CN204266591U - Exempt to tear side bumper mould open - Google Patents
Exempt to tear side bumper mould open Download PDFInfo
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- CN204266591U CN204266591U CN201420758667.3U CN201420758667U CN204266591U CN 204266591 U CN204266591 U CN 204266591U CN 201420758667 U CN201420758667 U CN 201420758667U CN 204266591 U CN204266591 U CN 204266591U
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- baseplate part
- fixed head
- side bumper
- exempt
- bumper mould
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Abstract
The utility model provides exempts to tear side bumper mould open, it support comprising baseplate part and be connected with baseplate part; Support comprises fixed head and stiffener, and fixed head is connected to the side of baseplate part; Stiffener be arranged at fixed head away from the side of baseplate part and its end away from fixed head be connected with baseplate part.The utility model is exempted to tear side bumper mould open and is fixed on when producing prefabricated units the side bumper mould that platform mould can be used as prefabricated units; And exempt to tear the intensity that side bumper mould increases tongue and groove place, prefabricated units edge open, avoid prefabricated units edge to cause damage when transporting; Simultaneously, when having the prefabricated units exempting to tear side bumper mould open be connected with site concrete or splice with another prefabricated units, only need to set up inner formword inside concrete construction interior, exempt to tear side bumper mould open to fix together with cast-in-situ concrete with skeleton as the exterior sheathing at cast-in-place connected node place, strengthen the bonding strength between two prefabricated units and save the trouble of dismounting, it also avoid the pollution of cast-in-situ concrete to building outside finish.
Description
Technical field
The utility model belongs to assembled architecture field, particularly a kind ofly tears side bumper mould open for exempting from prefabricated units.
Background technology
In assembled architecture, partial precast component by after plant produced, carries out fabricated construction usually at the construction field (site) again.For convenience of construction and installation, when prefabricated units are produced, its edge designs is overlapping layers, as the outboard template of cast-in-situ concrete when being connected with adjacent regions, therefore can avoid in building arranged outside template.By realizing being interconnected to form entirety to the cast-in-situ concrete of connected node place between prefabricated units and main structure body or adjacent members.
When the strength deficiency of the marginal portion of prefabricated units is to carry the pressure of cast-in-situ concrete, it just can not use as outboard template.Now, outboard template in needing both sides inside and outside connected node to set up respectively to be connected by Screw arbor with nut at both-ends, and interior outboard template is removed after completing concreting and maintenance.But, for the prefabricated units with external decoration, fragile and pollute outside finish when setting up outboard template and concreting, need again to safeguard outside finish; And set up and remove outboard template and need to set up scaffold in building outside, carry out aerial work, not only construct loaded down with trivial details, efficiency is low and bring risk to the personal safety of constructor.
Utility model content
Based on this, be necessary to provide a kind of when prefabricated units construction and installation constructability, exempting from of raising the efficiency tears side bumper mould open.
Exempt to tear open the support that side bumper mould comprises baseplate part and is connected with baseplate part; The stiffener that described support comprises fixed head and is connected with described fixed head, described fixed head is connected to the side of described baseplate part; Described stiffener be arranged at described fixed head away from the side of baseplate part and its end away from fixed head be connected with baseplate part.
Wherein in an embodiment, described baseplate part offers mounting groove.
Wherein in an embodiment, described baseplate part is provided with slot, described stiffener is provided with away from the end of described fixed head the Plug Division coordinated with described slot.
Wherein in an embodiment, described baseplate part and/or described Plug Division offer some holes.
Wherein in an embodiment, in described Plug Division, baseplate part and fixed head three, the surface of at least one is protruded and is provided with some fixed parts and/or some through holes.
Wherein in an embodiment, exempt to tear side bumper mould open and also comprise anchoring section, one end that described anchoring section is connected with described baseplate part by described fixed head continues to extend to form, and described anchoring section offers some holes.
Wherein in an embodiment, exempt to tear side bumper mould open and also comprise anchoring section, being connected with described baseplate part of described anchoring section, the another side of described anchoring section extends to the direction away from described stiffener.
Wherein in an embodiment, in described fixed head, baseplate part and stiffener three, the surface of at least one is formed with some ribs.
Exempt to tear side bumper mould open, it is arranged in precast wall panel, and precast wall panel comprises the concrete construction interior that non-structural is outer and be arranged on non-structural skin; Exempt to tear open side bumper mould comprise the baseplate part that is fixed on concrete construction interior lateral edges and to be connected with baseplate part and near the outer field support of non-structural; The lateral edges of described concrete construction interior is embedded with the overhanging connecting reinforcement extended to described baseplate part direction, described baseplate part offers for being embedded in the mounting groove that in concrete construction interior, connecting reinforcement stretches out in advance; Support comprises fixed head and is bent by fixed head one end away from baseplate part near baseplate part direction and be connected to the some stiffeners between fixed head and baseplate part, fixed head is vertically connected at the side of baseplate part first direction, and one end that fixed head is connected with baseplate part continues to extend to form anchoring section to away from baseplate part direction; Described baseplate part starts there are some slots extended along first direction, and stiffener is bent to form Plug Division away from the end of fixed head, and some Plug Divisions correspondence is plugged in some slots; In described baseplate part, anchoring section and Plug Division three at least one surface on offer some holes.
Wherein in an embodiment, the surface of baseplate part, fixed head and some Plug Divisions is protruded and is provided with some fixed parts, and surface and the fixed part relative position of baseplate part, fixed head and Plug Division offer some through holes.
Above-mentionedly exempt to tear open side bumper mould and be fixed on platform mould when producing prefabricated units, side bumper mould when can produce as prefabricated units; And exempt to tear the intensity that side bumper mould increases tongue and groove place, prefabricated units edge open, avoid prefabricated units edge to cause damage in transportation; Include the prefabricated units exempting to tear side bumper mould open to be connected with site concrete, also the prefabricated units exempting to tear side bumper mould open can be with to splice with another, only need the inner side template setting up cast-in-place node from the inner side of concrete construction interior, exempt to tear open side bumper mould together with cast-in-situ concrete, adjacent two parts to be connected and fixed with skeleton as the exterior sheathing at cast-in-place node place, not only strengthen the bonding strength between two components and save the trouble of dismounting, avoiding the pollution of cast-in-situ concrete to building outside finish simultaneously.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model prefabricated component assembly;
Fig. 2 is the structural representation exempting to tear open side bumper mould first visual angle in the utility model first embodiment;
Fig. 3 is for exempting from the structural representation tearing side bumper mould second visual angle open shown in Fig. 1;
Fig. 4 is the structural representation exempting to tear open side bumper mould in the utility model second embodiment;
Fig. 5 is the structural representation exempting to tear open side bumper mould in the utility model the 3rd embodiment;
Fig. 6 is for exempting from the structural representation tearing support in side bumper mould open shown in Fig. 5;
Fig. 7 is for exempting from the lateral view tearing support in side bumper mould open shown in Fig. 6;
Fig. 8 is the structural representation exempting to tear open side bumper mould in the utility model the 4th embodiment.
Detailed description of the invention
For the ease of understanding the utility model, below with reference to relevant drawings, the utility model is described more fully.Preferred embodiment of the present utility model is given in accompanying drawing.But the utility model can realize in many different forms, is not limited to embodiment described herein.On the contrary, provide the object of these embodiments be make the understanding of disclosure of the present utility model more comprehensively thorough.
It should be noted that, when element is called as " being fixed on " another element, directly can there is element placed in the middle in it on another element or also.When an element is considered to " connection " another element, it can be directly connected to another element or may there is centering elements simultaneously.
Unless otherwise defined, all technology used herein and scientific terminology are identical with belonging to the implication that those skilled in the art of the present utility model understand usually.The object of the term used in manual of the present utility model herein just in order to describe specific embodiment, is not intended to be restriction the utility model.Term as used herein " and/or " comprise arbitrary and all combinations of one or more relevant Listed Items.
Fig. 1 illustrates prefabricated component assembly in the utility model, and it comprises prefabricated units 99 and is arranged at exempting from prefabricated units 99 tears side bumper mould 100 open.Exempt to tear open side bumper mould 100 as the exterior sheathing at prefabricated units 99 site concrete adjacent with other or the cast-in-place connected node place of prefabricated units 99 and skeleton, and be fixed on together with cast-in-situ concrete in the concrete at connected node place, save the operation of the outboard template setting up and remove connected node place.Prefabricated units 99 comprise skin and are arranged at the internal layer of superficies.Wherein, in the present embodiment, prefabricated units 99 are precast wall panel, and skin is non-structural skin 990, and internal layer is the concrete construction interior 992 be arranged on non-structural skin 990.Non-structural skin 990 can be the layer of concrete thinner than concrete construction interior 992, Surgery therapy and external decoration composite plate or be connected with concrete construction interior 992 plug-in decorative panel etc.Understandably, in some other embodiment, prefabricated units 99 can be other component, such as, and shear wall etc.
Incorporated by reference to consulting Fig. 2, exempting to tear side bumper mould 100 open in the utility model first embodiment and comprising baseplate part 10, the support 20 be connected with baseplate part 10 and anchoring section 30.When exempting to tear open side bumper mould 100 and being installed on prefabricated units 99, baseplate part 10 and anchoring section 30 are fixed in concrete construction interior 992, and support 20 is relative towards the surface of concrete construction interior 992 with non-structural skin 990.
Baseplate part 10 is the straight tabular of rectangle in the present embodiment, spaced apartly on it is provided with the some hole 11, some mounting grooves 15 and the some slots 17 that run through.
When producing prefabricated units 99, when hole 11 1 aspect is conducive to avoiding building concrete construction interior 992, pressure is crossed strong and damages and exempt to tear open side bumper mould 100; Be conducive on the other hand discharging the gas produced when concreting is vibrated, concrete be embedded in hole 11 and be more firmly combined with baseplate part 10 by hole 11; And enhance the precast concrete of baseplate part 10 both sides and the continuity of cast-in-situ concrete.
Some mounting grooves 15 are arranged on baseplate part 10 along baseplate part 10 first direction respectively spaced reciprocally with some slots 17.Each mounting groove 15 is substantially in strip, and it all extends along the second direction of baseplate part 10, for supplying the connecting reinforcement (not shown) be embedded in concrete construction interior 992 in advance to stretch out, and also helps the gas of discharging and producing when concreting is vibrated.Each slot 17 all extends along baseplate part 10 first direction.Wherein, first direction is vertical with second direction.In the present embodiment, first direction is the length direction of baseplate part 10, and second direction is the width of baseplate part 10.
Some stiffeners 23 that support 20 comprises fixed head 21 and is connected with fixed head 21.Fixed head 21 is vertically connected at the side of baseplate part 10 first direction.
Please in the lump referring to Fig. 3, each stiffener 23 is continued inclination by fixed head 21 one end away from baseplate part 10 again and extends to form after bending near baseplate part 10 direction, and each stiffener 23 is connected with baseplate part 10 away from the end of fixed head 21.Particularly, stiffener 23 is the swash plate that opposing fixed plate 21 tilts, and the angle between fixed head 21 and stiffener 23 is acute angle.Each stiffener 23 is bent to form Plug Division 230 away from the end of fixed head 21.Some Plug Divisions 230 one_to_one corresponding is plugged in some slots 17, and so, baseplate part 10 forms class right-angled triangle with the cross section of support 20.For avoiding each Plug Division 230 to deviate from from associated socket 17, after associated socket 17 is inserted in each Plug Division 230, its free end protruding from baseplate part 10 surface is reversed certain angle, to be fixed in corresponding slot 17.
One end that anchoring section 30 is connected with baseplate part 10 by fixed head 21 continues to extend to form.Anchoring section 30 and some Plug Divisions 230 all also offer some holes 11 running through its surface.Wherein, anchoring section 30 and hole 11 on some Plug Divisions 230 enhance and exempt to tear side bumper mould 100 and the concrete anchored force of prefabricated units open.
When construction and installation, exempt to tear open side bumper mould 100 and be arranged on non-structural skin 990 in prefabricated units 99 and protrude from the inner space at concrete construction interior 992 edge.Wherein, baseplate part 10 is close to concrete construction interior 992, the fixed head 21 of support 20 is close towards the inner surface of concrete construction interior 992 with non-structural skin 990, preferably, fixed head 21 keeps the spacing of 1cm with the inner surface of non-structural skin 990, crosses strong and damage prefabricated units 99 when thinking that fixed head 21 provides certain deformation space and prevents pouring concrete when cast-in-situ concrete to the pressure of non-structural skin 990.Anchoring section 30 is all pre-buried and be anchored in concrete construction interior 992 with Plug Division 230, thus make to exempt to tear side bumper mould 100 open and form an entirety with prefabricated units 99, avoid causing during cast-in-situ concrete the structural failure of exempting to tear side bumper mould 100 open or and prefabricated units 99 between depart from.
Please refer to Fig. 4, in the utility model second embodiment, exempt to tear side bumper mould 200 open and tear side bumper mould 100 open relative to exempting from the first embodiment, its fixed head 21 is formed with the some ribs 250 extended along first direction, thus make fixed head 21 in corrugated.So, be conducive to the impact resistance strengthening fixed head 21, and strengthen the anchored force of cast-in-situ concrete and fixed head 21.Understandably, in some other embodiment, ribs 250 can extend along the second direction of fixed head 21.Exempting from the intensity of tearing side bumper mould 200 open to strengthen further, also some ribs 250 can be set by stiffener 23 and/or baseplate part 10.
Please refer to Fig. 5, Fig. 6 and Fig. 7, in the utility model the 3rd embodiment, exempt to tear side bumper mould 300 open and tear side bumper mould 100 open relative to exempting from the first embodiment, the surface of its baseplate part 10, fixed head 21, some Plug Divisions 230 and anchoring section 30 is all protruded and is provided with some fixed parts 290, exempts to tear side bumper mould 300 and concrete construction interior 992 concrete and the anchored force with cast-in-situ concrete open in order to strengthen when the concrete is poured.Meanwhile, baseplate part 10, fixed head 21 and surface, Plug Division 230 offer some through holes 270, in order to play and the scavenging action of hole 11 when building vibrated concrete in embodiment one with some fixed part 290 relative positions.Particularly, each fixed part 290 is substantially in trapezoidal, it is formed to the direction protrusion away from fixed head 21 or Plug Division 230 by the edge of the relative both sides of corresponding through hole 270, and two free ends that namely each fixed part 290 is relative are erected on the relative both sides of corresponding through hole 270.Wherein, the protrusion direction of some fixed parts 290 incomplete same on baseplate part 10, fixed head 21 and Plug Division 230.In certain embodiments, on baseplate part 10, fixed head 21 and Plug Division 230, fixed part 290 also can protrude in the same direction.Fixed part 290 and through hole 270 also can only be arranged at one in fixed head 21, stiffener 23, Plug Division 230 and anchoring section 30 or the two on, in this no limit.
Understandably, in some other embodiment, the shape of fixed part 290 and through hole 270 and the position that both are arranged also can be determined as required, such as, fixed head 21 can be arc shape, and a side in fixed head 21 or many sides are with the one in corresponding baseplate part 10, fixed head 21 and Plug Division 230 or keep certain intervals therebetween, make it be communicated with relative through hole 270, play the double action of anchoring and exhaust to make fixed head 21 with the combination of corresponding through hole 270 simultaneously; In addition, fixed head 21 and through hole 270 also can independently be arranged at one in baseplate part 10, fixed head 21 and Plug Division 230 or the two on.Now, fixed head 21 protrudes from corresponding baseplate part 10, fixed head 21 and surface, Plug Division 230, to play anchorage effect; Through hole 270 interval is run through and is arranged at baseplate part 10, fixed head 21, anchoring section 30 and surface, Plug Division 230, exempts to tear side bumper mould 400 and concrete anchoring ability open to play scavenging action or enhancing.
Please refer to Fig. 8, in the utility model the 4th embodiment, exempt to tear open baseplate part 10 in side bumper mould 400, fixed head 21 and stiffener 23 and all adopt impact style to be made of one piece.Meanwhile, baseplate part 10 is formed multiple spaced anchoring section 30.Each anchoring section 30 while be connected with baseplate part 10, and each anchoring section 30 around be connected with baseplate part 10 to the direction bending away from stiffener 23.So, the cut part of baseplate part 10 forms some confessions and is embedded in the mounting groove 15 that the connecting reinforcement in concrete construction interior 992 stretches out in advance.Some anchoring sections 30 and support 20 are formed at the both sides of baseplate part 10 respectively.When mounted, some anchoring section 30 is all pre-buried and be anchored in concrete construction interior 992 with Plug Division 230, thus make to exempt to tear side bumper mould 400 open and form an entirety with prefabricated units 99, avoid causing during cast-in-situ concrete the structural failure of exempting to tear side bumper mould 100 open or and prefabricated units 99 between depart from.
In the above-described embodiments, in order to strengthen anti-pressure ability and impact resistance, exempting to tear side bumper mould 100/200/300/400 open and being made up of metal material.Understandably, in some other embodiment, the material of exempting to tear open side bumper mould 100/200/300/400 all can be determined as required, in this no limit.Meanwhile, the shape of some stiffener 23 and slot 17, quantity and fit system all can be determined as required, such as, stiffener 23 are designed to integrate shaped type, now only need offer a slot 17 corresponding with stiffener 23 on baseplate part 10; Stiffener 23 also coordinates with baseplate part 10 by the mode of non-grafting in addition, and stiffener 23 and Plug Division 230 are two individual components, and both are fixedly welded in two opposing surfaces of baseplate part 10 respectively, now can omit slot 17, in this no limit.
In the utility model, exempt to tear side bumper mould 100/200/300/400 open and have the following advantages:
1, exempting to tear side bumper mould 100/200/300/400 open is fixed on platform mould when producing prefabricated units 99, the side bumper mould can produced as prefabricated units 99;
2, exempt to tear the intensity that side bumper mould 100/200/300/400 increases prefabricated units 99 edge open, avoid the marginal portion of prefabricated units 99 to cause damage in transportation;
3, include the prefabricated units 99 exempting to tear side bumper mould 100/200/300/400 open to be connected with the adjacent prefabricated units not with exempting to tear open side bumper mould, also the prefabricated units can exempting to tear open side bumper mould with adjacent belts splice, only need the inner side template setting up connected node inside concrete construction interior 992, exempt to tear side bumper mould 100/200/300/400 open to fix together with cast-in-situ concrete with skeleton as the outboard template at cast-in-place connected node place, strengthen the bonding strength between prefabricated units 99 and adjacent members and save the trouble of dismounting.
The above embodiment only have expressed several embodiment of the present utility model, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the utility model the scope of the claims.It should be pointed out that for the person of ordinary skill of the art, without departing from the concept of the premise utility, can also make some distortion and improvement, these all belong to protection domain of the present utility model.Therefore, the protection domain of the utility model patent should be as the criterion with claims.
Claims (10)
1. exempt to tear side bumper mould open, it is characterized in that: the support comprising baseplate part and be connected with baseplate part; The stiffener that described support comprises fixed head and is connected with described fixed head, described fixed head is connected to the side of described baseplate part; Described stiffener be arranged at described fixed head away from the side of described baseplate part and its end away from described fixed head be connected with described baseplate part.
2. exempt from as claimed in claim 1 to tear side bumper mould open, it is characterized in that: described baseplate part offers mounting groove.
3. exempt from as claimed in claim 1 to tear side bumper mould open, it is characterized in that: described baseplate part is provided with slot, described stiffener is provided with away from the end of described fixed head the Plug Division coordinated with described slot.
4. exempt from as claimed in claim 3 to tear side bumper mould open, it is characterized in that: described baseplate part and/or described Plug Division offer some holes.
5. exempt from as claimed in claim 3 to tear side bumper mould open, it is characterized in that: in described Plug Division, baseplate part and fixed head three, the surface of at least one is protruded and is provided with some fixed parts and/or some through holes.
6. exempt from as claimed in claim 1 to tear side bumper mould open, it is characterized in that: also comprise anchoring section, one end that described anchoring section is connected with described baseplate part by described fixed head continues to extend to form, and described anchoring section offers some holes.
7. exempt from as claimed in claim 1 to tear side bumper mould open, it is characterized in that: also comprise anchoring section, being connected with described baseplate part of described anchoring section, the another side of described anchoring section extends to the direction away from described stiffener.
8. exempt from as claimed in claim 1 to tear side bumper mould open, it is characterized in that: in described fixed head, baseplate part and stiffener three, the surface of at least one is formed with some ribs.
9. exempt to tear side bumper mould open, it is arranged in precast wall panel, it is characterized in that: precast wall panel comprises the concrete construction interior that non-structural is outer and be arranged on non-structural skin; Describedly exempt to tear side bumper mould open and comprise the baseplate part being fixed on described concrete construction interior lateral edges and the support be connected with described baseplate part; The lateral edges of described concrete construction interior is embedded with the overhanging connecting reinforcement extended to described baseplate part direction, described baseplate part offers the mounting groove stretched out for described overhanging connecting reinforcement; Described support comprise fixed head and by described fixed head away from one end of described baseplate part to the some stiffeners continuing after bending near described baseplate part direction to tilt to extend to form, described fixed head is vertically connected at the side of described baseplate part first direction, and one end that described fixed head is connected with described baseplate part continues to extend to form anchoring section to away from described baseplate part direction; Described baseplate part offers some slots extended along described baseplate part first direction, each described stiffener is bent to form Plug Division away from the end of described fixed head, and some described Plug Divisions correspondence is plugged in some described slots; In described baseplate part, anchoring section and Plug Division three, the surface of at least one offers some holes.
10. exempt from as claimed in claim 9 to tear side bumper mould open, it is characterized in that: the surface of described baseplate part, fixed head and some Plug Divisions is protruded and is provided with some fixed parts, surface and the described fixed part relative position of described baseplate part, fixed head and Plug Division offer some through holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420758667.3U CN204266591U (en) | 2014-12-04 | 2014-12-04 | Exempt to tear side bumper mould open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420758667.3U CN204266591U (en) | 2014-12-04 | 2014-12-04 | Exempt to tear side bumper mould open |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204266591U true CN204266591U (en) | 2015-04-15 |
Family
ID=52801463
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420758667.3U Active CN204266591U (en) | 2014-12-04 | 2014-12-04 | Exempt to tear side bumper mould open |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204266591U (en) |
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2014
- 2014-12-04 CN CN201420758667.3U patent/CN204266591U/en active Active
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| TR01 | Transfer of patent right |
Effective date of registration: 20160519 Address after: The comprehensive office building of Hunan province 410205 Changsha Kaifu District, No. 30 Xingang Road, Changsha Jinxia bonded logistics center room 2005 Patentee after: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Address before: 410201 comprehensive building in Hunan province Changsha Kaifu District, No. 30 Xingang Road, Changsha Jinxia bonded logistics center room 3005 Patentee before: Zhong Minzhuyou Co., Ltd |
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| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: China Civil Architecture Friends Technology (Jiaozhou) Co., Ltd. Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: 2018430000023 Denomination of utility model: Disassembly-free edge blocking mold, prefabricated part containing disassembly-free edge blocking mold, and connection joint of prefabricated part Granted publication date: 20150415 License type: Common License Record date: 20190102 |
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| EE01 | Entry into force of recordation of patent licensing contract |