CN204160610U - Novel assembled armored concrete cable trench production mould - Google Patents
Novel assembled armored concrete cable trench production mould Download PDFInfo
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- CN204160610U CN204160610U CN201420453572.0U CN201420453572U CN204160610U CN 204160610 U CN204160610 U CN 204160610U CN 201420453572 U CN201420453572 U CN 201420453572U CN 204160610 U CN204160610 U CN 204160610U
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Abstract
The utility model relates to a kind of novel assembled armored concrete cable trench production mould.Be characterized in: comprise U-shaped external mold, in this external mold, internal mold be 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, this mold bottom plate (4) two long sides respectively hinged or perforation screw rod be fixed with 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 two short brinks of this mold bottom plate (4) respectively, and are hollow structure in the centre of this female end mould (6) and socket end mould (1).The utility model provides a kind of novel assembled armored concrete cable trench production mould, and can realize the factorial praluction of concrete cable trench groove after using, this mould is easy to assembly, and control accuracy is high, and product quality is easy to control.
Description
Technical field
The utility model relates to a kind of novel assembled armored concrete cable trench production mould.
Background technology
Cable trench experienced by underground pipe, brick cable trench, the several developing stage of reinforced concrete cast-in-situ concrete groove.In the underground pipe stage, PE or Double-wall PVC bellows are worn in design, and its advantage is that cost is low, and shortcoming is disposable facility, safeguards constant, not extendible capacity.Brick cable trench cost is low, possesses extensibility, but its service life is low, because cable trench is fragile, 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, formwork and concreting error large.
Utility model content
The purpose of this utility model be 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 kind of novel assembled armored concrete cable trench production mould, its special feature is: comprise U-shaped external mold, in this external mold, be provided with internal mold, is 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, left outside mould side plate and right outside mould side plate is hinged with respectively at two long sides of this mold bottom plate, aforesaid female end mould and socket end mould are detachably arranged on two short brinks of this mold bottom plate respectively, 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 of this mold bottom plate long sides are connected with left outside mould side plate and right outside mould side plate respectively by hinge.
Wherein mold bottom plate is xoncrete structure, and two of this mold bottom plate long sides are connected with left outside mould side plate and right outside mould side plate respectively by perforation long lead screw.
Wherein female end mould and socket end mould are arranged on two short brinks of this mold bottom plate and left outside mould side plate and right outside mould side plate respectively by securing member simultaneously.
Wherein on left outside mould side plate and right outside mould side plate, be all provided with vibrating mechanism, 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 respectively with left side L-type template and right side L-type template hinged, also comprise a level(l)ing device and two vertical adjustment mechanism, wherein the two ends of level(l)ing device are connected with left side L-type template and right side L-type template respectively, and wherein the two ends of the first vertical adjustment mechanism are connected with top template and left side L-type template respectively, the two ends of the second vertical adjustment mechanism are then connected with top template and right side L-type template respectively; Aforesaid interior baffle plate is respectively with left side L-type template and right side L-type template contacts thus by internal mold bottom lock.
Wherein left side L-type template and right side L-type template are connected 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, and the two ends of this level(l)ing device are hinged with the mount pad on the mount pad in the L-type template of left side and right side L-type template respectively; And the first vertical adjustment mechanism comprises leading screw and positive and negative silk adjusting nut, the two ends of this first vertical adjustment mechanism respectively with the mount pad in the L-type template of left side and the mount pad on top template hinged; Second vertical adjustment mechanism comprises leading screw and positive and negative silk adjusting nut, and the two ends of this second vertical adjustment mechanism are articulated and connected with the mount pad in the L-type template of right side and the mount pad on top template respectively.
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 adjustment mechanism, wherein the two ends of level(l)ing device are connected with left side L-type template and right side L-type template respectively, and wherein the two ends of the first vertical adjustment mechanism are connected with top template and left side L-type template respectively, the two ends of the second vertical adjustment mechanism are then connected with top template and right side L-type template respectively, aforesaid interior baffle plate is respectively with left side L-type template and right side L-type template contacts thus by internal mold bottom lock.
Wherein left side L-type template and right side L-type template are connected 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, and the two ends of this level(l)ing device are hinged with the mount pad on the mount pad in the L-type template of left side and right side L-type template respectively; Wherein the first vertical adjustment mechanism comprises leading screw and positive and negative silk adjusting nut, the two ends of this first vertical adjustment mechanism respectively with the mount pad in the L-type template of left side and the mount pad on top template hinged; Second vertical adjustment mechanism comprises leading screw and positive and negative silk adjusting nut, the two ends of this second vertical adjustment mechanism respectively with the mount pad in the L-type template of right side and the mount pad on top template hinged.
The utility model provides a kind of novel assembled armored concrete cable trench production mould, and can realize the factorial praluction of concrete cable trench groove after using, 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 utility model;
Accompanying drawing 2 is the A-A sectional view of Fig. 1;
Accompanying drawing 3 is using state schematic diagram of the present utility model;
Accompanying drawing 4 is the internal model structure schematic diagram of the first form in the utility model;
Accompanying drawing 5 is the internal model structure schematic diagram of the second form in the utility model.
Detailed description of the invention
As shown in Fig. 1,2,3,4,5, the utility model is a kind of novel assembled armored concrete cable trench production mould, comprises U-shaped external mold, in this external mold, is provided with internal mold, 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, left outside mould side plate 7 and right outside mould side plate 8 is hinged with respectively at two long sides of this mold bottom plate 4, aforesaid female end mould 6 and socket end mould 1 are detachably arranged on two short brinks of this mold bottom plate 4 respectively, and all have through hole in the centre of this female end mould 6 and socket end mould 1, be specially hollow "
" type structure.Mold bottom plate 4 can adopt cement structures and steel construction two kinds of forms.
Wherein two long sides of mold bottom plate 4 are connected with left outside mould side plate 7 and right outside mould side plate 8 respectively by hinge (or perforation leading screw).Female end mould 6 and socket end mould 1 are arranged on two short brinks of this mold bottom plate 4 and left outside mould side plate 7 and right outside mould side plate 8 respectively by securing member.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 respectively with left side L-type template 9 and right side L-type template 2 hinged, also comprise Level tune (leading screw) device 12 and two vertical adjusting (leading screw) devices 3, wherein the two ends of level(l)ing device 12 are connected with left side L-type template 9 and right side L-type template 2 respectively, and the two ends of one of them vertical adjustment mechanism 3 are connected with top template 10 and left side L-type template 9 respectively, the two ends of another vertical adjustment mechanism 3 are then connected with top template 10 and right side L-type template 2 respectively.Aforesaid interior baffle plate 11 two ends are inclined-plane, can contact with the inclined-plane of minor face in left side L-type template 9 and right side L-type template 2 thus rely on self gravitation by internal mold bottom lock respectively.
Wherein level(l)ing device 12 comprises leading screw and positive and negative silk adjusting nut, and the two ends of this adjusting device are articulated and connected with the mount pad on the mount pad in left side L-type template 9 and right side L-type template 2 respectively; First vertical adjustment mechanism comprises leading screw and positive and negative silk adjusting nut, and the two ends of this adjusting device are articulated and connected with the mount pad in left side L-type template 9 and the mount pad on top template 10 respectively; Second vertical adjustment mechanism comprises leading screw and positive and negative silk adjusting nut, and the two ends of this adjusting device are articulated and connected with the mount pad in right side L-type template 2 and the mount pad on top template 10 respectively.
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 Level tune (leading screw) device 12 and two vertical adjusting (leading screw) devices 3, wherein the two ends of level(l)ing device 12 are connected with left side L-type template 9 and right side L-type template 2 respectively, and the two ends of one of them vertical adjustment mechanism 3 are connected with top template 10 and left side L-type template 9 respectively, the two ends of another vertical adjustment mechanism 3 are then connected with top template 10 and right side L-type template 2 respectively.Aforesaid interior baffle plate 11 two ends are inclined-plane, can contact with the inclined-plane of minor face in left side L-type template 9 and right side L-type template 2 thus rely on self gravitation by internal mold bottom lock respectively.
The structure that wherein level(l)ing device 12 is respective with two vertical adjustment mechanism 3 is all identical with the internal mold of the first form aforementioned with installation.
Below in conjunction with accompanying drawing, the utility model is carried out further specifically:
The utility model is a kind of novel assembled armored concrete cable trench production mould, and mould is made up of external mold, internal mold, end mould.External mold comprises again rectangle mold bottom plate 4 and the two pieces rectangular side panels of external mold, and side plate is arranged in mold bottom plate 4, connects by linkwork (hinge).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 interior modular form two (internal mold two halves backform articulated structure) two kinds of forms.End mould divides female end mould 6 and socket end mould 1 two kinds, and end mould is installed on matched moulds state (
shape) external mold inner, be 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, fixes by connecting bolt or bolt screw rod.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 adjustment mechanism, 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 kind modes by wearing pin fast-assembling with bolt with external mold connected mode.Mold bottom plate 4 has steel construction and concrete two kinds of structures.
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, for using channel-section steel, I-steel, heavy wall square tube and adopting the steel structure framework of Plate Welding, the rigidity acting as increase mold bottom plate 4 of skeleton below steel plate, prevent die deformation, thus ensure that cable trench product does not have distortion inaccuracy.Mold bottom plate 4 is welded with articulated structure (hinge), the side plate of external mold and the link of mold bottom plate 4, adopt this articulated structure, side plate can be set level (during the demoulding state), can erect same mold bottom plate 4 (during matched moulds state) in 90 °.
When mold bottom plate 4 is xoncrete structure, in mold bottom plate 4, laterally, be provided with the preformed hole of more than twice, be connected by long perforation leading screw with side template.Group mould state is that side form erects and leans 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, the steel structure framework that the materials such as non-working surface is I-steel, channel-section steel, heavy wall square tube, band steel are welded into.Skeleton act as increase formwork rigidity, prevent die deformation, thus ensure 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 many planes two kinds of structures.Monoplane working face, working face is single plane, and the lateral surface of the cable trench product produced thus is 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 given prominence to, and working face is structure spatially.The lateral surface of the cable trench product produced thus is the thick frame sheet structure of solid type.The side plate of external mold passes through the articulated structure welded together with the mold bottom plate 4 of steel construction, and rotation erects, and with mold bottom plate 4 in 90 °, (or being connected by the mold bottom plate 4 of perforation leading screw with concrete material) is organize mould state.The now inner width of biside plate, 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), right side L-type template 2 (comprising right side internal mold, bottom right angle mould) etc. relies on articulated structure (hinge) to connect into ∏ type structure.The overall articulated structure of internal mold top plate and side plate and angle mould, can be regulated open to expand or retract by level and vertical adjustment mechanism and zoom in.Vertical adjustment mechanism with between backform and left side L-type template 9 or right side L-type template 2 by being articulated and connected.Connect for being articulated and connected between level(l)ing device and left side L-type template 9 and right side L-type template 2.Interior baffle plate 11 is rectangular configuration, and it relies on own wt together with the overall articulated structure of " ∏ " type internal mold opening expansion, forms " " type structure.
In " " type structure of internal mold composition, outer surface is working face, and material is steel plate, the shaped as frame reinforcement that the working face back side is welded into for adopting steel plate (or band steel, angle steel, channel-section steel etc.), strengthen internal mold intensity, prevent distortion, thus ensure 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, is actually configured to: upper left angle mould, lower-left angle mould, bottom right angle mould, upper right angle mould etc. rely on articulated structure (hinge) to connect into ∏ type structure.The overall articulated structure of four angle moulds, is regulated to open to expand or retract by level and vertical adjustment mechanism and zooms in.Adopting articulated structure between vertical adjustment mechanism and upper left angle mould and lower-left angle mould, also adopting articulated structure with connecting 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 overall articulated structure of " ∏ " type opening expansion, forms " " type structure.
In the type structure of internal mold composition, outer surface is working face, and material is steel plate, the shaped as frame reinforcement that the working face back side is welded into for adopting steel plate (or band steel, angle steel, channel-section steel etc.), strengthen internal mold intensity, prevent distortion, thus ensure cable trench product quality.Internal mold adopts level and vertical adjustment mechanism adjustment.
Adjusting device is positive and negative silk screw structure, is specially, a left-hand screw leading screw, a right-hand screw leading screw, a positive and negative silk nut of sleeve, 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 female end mould 6 and socket end mould 1 two kinds, and after cable trench has built the demoulding, female end mould 6 end is shaped to bellmouth, and socket end mould 1 end is shaped to socket, and bellmouth mould and socket mould use in pairs, and the cable trench bell and spigot after shaping is male-female 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.The wherein outer surface of outer ring and mold bottom plate 4 and external mold side plane contact, size conforms to, the inner surface of inner ring and internal mold exterior surface, size conforms to.Side working face in end mould section is platform inclined-plane stepped structure, and in concrete building, specifically face forms bellmouth and socket thus.The inner ring holding mould, the cavity formed between outer ring and several non-working surfaces of side, according to certain distance welding reinforcement, to ensure that end mould has enough rigidity, guarantee not deform, thus ensure product quality.
Bell and spigot is formed by the side working face of end plate, as required, planar structure, plane grooved configuration, faucet structure, bell and spigot end face right-angle structure, bell and spigot end face fillet structure, socket joint face single ramp structure, socket joint face double inclined surface structure etc. is had by the assembly and connection end face of the shaping cable trench of end plate.
Hold between mould and internal mold, have and connect and be not connected two kinds of modes, when not connecting, open internal mold by adjusting device and fit with end mould; As adopted connected mode, there is bolt to connect and wearing pin and be connected two kinds of modes.
The screw of mould position, adjustable side, the corner on the mold bottom plate 4 of horizontal positioned, has a set of leading screw square nut mechanism respectively, and (one is directly be welded in mold bottom plate 4 by square nut bed die to have two kinds of methods fix square nut; Two is weld " returning " type frame in mold bottom plate 4, in square nut is placed on " returning " shape frame, movable but the non rotating of square nut), at end mould relevant position welding " returning " type frame, recessing on leading screw, " returns " in type frame at end mould and inserts " U " type clamp, be stuck in the groove of leading screw, thus, by rotating threaded shaft, the position of end plate can be regulated.
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 erected, place prefabricated reinforcing bar arrangement of reinforcement rod-mesh skeleton;
D, the screw used in mold bottom plate 4, jacking two ends bell and spigot end mould 6 and 1 in the middle of mould, to requiring size positions;
E, use are worn pin or bolt link external mold and hold mould;
F, use special hook type suspender, articulated structure that is overall for " ∏ " type of internal mold is filled between the mould of two ends, supports by two ends end plate;
G, adjustment level and vertical adjustment mechanism, make inner membrance open, 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 terminates, can casting concrete.
The corner of end plate, within bell and spigot end work surfaces, position (position is symmetrical up and down and unified) boring, wears tringle or pvc pipe before casting concrete, and on the position that distance is identical on internal mold four rib, every rib places one to two pieces 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 installing vibrator.The principle of vibrator be vibrations by increasing mould thus time mould inner concrete closely knit.Vibrator has two kinds, and one is strength vibrator (air bubble be namely commonly called as), and another kind is vibrating motor.
Using method of the present utility model and operation principle are:
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 formation right angle during use, then fix with securing member, also all hold up at a right angle with securing member installation female end mould 6 and socket end mould 1 respectively at two short brinks of this mold bottom plate 4, also can install adjusting device additional if desired thus adjustment 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 from the through hole in the middle of female end mould 6 or socket end mould 1, adjustment horizontal and vertical adjusting device, and these internal mold two ends are supported on female end mould 6 and socket end mould 1 respectively, then carry out cement 5 and build.When needing after having built to take off internal mold, rotate level(l)ing device 12 and two vertical adjustment mechanism 3 and make it shrink, thus internal mold is also shunk be convenient to take out thereupon.Finally take off female end mould 6 and socket end mould 1, can the complete demoulding respectively towards inner rotary left outside mould side plate 7 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, is provided with internal mold, 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, left outside mould side plate (7) and right outside mould side plate (8) is hinged with respectively at two long sides of this mold bottom plate (4), aforesaid female end mould (6) and socket end mould (1) are detachably arranged on two short brinks of this mold bottom plate (4) respectively, 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 left outside mould side plate (7) and right outside mould side plate (8) respectively by hinge.
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 left outside mould side plate (7) and right outside mould side plate (8) respectively by perforation long lead screw.
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 of this mold bottom plate (4) and left outside mould side plate (7) and right outside mould side plate (8) respectively by securing member 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), be all provided with vibrating mechanism, this vibrating mechanism adopts vibrating motor or pneumatic vibrator.
6. as the novel assembled armored concrete cable trench production mould in claim 1 to 5 as described in any one, 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) respectively with left side L-type template (9) and right side L-type template (2) hinged, also comprise a level(l)ing device (12) and two vertical adjustment mechanism (3), wherein the two ends of level(l)ing device (12) are connected with left side L-type template (9) and right side L-type template (2) respectively, and wherein the two ends of the first vertical adjustment mechanism are connected with top template (10) and left side L-type template (9) respectively, the two ends of the second vertical adjustment mechanism are then connected with top template (10) and right side L-type template (2) respectively, aforesaid interior baffle plate (11) contacts with right side L-type template (2) with left side L-type template (9) thus respectively by 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) are connected 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) are hinged with the mount pad on the mount pad on left side L-type template (9) and right side L-type template (2) respectively; And the first vertical adjustment mechanism comprises leading screw and positive and negative silk adjusting nut, the two ends of this first vertical adjustment mechanism are hinged with the mount pad on the mount pad on left side L-type template (9) and top template (10) respectively; Second vertical adjustment mechanism comprises leading screw and positive and negative silk adjusting nut, and the two ends of this second vertical adjustment mechanism are articulated and connected with the mount pad on the mount pad on right side L-type template (2) and top template (10) respectively.
9. as the novel assembled armored concrete cable trench production mould in claim 1 to 5 as described in any one, 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 adjustment mechanism (3), wherein the two ends of level(l)ing device (12) are connected with left side L-type template (9) and right side L-type template (2) respectively, and wherein the two ends of the first vertical adjustment mechanism are connected with top template (10) and left side L-type template (9) respectively, the two ends of the second vertical adjustment mechanism are then connected with top template (10) and right side L-type template (2) respectively, aforesaid interior baffle plate (11) contacts with right side L-type template (2) with left side L-type template (9) thus respectively by 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) are connected 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) are hinged with the mount pad on the mount pad on left side L-type template (9) and right side L-type template (2) respectively; Wherein the first vertical adjustment mechanism comprises leading screw and positive and negative silk adjusting nut, and the two ends of this first vertical adjustment mechanism are hinged with the mount pad on the mount pad on left side L-type template (9) and top template (10) respectively; Second vertical adjustment mechanism comprises leading screw and positive and negative silk adjusting nut, and the two ends of this second vertical adjustment mechanism are hinged with the mount pad on the mount pad on right side L-type template (2) and top template (10) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420453572.0U CN204160610U (en) | 2014-08-13 | 2014-08-13 | Novel assembled armored concrete cable trench production mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420453572.0U CN204160610U (en) | 2014-08-13 | 2014-08-13 | Novel assembled armored concrete cable trench production mould |
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| Publication Number | Publication Date |
|---|---|
| CN204160610U true CN204160610U (en) | 2015-02-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420453572.0U Withdrawn - After Issue CN204160610U (en) | 2014-08-13 | 2014-08-13 | Novel assembled armored concrete cable trench production mould |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104149177A (en) * | 2014-08-13 | 2014-11-19 | 宁夏平罗凌云建材实业有限公司 | Novel assembly type reinforced concrete cable groove production mould |
| CN106426525A (en) * | 2016-11-15 | 2017-02-22 | 湖南三筑工有限公司 | Prefabricated pipe rack mold |
| CN106626013A (en) * | 2016-11-11 | 2017-05-10 | 南通格瑞环保科技有限公司 | Formwork of railway viaduct precast beam |
-
2014
- 2014-08-13 CN CN201420453572.0U patent/CN204160610U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104149177A (en) * | 2014-08-13 | 2014-11-19 | 宁夏平罗凌云建材实业有限公司 | Novel assembly type reinforced concrete cable groove production mould |
| CN104149177B (en) * | 2014-08-13 | 2016-09-14 | 宁夏平罗凌云建材实业有限公司 | Assembling type reinforced concrete cable trench production mould |
| CN106626013A (en) * | 2016-11-11 | 2017-05-10 | 南通格瑞环保科技有限公司 | Formwork of railway viaduct precast beam |
| CN106426525A (en) * | 2016-11-15 | 2017-02-22 | 湖南三筑工有限公司 | Prefabricated pipe rack mold |
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