CN107901196A - A kind of prefabricated beam column production mould - Google Patents
A kind of prefabricated beam column production mould Download PDFInfo
- Publication number
- CN107901196A CN107901196A CN201711351817.3A CN201711351817A CN107901196A CN 107901196 A CN107901196 A CN 107901196A CN 201711351817 A CN201711351817 A CN 201711351817A CN 107901196 A CN107901196 A CN 107901196A
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 23
- 239000003351 stiffener Substances 0.000 claims description 29
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 230000007246 mechanism Effects 0.000 claims description 12
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims 1
- 230000008859 change Effects 0.000 abstract description 5
- 239000007787 solid Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 6
- 102000008579 Transposases Human genes 0.000 description 4
- 108010020764 Transposases Proteins 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000004080 punching Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- B28B7/22—Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention discloses a kind of prefabricated beam column production mould, the structures such as the main ox load solid with medial side mold lock including die station, the support base system for laterally stretching crack side form, avris mould that can be crack, the middle side form of coupled beam, avris mould, the production for the prefabricated beam column component of assembled architecture.The present invention possess precision is high, section can adjust as needed change, bed die and prefabricated components contact surface do not burrow, the component demoulding when side form without remove, only need it is crack can demould, form removal when coordinate without purlin car, easy to operate, the saving member productive manpower and the advantages that machine cost.
Description
Technical field
The invention belongs to building mould technical field, and in particular to a kind of prefabricated beam column production mould.
Background technology
The prefabricated beam column of cast in place and precast construction is generally made bed die, is matched somebody with somebody when element precast produces using outsole punching block platform
Two independent side forms are closed, side form is fixed in outsole die station with pin, when member section changes, in outsole die station again
Make a call to a round；Or the overall mould of varied cross section width is integrally unable to using the side form that ordinary steel die station coordinates two sides to fix
Tool.Present precast beam post mold general two sides side form need to punch when installing in outsole die station, or be punched on bed die is carried, when
Side form punches in outsole die station again during beam cross-section change width, and the quality of finished for making follow-up beam column production drops in this some holes
It is low；When using the mould for carrying bed die, and it is unable to varied cross section width；During the existing precast beam post mold demoulding, side form needs
It is completely disengaged, need purlin car or lifting to coordinate form removal, the used time is longer.
The content of the invention
The purpose of the present invention is to solve defect proposed in the above background technology, and provide a kind of prefabricated beam column life
Production mould, mould possess that operation is easy, and construction is simple, positioning accuracy is high, and side form bottom does not have to punching, and when form removal is crack, applies
The advantages that work difficulty is small.
The present invention provides a kind of prefabricated beam column production mould, it is main include it is main including die station, side form support base,
Avris mould and the fixing device of locking；
The support base of the side form includes support base, support post, drawing mechanism, and the support post bottom is fixed on
In support base, the drawing mechanism is arranged on support post top, and the support base is fixed in outsole die station；
The avris mould includes the first side form bottom plate, the first side form panel, crossbeam, the first side form panel base and the
Side baffle plate is vertically fixedly connected, and the crossbeam is horizontally installed on the non-functional face of the first side form panel, the drawing mechanism
One end be fixed on the non-functional face of the first side form panel, the first side form bottom plate is fixed in outsole die station；
The fixing device of the locking includes locating sleeve and edge column, and edge column is removable at the both ends of locating sleeve respectively
The installation unloaded, the edge column bottom are ridden upon on crossbeam.
As preferred means, the drawing mechanism includes column footstock, swivel base, rotational lantern ring, the first coarse thread of horizontal adjustment
Screw rod, connection board and fixed stretching device, the column footstock is two pieces of risers, and swivel base both sides are provided with fixing axle, fixed
One end of axis is fixed in riser, and in the first coarse thread screw spiral insertion swivel base, the first coarse thread screw rod is close to avris
One end of mould is cased with connection board, and the first coarse thread screw rod other end is welded with rotational lantern ring, and the connection board bottom is fixed with
Angle cleat, the angle cleat bottom are equipped with connecting bottom board, and the first coarse thread screw rod is at connection board two sides
Be respectively welded outer connection baffle and interior connection baffle, the angle cleat by welded and installed the first side form panel NOT function
On energy face.
As further preferred means, the avris mould further includes the first side form top plate, first panel back side level adds
Strength plate, first panel back side vertical stiffener, the first side form top plate are arranged on the first side form panel upper end, first side
Some first panel back sides vertical stiffener, the first side form panel are equidistantly equipped between baffle plate and the first side form top plate
Centre position is equipped with first panel back side sash plate, and first panel back side sash board is inserted in the first panel back side
In vertical stiffener, gap is left between the first panel back side vertical stiffener bottom and the first side form bottom plate.
As further preferred means, the middle side form of coupled beam is further included, the middle side form includes the second side form
Bottom plate, the second side form panel, top connecting plate, the second side form bottom plate two sides are arranged with a second side form panel, two
Gap is left between second side form panel, some top connecting plates, the positioning sleeve are equipped with the top of two the second side form panels
The centre position of pipe is additionally provided with central post, and the central post lower half is arranged in the gap between two the second side form panels,
The crossbeam is arranged on the first half of first panel back side vertical stiffener.
As further preferred means, the central post is hollow structure, and the locating sleeve is installed on central post
One end is equipped with the 3rd coarse thread screw rod, spiral on the 3rd coarse thread screw rod to have the 3rd locking screw and be fixed on locating sleeve
On column.
As further preferred means, the middle side form of the coupled beam further includes the second panel back side and vertically puts more energy into
Plate, second panel back side sash plate, the second side form top plate, the second side form top plate are arranged on the second side form panel top
Portion, vertically puts more energy into equipped with several second panel back sides at equal intervals between the second side form top plate and the second side form bottom plate
Plate, the second side form panel centre position are equipped with second panel back side sash plate, and second panel back side sash
Board is inserted in the vertical stiffener of the second panel back side, is fixed between two the second side form top plates by some top connecting plates.
As further preferred means, the support post side is equipped with lateral diagonal.
As further preferred means, two rounds are respectively equipped with two wing bases of the support base, a row is fixed
Position hole, a row is mounting hole, and location hole is interspersed with mounting hole, and shop bolt is provided with location hole, and mounting hole is provided with
First locking screw.
As further preferred means, the support base bearing, which is equipped with, strengthens angle steel, is set on the reinforcement angle steel
There is the two rows of and corresponding hole of support base.
As further preferred means, the edge column top is equipped with the U-lag coordinated with the second coarse thread screw rod.
As further preferred means, the central post is hollow structure, and the locating sleeve is set relative to central post
Left and right two is set to, one end that the locating sleeve is installed on central post is equipped with the 3rd coarse thread screw rod, the locating sleeve and the
Three coarse thread screw rod joints are equipped with middle positioning plate washer, and middle positioning plate washer is arranged on the outside of central post, on the 3rd coarse thread screw rod
It is spiral to have the 3rd locking screw and locating sleeve is fixed on central post.
Using beneficial effect of the present invention：1st, precast beam post mold can accomplish cross-sectional width mating component change in size, section
The support base system that crack side form is laterally stretched during change width does not have to punch in outsole die station again, improves making for outsole die station
With the service life, when form removal, laterally stretches the support base system of crack side form without dismantling completely, coordinates form removal without purlin car or crane,
The mould possesses that operation is easy, and construction is simple, positioning accuracy is high, and side form bottom does not have to punching, and when form removal is crack, and difficulty of construction is small
The advantages that.
2nd, lateral diagonal causes support post more to stablize, and improves the stability of support post.
3rd, support base is equipped with location hole and mounting hole, and location hole is interspersed with mounting hole, location hole and mounting hole
Separately it is staggered so that support base and the fixation of outsole die station are more firm, positioning is more accurate.
3rd, support base bearing, which is equipped with, strengthens angle steel, and shop bolt and the first locking screw are repeatedly fixed on branch for a long time
Support on base, cause location hole to be worn with mounting hole, fixation is insecure, easily loosens, and strengthening angle steel reduces location hole and fixation
Hole is worn, and improves stability maintenance.
4th, U-lag is fastened on the second coarse thread screw rod and is fixed with the second locking screw, easy to operate
5th, central post is hollow structure, spiral on the 3rd coarse thread screw rod to have the 3rd locking screw and be fixed on locating sleeve
Design on central post so that the convenient disassembly between central post and locating sleeve, the advantages that stability is good.
Brief description of the drawings
Fig. 1 is a kind of overall schematic of prefabricated beam column production mould proposed by the present invention.
Fig. 2 is a kind of crack view of prefabricated beam column production mould proposed by the present invention.
Fig. 3 is the structure diagram of the support base system proposed by the present invention for laterally stretching crack side form.
Fig. 4 is the top view of Fig. 3.
Fig. 5 is the structure diagram of avris mould that can be crack proposed by the present invention.
Fig. 6 is the structure diagram of the middle side form of coupled beam proposed by the present invention.
Fig. 7 is the structure diagram of ox proposed by the present invention load.
Fig. 8 is the top view of Fig. 7.
In figure：1st, the support base of side form；101st, support base；102nd, angle steel is strengthened；103rd, support post；104th, it is lateral oblique
Support；105th, column footstock；106th, swivel base；107th, rotational lantern ring；108th, the first coarse thread screw rod；109th, outer connection baffle；110th, even
Connect riser；111st, interior connection baffle；112nd, angle cleat；113rd, connecting bottom board；114th, shop bolt；2nd, avris mould；201st,
Side baffle plate；202nd, first panel back side vertical stiffener；203rd, first panel back side sash plate；204th, the first side form
Panel；205th, the first side form top plate；206th, crossbeam；3rd, the middle side form of coupled beam；301st, the second side form bottom plate；302nd, two panel
Back side vertical stiffener；303rd, second panel back side sash plate；304th, the second side form panel；305th, the second side form top plate；
306th, top connecting plate；4th, the fixing device of locking；401st, central post；402nd, edge column；4021st, U-lag；403rd, positioning sleeve
Pipe；404th, the second locking screw；405th, outer positioning plate washer；406th, middle positioning plate washer；407th, locating sleeve；408th, the 3rd coarse thread spiral shell
Bar；409th, the 3rd locking screw；5th, outsole die station.
Embodiment
The present invention is described in further detail below in conjunction with the accompanying drawings：
Such as Fig. 1-8, a kind of prefabricated beam column production mould, mainly includes outsole die station 5, the support base 1 of side form, avris mould
2 and locking fixing device 4；
The support base 1 of the side form includes support base 101, support post 103, drawing mechanism, the support post bottom
End 103 is fixed in support base 101, and the drawing mechanism is arranged on 103 top of support post, and the support base 101 is solid
It is scheduled in outsole die station 5,103 side of support post is equipped with lateral diagonal 104.
The avris mould 2 includes the first side form bottom plate 201, the first side form panel 204, crossbeam 206, the first side form face
204 base of plate is vertical with the first side form bottom plate 201 to be fixedly connected, and the crossbeam 206 is horizontally installed on the first side form panel 204
Non-functional face, one end of the drawing mechanism are fixed on the non-functional face of the first side form panel 204, the first side form bottom plate 201
It is fixed in outsole die station 5；
The fixing device 4 of the locking includes locating sleeve 407 and edge column 402, and edge column 402 is respectively in locating sleeve
407 both ends are removably installed, and 402 bottom of edge column is ridden upon on crossbeam 206.
The drawing mechanism includes column footstock 105, transposase 11 06, rotational lantern ring 107, horizontal adjustment the first coarse thread screw rod
108th, connection board 110 and fixed stretching device, the column footstock 105 is two pieces of risers, and 06 both sides of transposase 11 are provided with fixation
Axis 1061, one end of fixing axle 1061 are fixed in riser, and the first coarse thread screw rod 108 is screw-inserted into transposase 11 06, described
First coarse thread screw rod 108 is cased with connection board 110 close to one end of avris mould 2, and 108 other end of the first coarse thread screw rod, which is welded with, to be turned
The dynamic lantern ring 107,110 bottom of connection board are fixed with angle cleat 112, and 112 bottom of angle cleat is equipped with connection bottom
Plate 102, the first coarse thread screw rod 108 are being respectively welded outer connection 109 He of baffle at 110 two sides of connection board
Interior connection baffle 111, the angle cleat 112 is by welded and installed on the non-functional face of the first side form panel 204.Swivel base
106 be nut, and the first coarse thread screw rod 108 is inserted in nut, by rotating 107 first coarse thread screw rod 108 of rotational lantern ring
Rotate, the first coarse thread screw rod 108 of rotation stretches in transposase 11 06, drives angle cleat 112 to move so that avris mould 2 is micro-
Open.
The avris mould 2 further includes the first side form top plate 205, first panel back side sash plate 203, the first panel back of the body
Face vertical stiffener 202, the first side form top plate 205 are arranged on 204 upper end of the first side form panel, the first side form bottom plate
201 and first are equidistantly equipped with some first panel back sides vertical stiffener 202, first side form between side form top plate 205
204 centre position of panel is equipped with first panel back side sash plate 203, and 203 card insertion of first panel back side sash plate
In first panel back side vertical stiffener 202,202 bottom of first panel back side vertical stiffener and the first side form bottom
Gap is left between plate 201.
The middle side form 3 of coupled beam is further included, the middle side form 3 includes the second side form bottom plate 301, the second side form panel
304th, top connecting plate 306,301 two sides of the second side form bottom plate are arranged with a second side form panel 304, two the second sides
Gap is left between die face plate 304, two tops of the second side form panel 304 are equipped with some top connecting plates 306, the positioning
The centre position of casing 407 is additionally provided with central post 401, and 401 lower half of central post is arranged on two the second side form panels 304
Between gap in, the crossbeam 206 is arranged on the first half of first panel back side vertical stiffener 202.
The middle side form 3 of the coupled beam further includes second panel back side vertical stiffener 302, second panel back side level
Stiffener 303, the second side form top plate 305, the second side form top plate 305 are arranged on the top of the second side form panel 304, and described the
Several second panel back side vertical stiffeners are equipped between two side form top plates 305 and the second side form bottom plate 301 at equal intervals
302,304 centre position of the second side form panel is equipped with second panel back side sash plate 303, and second panel back side water
Flat 303 card insertion of stiffener passes through top in second panel back side vertical stiffener 302 between two the second side form top plates 305
Connecting plate 306 is fixed.
The support base system 1 that crack side form can laterally be stretched is used for positioning mold position, surface member width.
When assembling prefabricated beam column production mould, angle cleat 112 is welded on the first side form panel 204, is connected
The connecting bottom board 102 of 112 bottom of angle steel is ridden upon on first panel back side sash plate 203, is drawn by rotational lantern ring 107
Dynamic first coarse thread screw rod 108, so as to drive angle cleat 112 to be displaced outwardly, the first side form panel 204 will outwards micro- incline, and reach
To crack state.
Two rounds are respectively equipped with two wing bases of the support base 101, a row is location hole, and a row is mounting hole,
Location hole is interspersed with mounting hole, and shop bolt 114 is provided with location hole, and mounting hole is provided with the first locking screw
115。
101 bearing of support base, which is equipped with, strengthens angle steel 102, and the reinforcement angle steel 102 is equipped with two rows and support
101 corresponding hole of base.
402 top of edge column is equipped with the U-lag 4021 coordinated with the second coarse thread screw rod 403, the central post 401
For hollow structure, the locating sleeve 407 is arranged to left and right two relative to central post 401, and the locating sleeve 407 is installed
The 3rd coarse thread screw rod 408, the locating sleeve 407 and 408 joint of the 3rd coarse thread screw rod are equipped with one end of central post 401
Equipped with middle positioning plate washer 406, middle positioning plate washer 406 is arranged on the outside of central post 401, spiral on the 3rd coarse thread screw rod 408
There is the 3rd locking screw 409 and locating sleeve 407 is fixed on central post 401.
After being inserted into shop bolt 114 on location hole, mounting hole in support base 101 will with outsole die station 5
Screw hole corresponds to, and then support base 101 is fixed in outsole die station 5 by the first locking screw 115.
101 bearing of support base, which is equipped with, strengthens angle steel 102, and the reinforcement angle steel 102 is equipped with two rows and support
101 corresponding hole of base.Shop bolt more than 115 long-time of 114 and first locking screw is fixed in support base 101,
Location hole is caused to be worn with mounting hole, it is fixed insecure, easily loosen, strengthening angle steel 102 reduces location hole and mounting hole abrasion,
Improve stability maintenance.
The first side form panel 204 and 201 active link of the first side form bottom plate, it is outside to be easy to the first side form panel 204
Tilt, gap, the first side form panel are left between first panel back side vertical stiffener 202 and the first side form bottom plate 201
204 it is outward-dipping when, first panel back side vertical stiffener 202 would not touch the first side form bottom plate 201.
Prefabricated beam column production mould possesses operation easily, and construction is simple, positioning accuracy is high, and side form bottom does not have to punching,
It is crack during form removal, the advantages that difficulty of construction is small.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Profit requires rather than described above limits, it is intended that all in the implication and scope of the equivalency of claim by falling
Change is included in the present invention.Any reference numeral in claim should not be considered as to the involved claim of limitation.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped
Containing an independent technical solution, this narrating mode of specification is only that those skilled in the art should for clarity
Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
It is appreciated that other embodiment.
Description the invention is not restricted to more than to embodiment, the content that those skilled in the art disclose according to the present invention,
The creative work improvement and modification that be carried out need not be passed through on the basis of the present invention, all should protection scope of the present invention it
It is interior.
Claims (10)
- A kind of 1. prefabricated beam column production mould, it is characterised in that：Mainly include die station (5), support base (1), the avris of side form Mould (2) and the fixing device (4) of locking,The support base (1) of the side form includes support base (101), support post (103), drawing mechanism, the support post Bottom (103) is fixed in support base (101), and the drawing mechanism is arranged on support post (103) top, the support bottom Seat (101) is fixed in die station (5)；The avris mould (2) includes the first side form bottom plate (201), the first side form panel (204), crossbeam (206), first side Die face plate (204) base is vertical with the first side form bottom plate (201) to be fixedly connected, and the crossbeam (206) is horizontally installed on the first side The non-functional face of die face plate (204), one end of the drawing mechanism are fixed on the non-functional face of the first side form panel (204), First side form bottom plate (201) is fixed in die station (5)；The fixing device (4) of the locking includes locating sleeve (407) and edge column (402), edge column (402) respectively with positioning The both ends of casing (407) are removably installed, and edge column (402) bottom is ridden upon on crossbeam (206).
- A kind of 2. prefabricated beam column production mould according to claim 1, it is characterised in that：The drawing mechanism includes vertical Capital seat (105), swivel base (106), rotational lantern ring (107), horizontal adjustment the first coarse thread screw rod (108), connection board (110) and Fixed stretching device, the column footstock (105) is two pieces of risers, and swivel base (106) both sides are provided with fixing axle (1061), fixed One end of axis (1061) is fixed in riser, and the first coarse thread screw rod (108) is screw-inserted into swivel base (106), and described first Coarse thread screw rod (108) is cased with connection board (110), the welding of first coarse thread screw rod (108) other end close to one end of avris mould (2) There is rotational lantern ring (107), connection board (110) bottom is fixed with angle cleat (112), angle cleat (112) bottom Portion is equipped with connecting bottom board (102), and the first coarse thread screw rod (108) is respectively welded at connection board (110) two sides There are outer connection baffle (109) and interior connection baffle (111), the angle cleat (112) is by welded and installed in the first side form face On the non-functional face of plate (204).
- A kind of 3. prefabricated beam column production mould according to claim 1, it is characterised in that：The avris mould (2) is also wrapped The first side form top plate (205), first panel back side sash plate (203), first panel back side vertical stiffener (202) are included, The first side form top plate (205) is arranged on first side form panel (204) upper end, the first side form bottom plate (201) and first Some first panel back sides vertical stiffener (202), the first side form panel are equidistantly equipped between side form top plate (205) (204) centre position is equipped with first panel back side sash plate (203), and first panel back side sash plate (203) blocks It is inserted in first panel back side vertical stiffener (202), first panel back side vertical stiffener (202) bottom and the first side Baffle plate leaves gap between (201).
- 4. according to a kind of prefabricated beam column production mould of claim 1-3 any one of them, it is characterised in that：Further include Two bors d's oeuveres The middle side form (3) of beam, the middle side form (3) connect including the second side form bottom plate (301), the second side form panel (304), top Fishplate bar (306), second side form bottom plate (301) two sides are arranged with a second side form panel (304), two the second side form faces Gap is left between plate (304), some top connecting plates (306) are equipped with the top of two the second side form panels (304), it is described fixed The centre position of position casing (407) is additionally provided with central post (401), and central post (401) lower half is arranged on two the second sides In gap between die face plate (304), the crossbeam (206) is arranged on the upper half of first panel back side vertical stiffener (202) Portion.
- A kind of 5. prefabricated beam column production mould according to claim 4, it is characterised in that：The medial side of the coupled beam Mould (3) further includes second panel back side vertical stiffener (302), second panel back side sash plate (303), the second side form top Plate (305), the second side form top plate (305) are arranged at the top of the second side form panel (304), the second side form top plate (305) several second panel back side vertical stiffeners (302), institute are equipped with equal intervals between the second side form bottom plate (301) State second side form panel (304) centre position and be equipped with second panel back side sash plate (303), and the second panel back side is horizontal Stiffener (303) card insertion passes through in second panel back side vertical stiffener (302) between two the second side form top plates (305) Some top connecting plates (306) are fixed.
- 6. according to a kind of prefabricated beam column production mould of claim 1-3 any one of them, it is characterised in that：The support is vertical Column (103) side is equipped with lateral diagonal (104).
- 7. according to a kind of prefabricated beam column production mould of claim 1-3 any one of them, it is characterised in that：The support bottom Two rounds are respectively equipped with two wing bases of seat (101), a row is location hole, and a row is mounting hole, and location hole is handed over mounting hole Mistake is distributed, and is provided with shop bolt (114) on location hole, mounting hole is provided with the first locking screw (115).
- 8. according to a kind of prefabricated beam column production mould of claim 1-3 any one of them, it is characterised in that：The support bottom Seat (101) bearing is equipped with hole in two rows of and support base (101) equipped with angle steel (102), the reinforcement angle steel (102) is strengthened Corresponding hole.
- 9. according to a kind of prefabricated beam column production mould of claim 1-3 any one of them, it is characterised in that：The edge column (402) top is equipped with the U-lag (4021) coordinated with the second coarse thread screw rod (403).
- A kind of 10. prefabricated beam column production mould according to claim 4, it is characterised in that：The central post (401) is Hollow structure, the locating sleeve (407) are arranged to left and right two, locating sleeve (407) peace relative to central post (401) The 3rd coarse thread screw rod (408), the locating sleeve (407) and the 3rd coarse thread screw rod are equipped with mounted in one end of central post (401) (408) joint is equipped with middle positioning plate washer (406), and middle positioning plate washer (406) is arranged on the outside of central post (401), and the described 3rd It is spiral on coarse thread screw rod (408) to have the 3rd locking screw (409) and locating sleeve (407) is fixed on central post (401).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711351817.3A CN107901196B (en) | 2017-12-15 | 2017-12-15 | Mould is used in precast beam post production |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711351817.3A CN107901196B (en) | 2017-12-15 | 2017-12-15 | Mould is used in precast beam post production |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107901196A true CN107901196A (en) | 2018-04-13 |
| CN107901196B CN107901196B (en) | 2024-03-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711351817.3A Active CN107901196B (en) | 2017-12-15 | 2017-12-15 | Mould is used in precast beam post production |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109366696A (en) * | 2018-11-23 | 2019-02-22 | 德州海天机电科技有限公司 | A kind of adjustable beam column mold |
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| DE4209678A1 (en) * | 1992-03-25 | 1993-09-30 | Ebawe Maschinenbau Gmbh | Formwork detail for producing concrete components - has two U=sections joined to form T=groove for locating and tightening of side panel. |
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| CN206170287U (en) * | 2016-11-16 | 2017-05-17 | 鲍威 | A moulded die for producing light -duty beam type stair of double pin formula |
| CN107443547A (en) * | 2017-08-21 | 2017-12-08 | 长沙远大住宅工业集团股份有限公司 | The production equipment and production method of a kind of precast beam |
| CN207630236U (en) * | 2017-12-15 | 2018-07-20 | 许金根 | A kind of prefabricated beam column production mold |
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| DE4209678A1 (en) * | 1992-03-25 | 1993-09-30 | Ebawe Maschinenbau Gmbh | Formwork detail for producing concrete components - has two U=sections joined to form T=groove for locating and tightening of side panel. |
| CN104908149A (en) * | 2015-06-30 | 2015-09-16 | 中铁二十三局集团有限公司 | Template system of magnetic-levitation linear track beam and application method |
| CN104942975A (en) * | 2015-06-30 | 2015-09-30 | 江苏华江祥瑞现代建筑发展有限公司 | Prefabricated assembly type beam column assembling die |
| CN104999547A (en) * | 2015-06-30 | 2015-10-28 | 中铁二十三局集团有限公司 | Automatic template system for maglev curve track beam and use method of automatic template system |
| CN105965682A (en) * | 2016-07-13 | 2016-09-28 | 安徽海龙建筑工业有限公司 | Demolding device and method for prefabricated wallboard |
| CN206170287U (en) * | 2016-11-16 | 2017-05-17 | 鲍威 | A moulded die for producing light -duty beam type stair of double pin formula |
| CN107443547A (en) * | 2017-08-21 | 2017-12-08 | 长沙远大住宅工业集团股份有限公司 | The production equipment and production method of a kind of precast beam |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109366696A (en) * | 2018-11-23 | 2019-02-22 | 德州海天机电科技有限公司 | A kind of adjustable beam column mold |
| CN109366696B (en) * | 2018-11-23 | 2024-02-23 | 德州海天机电科技有限公司 | Beam column mould with adjustable |
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| CN107901196B (en) | 2024-03-15 |
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