CN204221945U - Air entrained concrete slip is framed - Google Patents

Air entrained concrete slip is framed Download PDF

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Publication number
CN204221945U
CN204221945U CN201420623534.5U CN201420623534U CN204221945U CN 204221945 U CN204221945 U CN 204221945U CN 201420623534 U CN201420623534 U CN 201420623534U CN 204221945 U CN204221945 U CN 204221945U
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CN
China
Prior art keywords
framework
template
clamping arm
framed
entrained concrete
Prior art date
Application number
CN201420623534.5U
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Chinese (zh)
Inventor
蒋昆
蒋东易
Original Assignee
广安世宇建筑材料有限公司
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Priority to CN201420623534.5U priority Critical patent/CN204221945U/en
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Publication of CN204221945U publication Critical patent/CN204221945U/en

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Abstract

It is framed that the utility model discloses a kind of air entrained concrete slip, comprise the framework of cube structure, the end face opening of this framework, a lateral opening of this framework, the lateral opening of this framework is coated with dismounting template, at least two clamping arm rotating shafts are installed in the base plate of described framework, the lateral vertical of described clamping arm rotating shaft and described framework opening, the base plate of described framework is stretched out at the arm pivoted two ends of described compression respectively, the arm pivoted two ends of described compression are connected with template clamping arm and rotating handles respectively, described template clamping arm is positioned at outside described dismounting template, lower end and the arm pivoted end of described compression of described template clamping arm are affixed, described template clamping arm is vertical with described clamping arm rotating shaft.The remarkable result of the program is, can automatically complete framed dismounting, the taking-up operation of molding blank, and automaticity is high, saves time and labour, is applicable to industrialization and produces.

Description

Air entrained concrete slip is framed
Technical field
The utility model relates to the production equipment of air-entrained concrete building block, specifically, relates to a kind of air entrained concrete slip framed.
Background technology
China is an energy starved country, again a high energy consumption country simultaneously, building energy consumption accounts for about 30% of social total energy consumption, therefore, building energy conservation, for implementing a scientific outlook on development, implements energy-saving and emission-reduction strategy, build a conservation-minded society, realize Significance of Sustainable Development great, Given this, country with within 2005, promulgated " public building energy design standard " (GB50189-2005).In order to carry out national energy-saving standard better, the target of round Realization building energy conservation 50%, government department in all parts of the country explicitly calls for all newly-built, renovating and enlarging residential architectures and public building in administrative area will distinguish the corresponding mandatory standard of strict implement country.
Air-entrained concrete building block is that a kind of quality is light, intensity is high, heat-insulation and heat-preservation, heat-proof combustion-resistant, low-carbon environment-friendly, sound absorption sound insulation, impermeabilisation, porous New Building Materials that shock resistance is strong, good properties, is widely used in building trade.The primary raw material of air-entrained concrete building block is selected to be lime and cement, and in addition also can select river sand, flyash, ore in sand form, industrial waste, slag and building waste etc., can realize refuse reclamation, product has the advantage of energy-conserving and environment-protective.In the production of air-entrained concrete building block, need the raw material of various powdery to add material-compound tank in proportion, then the mix and blend that adds water in material-compound tank, finally obtain air-entrained concrete building block finished product through base, cutting, steam pressure operation after having prepared burden.
The base operation of air entrained concrete is carried out in framed, and traditional framed needs manually carry out dismounting, waste time and energy, and are unfavorable for that industrialization is produced.Therefore need to provide a kind of newly framed.
Utility model content
For solving above technical problem, the utility model provides a kind of air entrained concrete slip framed.
Technical scheme is as follows:
A kind of air entrained concrete slip is framed, its key is: the framework comprising cube structure, the end face opening of this framework, a lateral opening of this framework, the lateral opening of this framework is coated with dismounting template, at least two clamping arm rotating shafts are installed in the base plate of described framework, the lateral vertical of described clamping arm rotating shaft and described framework opening, the base plate of described framework is stretched out at the arm pivoted two ends of described compression respectively, the arm pivoted two ends of described compression are connected with template clamping arm and rotating handles respectively, described template clamping arm is positioned at outside described dismounting template, lower end and the arm pivoted end of described compression of described template clamping arm are affixed, described template clamping arm is vertical with described clamping arm rotating shaft.
The remarkable result of above technical scheme is adopted to be, be arranged on template clamping arm and the rotating handles coaxial rotation at clamping arm rotating shaft two ends, be connected with rotating handles by outer executing agency, when dismounting template is covered on the lateral opening of framework, rotation template clamping arm, makes template clamping arm and framework close contact, and dismounting template forms the sidewall of framework, slip enters from by the end face opening of framework, at framed interior shaping base; After slurry curing forms base substrate, outer executing agency driven rotary handle makes template clamping arm rotate, and finally makes template clamping arm depart from dismounting template, dismounting template is removed, base substrate takes out from the lateral opening of framework, and do not need artificial dismounting to dismantle template, automaticity is high.
In order to better realize the utility model, may further be:
Above-mentioned template clamping arm is channel-section steel, the groove of this template clamping arm is towards described dismounting template, balance adjustment arm is provided with along its length in the groove of described template clamping arm, the middle part of described balance adjustment arm is arranged on by balancing pole rotating shaft in the groove of described template clamping arm, pinch rollers is separately installed with at the two ends of this balance adjustment arm, the outer surface of this pinch rollers and described dismounting template compresses, and axis when this pinch rollers is rotated is parallel with the length direction of described clamping arm.Adopt above technical scheme, balance adjustment arm regulates self attitude according to stressing conditions, dismounting template uniform force, good stability, with the good airproof performance of framework, pinch rollers will be dismantled template on the one hand and compress, when template clamping arm rotates and between dismounting template, there is rolling friction on the other hand, reduce resistance when template clamping arm rotates.
Above-mentioned rotating handles is in " L " type, and the long-armed and described clamping arm rotating shaft of this rotating handles is vertical, the external part that this rotating handles is long-armed and described clamping arm roller end affixed, the galianconism of this rotating handles is away from described framework.Adopt above technical scheme, the rotating handles of L-type is convenient to be connected with outer executing agency.
Two framed upset posts are provided with respectively at the outer surface of just right two side plates of described framework, framed upset post described in one of them is near the end face opening of described framework and lateral opening, another framed upset post is away from the end face opening of described framework and lateral opening, the line of two described framed upset posts and the angle of described framework base plate are 42.5 ° ~ 46 °, and described framed upset post is parallel with the side of described framework opening.Adopt above technical scheme, after slurry curing forms base substrate, outer executing agency is connected with framed upset post, framework is overturn, and down, base substrate and dismounting template are poured out framework to the lateral opening of framework, the gripper shoe that dismounting template is processed as base substrate subsequent transportation.
Described framework outside two vertical sides of described dismounting template is respectively arranged with template direction banking stop, and this template direction banking stop is near the chamfering of described dismounting template.Adopt above technical scheme, during installation, template direction banking stop plays guide and limit effect to dismounting template.
At the lower surface of described framework base plate, the framed transfer wheel of two rows is installed.Adopt above technical scheme, be convenient to framework and walk in orbit.
Above-mentioned dismounting template comprises stencil body, the lateral surface of this stencil body is provided with four stiffeners, four described stiffeners are respectively near four sides of described stencil body, four described stiffeners are all vertical with described stencil body, four described stiffeners surround rectangular box-like structure, the lateral surface of described stencil body is provided with bracing frame, and this bracing frame is positioned at the rectangle frame that four described stiffeners surround.Adopt above technical scheme, dismounting template strength is high.
Above-mentioned bracing frame comprises at least two transverse support bar be parallel to each other, this transverse support bar is arranged along the length direction of described stencil body, this transverse support bar and described stencil body affixed, be fixedly connected with by least two vertical tube connectors between described transverse support bar, described transverse support bar is mutually vertical with vertical tube connector 56, the described transverse support bar be parallel to each other offers corresponding connecting rod perforation, described vertical tube connector is located in corresponding described connecting rod perforation, and the two ends of described vertical tube connector pass corresponding described stiffener respectively.Adopt above technical scheme, bracing frame intensity is high, supporting & stablizing.
Being provided with two along its length in the outside of above-mentioned bracing frame rolls dull and stereotyped, and described rolling flat board is fixedly connected with described transverse support bar;
At least two bar shaped backing plates are had in the arranged outside of support frame as described above, described bar shaped backing plate is between two described rolling flat boards, described bar shaped backing plate is fixedly connected with described transverse support bar, and described the roll flat board of two ends respectively with corresponding of described bar shaped backing plate is concordant.Adopt above technical scheme, pinch rollers steadily can be rolled on rolling flat board.
Beneficial effect: adopt air entrained concrete slip of the present utility model framed, can automatically complete framed dismounting, the taking-up operation of molding blank, automaticity is high, saves time and labour, is applicable to industrialization and produces.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation after the dismounting template 5 in Fig. 1 being dismantled;
Fig. 3 is the left view of Fig. 1;
Fig. 4 is the mounting structure schematic diagram of template clamping arm 3, balance adjustment arm 6 and pinch rollers 7;
Fig. 5 is the right view of Fig. 4;
Fig. 6 is the structural representation of dismounting template 5;
Fig. 7 is the top view of Fig. 6;
Fig. 8 is the A-A` sectional view of Fig. 6.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, the utility model is described in further detail.
As shown in Fig. 1 to Fig. 5, a kind of air entrained concrete slip is framed, comprise the framework 1 of cube structure, the end face opening of this framework 1, a lateral opening of this framework 1, the lateral opening of this framework 1 is coated with dismounting template 5, at least two clamping arm rotating shafts 2 are installed in the base plate of described framework 1, the lateral vertical of described clamping arm rotating shaft 2 and described framework 1 opening, the base plate of described framework 1 is stretched out at the two ends of described clamping arm rotating shaft 2 respectively, the two ends of described clamping arm rotating shaft 2 are connected with template clamping arm 3 and rotating handles 4 respectively, described template clamping arm 3 is positioned at outside described dismounting template 5, the lower end of described template clamping arm 3 and the end of described clamping arm rotating shaft 2 affixed, described template clamping arm 3 is vertical with described clamping arm rotating shaft 2.
Described template clamping arm 3 is channel-section steel, the groove of this template clamping arm 3 is towards described dismounting template 5, balance adjustment arm 6 is provided with along its length in the groove of described template clamping arm 3, the middle part of described balance adjustment arm 6 is arranged on by balancing pole rotating shaft in the groove of described template clamping arm 3, pinch rollers 7 is separately installed with at the two ends of this balance adjustment arm 6, this pinch rollers 7 compresses with the outer surface of described dismounting template 5, and axis when this pinch rollers 7 is rotated is parallel with the length direction of described clamping arm 3.
Described rotating handles 4 is in " L " type, and the long-armed and described clamping arm rotating shaft 2 of this rotating handles 4 is vertical, the external part that this rotating handles 4 is long-armed and described clamping arm rotating shaft 2 end affixed, the galianconism of this rotating handles 4 is away from described framework 1.
Two framed upset posts 8 are provided with respectively at the outer surface of just right two side plates of described framework 1, framed upset post 8 described in one of them is near the end face opening of described framework 1 and lateral opening, another framed upset post 8 is away from the end face opening of described framework 1 and lateral opening, the line of two described framed upset posts 8 and the angle of described framework 1 base plate are 42.5 ° ~ 46 °, and described framed upset post 8 is parallel with the side of described framework 1 opening.
Described framework 1 outside two vertical sides of described dismounting template 5 is respectively arranged with template direction banking stop 9, this template direction banking stop 9, near one side chamfering of described dismounting template 5, is provided with the framed transfer wheel 10 of two rows at the lower surface of described framework 1 base plate.
Fig. 2 illustrates after template clamping arm 3 revolves shape, the view after dismounting template 5 being dismantled.
Composition graphs 6 can be found out to Fig. 8 again, described dismounting template 5 comprises stencil body 51, the lateral surface of this stencil body 51 is provided with four stiffeners 52, four described stiffeners 52 are respectively near four sides of described stencil body 51, four described stiffeners 52 are all vertical with described stencil body 51, four described stiffeners 52 surround rectangular box-like structure, and the lateral surface of described stencil body 51 is provided with bracing frame, and this bracing frame is positioned at the rectangle frame that four described stiffeners 52 surround.
Support frame as described above comprises at least two transverse support bar be parallel to each other 53, this transverse support bar 53 is arranged along the length direction of described stencil body 51, this transverse support bar 53 is affixed with described stencil body 51, be fixedly connected with by least two vertical tube connectors 56 between described transverse support bar 53, described transverse support bar 53 is mutually vertical with vertical tube connector 56, the described transverse support bar 53 be parallel to each other offers corresponding connecting rod perforation, described vertical tube connector 56 is located in corresponding described connecting rod perforation, the two ends of described vertical tube connector 56 pass corresponding described stiffener 52 respectively.
Be provided with two in the outside of support frame as described above along its length and roll dull and stereotyped 54, described rolling dull and stereotyped 54 is fixedly connected with described transverse support bar 53.
At least two bar shaped backing plates 55 are had in the arranged outside of support frame as described above, described bar shaped backing plate 55 is between two described rollings dull and stereotyped 54, described bar shaped backing plate 55 is fixedly connected with described transverse support bar 53, and described the roll flat board 54 of two ends respectively with corresponding of described bar shaped backing plate 55 is concordant.
Described transverse support bar 53 is channel-section steel, and the groove of described transverse support bar 53 is towards described stencil body 51.
Finally it should be noted that; foregoing description is only preferred embodiment of the present utility model; those of ordinary skill in the art is under enlightenment of the present utility model; under the prerequisite without prejudice to the utility model aim and claim; can make like multiple types and representing, such conversion all falls within protection domain of the present utility model.

Claims (9)

1. an air entrained concrete slip is framed, it is characterized in that: the framework (1) comprising cube structure, the end face opening of this framework (1), a lateral opening of this framework (1), the lateral opening of this framework (1) is coated with dismounting template (5), at least two clamping arm rotating shafts (2) are installed in the base plate of described framework (1), the lateral vertical of described clamping arm rotating shaft (2) and described framework (1) opening, the base plate of described framework (1) is stretched out at the two ends of described clamping arm rotating shaft (2) respectively, the two ends of described clamping arm rotating shaft (2) are connected with template clamping arm (3) and rotating handles (4) respectively, described template clamping arm (3) is positioned at described dismounting template (5) outside, the lower end of described template clamping arm (3) and the end of described clamping arm rotating shaft (2) affixed, described template clamping arm (3) is vertical with described clamping arm rotating shaft (2).
2. air entrained concrete slip according to claim 1 is framed, it is characterized in that: described template clamping arm (3) is channel-section steel, the groove of this template clamping arm (3) is towards described dismounting template (5), balance adjustment arm (6) is provided with along its length in the groove of described template clamping arm (3), the middle part of described balance adjustment arm (6) is arranged on by balancing pole rotating shaft in the groove of described template clamping arm (3), pinch rollers (7) is separately installed with at the two ends of this balance adjustment arm (6), this pinch rollers (7) compresses with the outer surface of described dismounting template (5), axis when this pinch rollers (7) is rotated is parallel with the length direction of described clamping arm (3).
3. air entrained concrete slip according to claim 1 and 2 is framed, it is characterized in that: described rotating handles (4) is in " L " type, long-armed and the described clamping arm rotating shaft (2) of this rotating handles (4) is vertical, the external part that this rotating handles (4) is long-armed and described clamping arm rotating shaft (2) end affixed, the galianconism of this rotating handles (4) is away from described framework (1).
4. air entrained concrete slip according to claim 1 is framed, it is characterized in that: be provided with two framed upset posts (8) respectively at the outer surface of just right two side plates of described framework (1), the end face opening of the close described framework (1) of framed upset post (8) described in one of them and lateral opening, another framed upset post (8) is away from the end face opening of described framework (1) and lateral opening, two described lines of framed upset post (8) and the angle of described framework (1) base plate are 42.5 ° ~ 46 °, described framed upset post (8) is parallel with the side of described framework (1) opening.
5. the air entrained concrete slip according to claim 1,2 or 4 is framed, it is characterized in that: the described framework (1) outside two vertical sides of described dismounting template (5) is respectively arranged with template direction banking stop (9), this template direction banking stop (9) is near the chamfering of described dismounting template (5).
6. air entrained concrete slip according to claim 1 is framed, it is characterized in that: be provided with framed transfer wheel (10) of two rows at the lower surface of described framework (1) base plate.
7. air entrained concrete slip according to claim 1 is framed, it is characterized in that: described dismounting template (5) comprises stencil body (51), the lateral surface of this stencil body (51) is provided with four stiffeners (52), four described stiffeners (52) are respectively near four sides of described stencil body (51), four described stiffeners (52) are all vertical with described stencil body (51), four described stiffeners (52) surround rectangular box-like structure, the lateral surface of described stencil body (51) is provided with bracing frame, this bracing frame is positioned at the rectangle frame that four described stiffeners (52) surround.
8. air entrained concrete slip according to claim 7 is framed, it is characterized in that: support frame as described above comprises at least two transverse support bar be parallel to each other (53), this transverse support bar (53) is arranged along the length direction of described stencil body (51), this transverse support bar (53) is affixed with described stencil body (51), be fixedly connected with by least two vertical tube connectors (56) between described transverse support bar (53), described transverse support bar (53) is mutually vertical with vertical tube connector 56, the described transverse support bar (53) be parallel to each other offers corresponding connecting rod perforation, described vertical tube connector (56) is located in corresponding described connecting rod perforation, the two ends of described vertical tube connector (56) pass corresponding described stiffener (52) respectively.
9. air entrained concrete slip according to claim 8 is framed, it is characterized in that: be provided with along its length in the outside of support frame as described above two roll dull and stereotyped (54), described rolling dull and stereotyped (54) is fixedly connected with described transverse support bar (53);
At least two bar shaped backing plates (55) are had in the arranged outside of support frame as described above, described bar shaped backing plate (55) is positioned between two described rollings dull and stereotyped (54), described bar shaped backing plate (55) is fixedly connected with described transverse support bar (53), and described roll dull and stereotyped (54) of the two ends respectively with corresponding of described bar shaped backing plate (55) are concordant.
CN201420623534.5U 2014-10-24 2014-10-24 Air entrained concrete slip is framed CN204221945U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105799037A (en) * 2016-05-09 2016-07-27 许昌五星实业有限责任公司 Production assembly line of self-thermal insulation concrete blocks
CN105856412A (en) * 2016-05-20 2016-08-17 中铁建电气化局集团西安电气化制品有限公司 Automatic die dismounting and mounting device for railway cross web member type concrete contact net strut

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105799037A (en) * 2016-05-09 2016-07-27 许昌五星实业有限责任公司 Production assembly line of self-thermal insulation concrete blocks
CN105799037B (en) * 2016-05-09 2018-01-26 许昌五星实业有限责任公司 A kind of heat insulation building block production line
CN105856412A (en) * 2016-05-20 2016-08-17 中铁建电气化局集团西安电气化制品有限公司 Automatic die dismounting and mounting device for railway cross web member type concrete contact net strut
CN105856412B (en) * 2016-05-20 2018-10-02 中铁建电气化局集团西安电气化制品有限公司 Mold device is dismounted automatically for the horizontal web member formula concrete contact network strut of railway

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Granted publication date: 20150325

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