plate and a L-type Angle formwork.
Wherein level(l)ing device comprises leading screw and positive and negative silk adjusting nut, the two ends of this level(l)ing device respectively with left side L-type template on mount pad and the mount pad in the L-type template of right side hinged; Wherein the first vertical adjusting device comprises leading screw and positive and negative silk adjusting nut, the two ends of this first vertical adjusting device respectively with left side L-type template on mount pad and the mount pad on top template hinged; The second vertical adjusting device comprises leading screw and positive and negative silk adjusting nut, the two ends of this second vertical adjusting device respectively with right side L-type template on mount pad and the mount pad on top template hinged.
The invention provides a kind of novel assembled armored concrete cable trench production mould, can realize the batch production of concrete cable trench groove and produce after use, this mould is easy to assembly, and control accuracy is high, and product quality is easy to control.
Accompanying drawing explanation
Accompanying drawing 1 is front view of the present invention;
The A-A cutaway view that accompanying drawing 2 is Fig. 1;
Accompanying drawing 3 is use view of the present invention;
Accompanying drawing 4 is the internal model structure schematic diagram of the first form in the present invention;
Accompanying drawing 5 is the internal model structure schematic diagram of the second form in the present invention.
The specific embodiment
As shown in Fig. 1,2,3,4,5, the present invention is a kind of novel assembled armored concrete cable trench production mould, comprises U-shaped external mold, in this external mold, internal mold is installed, and is separately installed with female end mould 6 and socket end mould 1 at these external mold two ends; Wherein external mold comprises the mold bottom plate 4 of rectangle, two long sides in this mold bottom plate 4 are hinged with respectively left outside mould side plate 7 and right outside mould side plate 8, aforesaid female end mould 6 and socket end mould 1 are detachably arranged on respectively two short brinks of this mold bottom plate 4, and the centre at this female end mould 6 and socket end mould 1 all has through hole, is specially hollow
type structure.Mold bottom plate 4 can adopt cement structures and two kinds of forms of steel construction.
Wherein two of mold bottom plate 4 long sides are connected with right outside mould side plate 8 with left outside mould side plate 7 by hinge (or perforation leading screw) respectively.Female end mould 6 and socket end mould 1 are arranged on two short brinks and left outside mould side plate 7 and right outside mould side plate 8 of this mold bottom plate 4 by securing member respectively.On left outside mould side plate 7 and right outside mould side plate 8, vibrating motor or pneumatic vibrator are all installed in addition.
Internal mold has two kinds of forms:
1, wherein internal mold comprises top template 10, left side L-type template 9, right side L-type template 2 and interior baffle plate 11, the two ends of this top template 10 are hinged with left side L-type template 9 and right side L-type template 2 respectively, also comprise a Level tune (leading screw) 12 and two vertical adjusting of device (leading screw) device 3, wherein the two ends of level(l)ing device 12 are connected with right side L-type template 2 with left side L-type template 9 respectively, and the two ends of one of them vertical adjusting device 3 are connected with left side L-type template 9 with top template 10 respectively, the two ends of another vertical adjusting device 3 are connected with right side L-type template 2 with top template 10 respectively.Aforesaid interior baffle plate 11 two ends are inclined-plane, thereby can contact with the inclined-plane of minor face in left side L-type template 9 and right side L-type template 2 respectively, rely on self gravitation by internal mold bottom lock.
Wherein level(l)ing device 12 comprises leading screw and positive and negative silk adjusting nut, the two ends of this adjusting device respectively with left side L-type template 9 on mount pad and the mount pad in right side L-type template 2 be articulated and connected; The first vertical adjusting device comprises leading screw and positive and negative silk adjusting nut, the two ends of this adjusting device respectively with left side L-type template 9 on mount pad and the mount pad on top template 10 be articulated and connected; The second vertical adjusting device comprises leading screw and positive and negative silk adjusting nut, the two ends of this adjusting device respectively with right side L-type template 2 on mount pad and the mount pad on top template 10 be articulated and connected.
2, wherein internal mold comprises top template 10, left side L-type template 9, right side L-type template 2 and interior baffle plate 11, wherein the centre of top template 10 is broken as two boards and this two boards is hinged, and the two ends of this top template 10 are fixedly connected with right angle with right side L-type template 2 with left side L-type template 9 respectively, also comprise a Level tune (leading screw) 12 and two vertical adjusting of device (leading screw) device 3, wherein the two ends of level(l)ing device 12 are connected with right side L-type template 2 with left side L-type template 9 respectively, and the two ends of one of them vertical adjusting device 3 are connected with left side L-type template 9 with top template 10 respectively, the two ends of another vertical adjusting device 3 are connected with right side L-type template 2 with top template 10 respectively.Aforesaid interior baffle plate 11 two ends are inclined-plane, thereby can contact with the inclined-plane of minor face in left side L-type template 9 and right side L-type template 2 respectively, rely on self gravitation by internal mold bottom lock.
Wherein level(l)ing device 12 is all identical with the internal mold of aforementioned the first form with installation with two vertical adjusting devices 3 structure separately.
Below in conjunction with accompanying drawing, the present invention is carried out to further detailed saying:
The present invention is a kind of novel assembled armored concrete cable trench production mould, and mould is comprised of external mold, internal mold, end mould.External mold comprises again rectangle mold bottom plate 4 and two rectangular side panels of external mold, and side plate is arranged in mold bottom plate 4, by linkwork (hinge), connects.On the side plate of external mold, there is vibrator bearing, vibrator is installed.Internal mold comprises again interior modular form one (internal mold backform overall structure) and two kinds of forms of interior modular form two (internal mold two halves backform articulated structure).End mould divides 1 two kinds of female end mould 6 and socket end moulds, and end mould is installed on matched moulds state (
shape) external mold is inner, is close to external mold, and outer mould supports and is connected.
During group mould, end mould stands in the two ends of external mold length direction, and after front and back position adjustment accurately, by connecting bolt or bolt screw rod, fixes.After end plate fixes, with special hook type suspender, the internal mold of contraction is penetrated in end mould, by two ends end mould support internal mould, then, adjustment level or vertical adjusting device, open expansion by internal mold, the left side plate of internal mold is adjacent to the medial surface of the end plate at two ends, and the backform of internal mold is adjacent to the inner top surface of two ends end mould.Then, pull the interior baffle plate 11 of internal mold into, group mould is complete.End mould is connected two kinds of modes with external mold connected mode by wearing pin fast-assembling with bolt.Mold bottom plate 4 has steel construction and two kinds of structures of concrete.
When mold bottom plate 4 is steel construction, mold bottom plate 4 is rectangular configuration, the upper surface of mold bottom plate 4 is working face, working face is plane, working face is smooth steel plate, the steel structure framework of steel plate below for using channel-section steel, I-steel, heavy wall square tube and adopting Plate Welding, the rigidity that act as increase mold bottom plate 4 of skeleton, prevent die deformation, thereby guarantee that cable trench product does not have distortion inaccuracy.Mold bottom plate 4 is welded with articulated structure (hinge), and the link of the side plate of external mold and mold bottom plate 4, adopts this articulated structure, and side plate can be set level (the state during demoulding), can erect same mold bottom plate 4 (state during matched moulds) in 90 °.
When mold bottom plate 4 is xoncrete structure, in mold bottom plate 4, the horizontal middle preformed hole more than twice that is provided with, is connected by long perforation leading screw with side template.Group mould state is that side form erects and lean on threads of lead screw fastening.
The side plate of external mold is rectangular configuration, and the inner surface of side plate is working face, and use material is steel plate, and the back side of working face is non-working surface, and non-working surface is the steel structure framework that the materials such as I-steel, channel-section steel, heavy wall square tube, band steel are welded into.Skeleton act as increase formwork rigidity, prevent die deformation, thereby guarantee that cable trench product does not have distortion inaccuracy.The side plate working face of external mold, working face is divided into monoplane and outstanding two kinds of structures of many planes.Monoplane working face, working face is single plane, the lateral surface of the cable trench product producing is thus planar structure.Many planes working face (two or more), the main frame of the steel structure framework of external mold side plate is datum level, and the working face steel plate in the region between main frame is outstanding, and working face is stereochemical structure.The lateral surface of the cable trench product of producing is thus the thick framework thin-slab structure of solid type.The articulated structure that the side plate of external mold welds together by the mold bottom plate 4 with steel construction, rotation erects, and with mold bottom plate 4, is 90 °, and (or the mold bottom plate 4 with concrete material connects by perforation leading screw) is group mould state.The inner width of biside plate now, is the profile width of cable trench.
Interior modular form one: backform overall structure in internal mold, as Fig. 4.
Backform, left side L-type template 9 (comprising left side internal mold, lower-left angle mould), the dependence articulated structures (hinge) such as right side L-type template 2 (comprising right side internal mold, bottom right angle mould) connect into ∏ type structure.The whole articulated structure of internal mold top plate and side plate and angle mould, can be regulated to open to expand or retract by level and vertical adjusting device to zoom in.Vertical adjusting device with between backform and left side L-type template 9 or right side L-type template 2 by being articulated and connected.Between level(l)ing device and left side L-type template 9 and right side L-type template 2, be connected to and be articulated and connected.Interior baffle plate 11 is rectangular configuration, and it relies on own wt together with the whole articulated structure of " ∏ " type internal mold that opens expansion, forms " " type structure.
In " " type structure forming at internal mold, outer surface is working face, and material is steel plate, the shaped as frame reinforcement of the working face back side for adopting steel plate (or band steel, angle steel, channel-section steel etc.) to be welded into, strengthen internal mold intensity, prevent distortion, thereby guarantee cable trench product quality.
Interior modular form two, two halves backform articulated structure in internal mold, as Fig. 5.
Internal mold top plate is two halves structure, actual being configured to: the dependence articulated structures (hinge) such as upper left angle mould, lower-left angle mould, bottom right angle mould, upper right angle mould connect into ∏ type structure.The whole articulated structure of four angle moulds, is regulated to open to expand or retract by level and vertical adjusting device to zoom in.Between vertical adjusting device and upper left angle mould and lower-left angle mould, adopt articulated structure, with connecting and also adopt articulated structure between upper right angle mould and bottom right angle mould.Interior baffle plate 11 is rectangular configuration, and it relies on own wt together with the whole articulated structure of " ∏ " type that opens expansion, forms " " type structure.
In the type structure that internal mold forms, outer surface is working face, and material is steel plate, the shaped as frame reinforcement of the working face back side for adopting steel plate (or band steel, angle steel, channel-section steel etc.) to be welded into, strengthen internal mold intensity, prevent distortion, thereby guarantee cable trench product quality.Internal mold adopts level and vertical adjusting device to adjust.
Adjusting device is positive and negative silk screw structure, is specially, and a left-hand screw leading screw, a right-hand screw leading screw, the positive and negative silk of a sleeve nut, by left-handed or dextrorotation, makes to screw body total length and elongates or shortens.The connection of positive and negative silk leading screw and inner formword adopts articulated structure.
End mould divides 1 two kinds of female end mould 6 and socket end moulds, and cable trench has been built after the demoulding, and female end mould 6 ends are shaped to bellmouth, and socket end mould 1 end is shaped to socket, and bellmouth mould and socket mould are used in pairs, and the cable trench bell and spigot after moulding is convex-concave and coordinates shape.
End mould front view is " returning " type structure, and the inner surface of inner ring and the outer surface of outer ring are working face.Wherein the outer surface of outer ring contacts with mold bottom plate 4 and external mold side plate, and size conforms to, the inner surface of inner ring and internal mold outer surface contact, size conforms to.Side working face in end mould section is platform inclined-plane scalariform structure, and in concrete building, specifically face forms bellmouth and socket thus.The cavity forming between several non-working surfaces of inner ring, outer ring and the side of end mould, according to certain distance welding reinforcement, to guarantee holding mould to have enough rigidity, guarantees not deform, thereby guarantees product quality.
Side working face by end plate forms bell and spigot, as required, the assembly and connection end face by the cable trench of end plate moulding has planar structure, plane trough of belt structure, faucet structure, bell and spigot end face right-angle structure, bell and spigot end face fillet structure, socket joint face list ramp structure, socket joint face double inclined surface structure etc.
Between end mould and internal mold, have and connect and be not connected two kinds of modes, while not connecting, by adjusting device, open internal mold also and the laminating of end mould; As adopt connected mode, there is bolt to connect and wear pin and be connected two kinds of modes.
The screw of mould position, adjustable side, on the mold bottom plate 4 of horizontal positioned four jiaos, have respectively a set of leading screw square nut mechanism, on bed die, have two kinds of methods fixedly square nut (the one, directly square nut is welded in mold bottom plate 4; The 2nd, welding " returning " type frame in mold bottom plate 4, square nut is placed in " returning " shape frame, square nut is movable but do not rotate), at end mould relevant position welding " returning " type frame, recessing on leading screw, " returns " insertion " U " type clamp in type frame at end mould, be stuck in the groove of leading screw, thereby, by rotating threaded shaft, can regulate the position of end plate.
This set of molds process of assembling order is:
A, precast reinforced arrangement of reinforcement rod-mesh skeleton;
B, external mold side plate erect, in 90 ° with interior baffle plate 11;
C, in " U " type external mold erecting, place prefabricated reinforcing bar arrangement of reinforcement rod-mesh skeleton;
Screw in D, use mold bottom plate 4, to the middle jacking of mould two ends bell and spigot end mould 6 and 1, to requiring size positions;
Pin or bolt link external mold and end mould are worn in E, use;
F, use special hook type suspender, the whole articulated structure of " ∏ " type of internal mold is filled between the mould of two ends, by two ends end plate, support;
G, adjustment level and vertical adjusting device, open inner membrance, and be adjacent to end mould inner ring;
H, fill in interior baffle plate 11, the inclined-plane of inner baffle plate 11 and the left side L-type template 9 of inner membrance and the inclined-plane of right side L-type template 2 be adjacent to, group mould finishes, can casting concrete.
Four jiaos of end plate, bell and spigot end work surfaces, with interior position (position is symmetrical and unified up and down) boring, is worn tringle or pvc pipe before casting concrete, and on the position that distance is identical on internal mold four ribs, every rib is placed one to two triangle core box, forms stretch-draw hole after the demoulding.
On the steel structure frame pillar of every side side plate non-working surface of external mold, be welded with vibrator mount pad, for vibrator is installed.Thereby the principle of vibrator is that mould inner concrete is closely knit when increasing the vibrations of mould.Vibrator has two kinds, and a kind of is strength vibrator (air bubble being commonly called as), and another kind is vibrating motor.
Using method of the present invention and operation principle are:
During use, first the left outside mould side plate 7 of two long sides in mold bottom plate 4 and right outside mould side plate 8 are holded up to formation right angle, then with securing member, fix, two short brinks in this mold bottom plate 4 are installed female end mould 6 and socket end mould 1 and all hold up and meet at right angles with securing member respectively, thereby also can install if desired adjusting device additional, adjust female end mould 6 and the concrete installation site of socket end mould 1 in mold bottom plate 4.The framework of steel reinforcement of concrete cable trench groove is placed in mold bottom plate 4, then whole internal mold is stretched in external mold the through hole in the middle of female end mould 6 or socket end mould 1, adjust horizontal and vertical adjusting device, and these internal mold two ends are supported on respectively on female end mould 6 and socket end mould 1, then carry out cement 5 and build.While needing to take off internal mold after having built, rotation level(l)ing device 12 and two vertical adjusting devices 3 shrink it, thereby make internal mold also shrink thereupon and be convenient to take out.Finally take off female end mould 6 and socket end mould 1, separately can the complete demoulding to the left outside mould side plate 7 of inner rotary and right outside mould side plate 8.
Claims (11)
1. a novel assembled armored concrete cable trench production mould, is characterized in that: comprise U-shaped external mold, in this external mold, internal mold is installed, be separately installed with female end mould (6) and socket end mould (1) at these external mold two ends; Wherein external mold comprises the mold bottom plate (4) of rectangle, two long sides in this mold bottom plate (4) are hinged with respectively left outside mould side plate (7) and right outside mould side plate (8), aforesaid female end mould (6) and socket end mould (1) are detachably arranged on respectively two short brinks of this mold bottom plate (4), and the centre of this female end mould (6) and socket end mould (1) all has through hole.
2. novel assembled armored concrete cable trench production mould as claimed in claim 1, it is characterized in that: wherein mold bottom plate (4) is steel construction, and two long sides of this mold bottom plate (4) are connected with right outside mould side plate (8) with left outside mould side plate (7) by hinge respectively.
3. novel assembled armored concrete cable trench production mould as claimed in claim 1, it is characterized in that: wherein mold bottom plate (4) is xoncrete structure, and two long sides of this mold bottom plate (4) are connected with right outside mould side plate (8) with left outside mould side plate (7) by perforation long lead screw respectively.
4. novel assembled armored concrete cable trench production mould as claimed in claim 1, is characterized in that: wherein female end mould (6) and socket end mould (1) are arranged on two short brinks and left outside mould side plate (7) and right outside mould side plate (8) of this mold bottom plate (4) by securing member respectively simultaneously.
5. novel assembled armored concrete cable trench production mould as claimed in claim 1, it is characterized in that: wherein on left outside mould side plate (7) and right outside mould side plate (8), vibrating mechanism is all installed, this vibrating mechanism adopts vibrating motor or pneumatic vibrator.
6. the novel assembled armored concrete cable trench production mould as described in any one in claim 1 to 5, it is characterized in that: wherein internal mold comprises top template (10), left side L-type template (9), right side L-type template (2) and interior baffle plate (11), the two ends of this top template (10) are hinged with left side L-type template (9) and right side L-type template (2) respectively, also comprise a level(l)ing device (12) and two vertical adjusting devices (3), wherein the two ends of level(l)ing device (12) are connected with right side L-type template (2) with left side L-type template (9) respectively, and wherein the two ends of the first vertical adjusting device are connected with left side L-type template (9) with top template (10) respectively, the two ends of the second vertical adjusting device are connected with right side L-type template (2) with top template (10) respectively, aforesaid interior baffle plate (11) respectively with left side L-type template (9) with right side L-type template (2) thus contact internal mold bottom lock.
7. novel assembled armored concrete cable trench production mould as claimed in claim 6, is characterized in that: wherein left side L-type template (9) and right side L-type template (2) connect to form by linkwork by a straight section flat die plate and a L-type Angle formwork.
8. novel assembled armored concrete cable trench production mould as claimed in claim 6, it is characterized in that: wherein level(l)ing device (12) comprises leading screw and positive and negative silk adjusting nut, the two ends of this level(l)ing device (12) respectively with left side L-type template (9) on mount pad and the mount pad in right side L-type template (2) hinged; And the first vertical adjusting device comprises leading screw and positive and negative silk adjusting nut, the two ends of this first vertical adjusting device respectively with left side L-type template (9) on mount pad and the mount pad on top template (10) hinged; The second vertical adjusting device comprises leading screw and positive and negative silk adjusting nut, the two ends of this second vertical adjusting device respectively with right side L-type template (2) on mount pad and the mount pad on top template (10) be articulated and connected.
9. the novel assembled armored concrete cable trench production mould as described in any one in claim 1 to 5, it is characterized in that: wherein internal mold comprises top template (10), left side L-type template (9), right side L-type template (2) and interior baffle plate (11), wherein the centre of top template (10) is broken as two boards and this two boards is hinged, and the two ends of this top template (10) are fixedly connected with right angle with right side L-type template (2) with left side L-type template (9) respectively, also comprise a level(l)ing device (12) and two vertical adjusting devices (3), wherein the two ends of level(l)ing device (12) are connected with right side L-type template (2) with left side L-type template (9) respectively, and wherein the two ends of the first vertical adjusting device are connected with left side L-type template (9) with top template (10) respectively, the two ends of the second vertical adjusting device are connected with right side L-type template (2) with top template (10) respectively, aforesaid interior baffle plate (11) respectively with left side L-type template (9) with right side L-type template (2) thus contact internal mold bottom lock.
10. novel assembled armored concrete cable trench production mould as claimed in claim 9, is characterized in that: wherein left side L-type template (9) and right side L-type template (2) connect to form by linkwork by a straight section flat die plate and a L-type Angle formwork.
11. novel assembled armored concrete cable trench production moulds as claimed in claim 9, it is characterized in that: wherein level(l)ing device (12) comprises leading screw and positive and negative silk adjusting nut, the two ends of this level(l)ing device (12) respectively with left side L-type template (9) on mount pad and the mount pad in right side L-type template (2) hinged; Wherein the first vertical adjusting device comprises leading screw and positive and negative silk adjusting nut, the two ends of this first vertical adjusting device respectively with left side L-type template (9) on mount pad and the mount pad on top template (10) hinged; The second vertical adjusting device comprises leading screw and positive and negative silk adjusting nut, the two ends of this second vertical adjusting device respectively with right side L-type template (2) on mount pad and the mount pad on top template (10) hinged.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410394823.7A CN104149177B (en) | 2014-08-13 | 2014-08-13 | Assembling type reinforced concrete cable trench production mould |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410394823.7A CN104149177B (en) | 2014-08-13 | 2014-08-13 | Assembling type reinforced concrete cable trench production mould |
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| CN104149177B CN104149177B (en) | 2016-09-14 |
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| CN105908777A (en) * | 2016-05-04 | 2016-08-31 | 东北大学 | Comprehensive pipe gallery sliding mold and application method thereof |
| CN107476332A (en) * | 2017-09-21 | 2017-12-15 | 高士雄 | A kind of anchor bolt box sectional die box |
| CN108381738A (en) * | 2018-03-17 | 2018-08-10 | 湖南电气职业技术学院 | A kind of antidetonation flush system ecological revetment mold |
| CN112518962A (en) * | 2020-12-02 | 2021-03-19 | 上海建工建材科技集团股份有限公司 | Integral double-T-beam pouring mold dismounting device and dismounting method |
| CN113319983A (en) * | 2021-06-01 | 2021-08-31 | 浙江庄辰建筑科技有限公司 | Vertical column die convenient to replace quickly and based on prefabricated bridge hollow core |
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| CN2543686Y (en) * | 2002-08-29 | 2003-04-09 | 远山产业(烟台)有限公司 | Mould for making cable channel |
| JP2011255656A (en) * | 2010-06-09 | 2011-12-22 | Moriyama Kogyo Kk | Molding box for molding cylindrical concrete product with core frame separating device |
| CN204160610U (en) * | 2014-08-13 | 2015-02-18 | 宁夏平罗凌云建材实业有限公司 | Novel assembled armored concrete cable trench production mould |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH11198118A (en) * | 1998-01-12 | 1999-07-27 | Maeta Concrete Industry Ltd | Form for manufacturing cylindrical block |
| CN2543686Y (en) * | 2002-08-29 | 2003-04-09 | 远山产业(烟台)有限公司 | Mould for making cable channel |
| JP2011255656A (en) * | 2010-06-09 | 2011-12-22 | Moriyama Kogyo Kk | Molding box for molding cylindrical concrete product with core frame separating device |
| CN204160610U (en) * | 2014-08-13 | 2015-02-18 | 宁夏平罗凌云建材实业有限公司 | Novel assembled armored concrete cable trench production mould |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908777A (en) * | 2016-05-04 | 2016-08-31 | 东北大学 | Comprehensive pipe gallery sliding mold and application method thereof |
| CN107476332A (en) * | 2017-09-21 | 2017-12-15 | 高士雄 | A kind of anchor bolt box sectional die box |
| CN108381738A (en) * | 2018-03-17 | 2018-08-10 | 湖南电气职业技术学院 | A kind of antidetonation flush system ecological revetment mold |
| CN112518962A (en) * | 2020-12-02 | 2021-03-19 | 上海建工建材科技集团股份有限公司 | Integral double-T-beam pouring mold dismounting device and dismounting method |
| CN113319983A (en) * | 2021-06-01 | 2021-08-31 | 浙江庄辰建筑科技有限公司 | Vertical column die convenient to replace quickly and based on prefabricated bridge hollow core |
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|---|---|
| CN104149177B (en) | 2016-09-14 |
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