CN206053326U - One kind hangs mould support meanss - Google Patents

One kind hangs mould support meanss Download PDF

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Publication number
CN206053326U
CN206053326U CN201620993525.4U CN201620993525U CN206053326U CN 206053326 U CN206053326 U CN 206053326U CN 201620993525 U CN201620993525 U CN 201620993525U CN 206053326 U CN206053326 U CN 206053326U
Authority
CN
China
Prior art keywords
vertical reinforcement
spacer bar
template
support meanss
mould support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201620993525.4U
Other languages
Chinese (zh)
Inventor
刘志猛
吴汇成
李晓明
张强
齐贞光
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fourth Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Original Assignee
Fourth Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fourth Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd filed Critical Fourth Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Priority to CN201620993525.4U priority Critical patent/CN206053326U/en
Application granted granted Critical
Publication of CN206053326U publication Critical patent/CN206053326U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses one kind hangs mould support meanss, affixed spacer bar at the top of vertical reinforcement and top and vertical reinforcement including setting perpendicular to the ground, angle between spacer bar and vertical reinforcement is 30 °~60 °, and vertical reinforcement side wall is also affixed to be provided with fixing frame of formworks.In the course of the work, because fixed at the top of vertical reinforcement and spacer bar, and vertical reinforcement is to be vertically arranged, and angle is between 30 °~60 ° at the top of spacer bar and vertical reinforcement, therefore, vertical reinforcement and spacer bar triangularity are supported, and so as to can effectively bear the pressure brought by template, and can also keep its stability.By the fixed mount for arranging, on the contrary can will be template direct interior, it is to avoid using being fixed by the way of bundling.And then improve speed of application, and can be installed in other positions, after the completion of only need to be carried to precalculated position, and also can reuse, effective less Construction Cost.

Description

One kind hangs mould support meanss
Technical field
This utility model is related to Construction Technology field, and more particularly to one kind hangs mould support meanss.
Background technology
Existing technical scheme is welded on plate muscle using bar dowel, by reinforced bar support by model sheetinstallat in welding On good reinforcing bar, reinforcing bar and template are bundled by iron wire, during concreting reinforcing bar is poured in concrete.But Be because every time using be required for one by one enter to be about to reinforcement welding, and template and reinforcing bar are bundled, serious impact Construction speed, causes claim for eot.
Utility model content
In view of this, the purpose of this utility model is to provide one kind and hangs mould support meanss, can carry out Reusability, and not Bundled with employing, effectively raise engineering construction progress, reduce Construction Cost.
To solve above-mentioned technical problem, this utility model provides one kind and hangs mould support meanss, including setting perpendicular to the ground Vertical reinforcement and top and the vertical reinforcement at the top of affixed spacer bar, the spacer bar and the vertical reinforcement it Between angle be 30 °~60 °, vertical reinforcement side wall is also affixed to be provided with fixing frame of formworks.
Preferably, the spacer bar bottom is affixed with the plate muscle extended from ground.
Preferably, the fixing frame of formworks include one end affixed setting vertical with the vertical reinforcement transverse steel and by The clamp muscle that the transverse steel other end is vertically extended upwards.
Preferably, the length of the transverse steel more than with the template width.
Preferably, the length of the clamp muscle with 1/3rd of the vertical reinforcement equal length.
Preferably, the angle between the spacer bar and the vertical reinforcement is 45 °.
One kind provided by the utility model hangs mould support meanss, including vertical reinforcement and spacer bar, and vertical steel It is 30 °~60 ° to connect angle at the top of muscle and spacer bar, therefore forms triangular support structure, so as to carry out stable propping up Support, and also affixed on the wall of vertical reinforcement side it is provided with fixing frame of formworks.
In the course of the work, because fixing at the top of vertical reinforcement and spacer bar, and vertical reinforcement is to be vertically arranged, and At the top of spacer bar and vertical reinforcement, angle is between 30 °~60 °, therefore, vertical reinforcement and spacer bar triangularity are supported, So as to can effectively bear the pressure brought by template, and its stability can also be kept.By the fixed mount for arranging, can be by mould Otherwise plate is direct interior, it is to avoid be fixed by the way of binding.And then speed of application is improve, and can carry out in other positions Install, after the completion of only need to be carried to precalculated position, and also can reuse, effective less engineering construction into This.
Description of the drawings
In order to be illustrated more clearly that this utility model embodiment, letter will be done to accompanying drawing to be used needed for embodiment below Single introduction, it should be apparent that, drawings in the following description are only some embodiments of the present utility model, general for this area For logical technical staff, on the premise of not paying creative work, can be with according to these other accompanying drawings of accompanying drawings acquisition.
Fig. 1 is the structural representation hung in one specific embodiment of mould support meanss provided by the utility model.
In accompanying drawing, 11 is vertical reinforcement, and 12 is spacer bar, and 21 is transverse steel, and 22 is clamp muscle, and 3 is template, and 4 are Plate muscle.
Specific embodiment
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model, rather than it is all real Apply example.Based on the embodiment in this utility model, those of ordinary skill in the art under the premise of creative work is not made, institute The every other embodiment for obtaining, belongs to this utility model protection domain.
In order that those skilled in the art more fully understand this utility model scheme, below in conjunction with the accompanying drawings and it is embodied as The utility model is described in further detail for mode.
Fig. 1 is refer to, Fig. 1 is the structural representation hung in one specific embodiment of mould support meanss provided by the utility model Figure.
One kind provided by the utility model hangs mould support meanss, including vertical reinforcement 11 and the top of setting perpendicular to the ground Affixed spacer bar 12, the folder between the spacer bar 12 and the vertical reinforcement 11 at the top of portion and the vertical reinforcement 11 Angle is 30-60 °, and 11 side wall of the vertical reinforcement is also affixed to be provided with 3 fixed mount of template.
Wherein, because fixing at the top of vertical reinforcement 11 and spacer bar 12, and vertical reinforcement 11 is to be vertically arranged, and props up Support reinforcing bar 12 and 11 top angle of vertical reinforcement be between 30 °~60 °, therefore, vertical reinforcement 11 and spacer bar 12 form three Angular support, so as to can effectively bear the pressure brought by template 3, and can also keep its stability.
Wherein, by the fixed mount for arranging, on the contrary can will be template 3 direct interior, it is to avoid using being fixed by the way of bundling.
When needing to adopt, it is only necessary to be transported to precalculated position, template 3 is put into into fixed mount then, it is to avoid The situation of Site Welding and binding occurs, and so as to effectively improve speed of application, accelerates construction speed.And when use After the completion of, therefore do not fixed using template 3, therefore easily which can be separated with template 3, then carry out next position Practicality.The repeatable phenomenon for utilizing so is achieved that, Construction Cost is effectively reduced.
In order to further optimize above-described embodiment, 12 bottom of the spacer bar is affixed with the plate muscle 4 extended from ground. Certainly, art technology is it is understood that when to installation form 3 in 3 fixed mount of template, product easily produces the feelings of displacement Condition occurs, and product is at work, is affected also easily to produce displacement by external force and 3 gravity of template, therefore by inciting somebody to action Supporting steel frame bottom is fixed with plate muscle 4, can effectively ensure product in use, situation about will not be subjected to displacement.
In one specific embodiment of this utility model, a kind of concrete manifestation form of 3 fixed mount of template is also disclosed, it is described 3 fixed mount of template includes the transverse steel 21 of one end affixed setting vertical with the vertical reinforcement 11 and by the transverse steel 21 The clamp muscle 22 that the other end is vertically extended upwards.It is structure as a whole by transverse steel 21 and clamp muscle 22 are arranged, can be had The bulk strength for ensureing its 3 fixed mount of template of effect.
Further, the length of the transverse steel 21 more than with 3 width of the template.Enter with template 3 for convenience In 3 fixed mount of template, width of 21 length of transverse steel more than template 3 is preferably made, but should be noted that transverse steel 21 length should be slightly larger than the width of template 3, it is to avoid because long, cause template 3 to enter the inclined situation of rear appearance and send out It is raw.
After template 3 enters into 3 fixed mount of template, template 3 is fixed from both sides by vertical reinforcement 11 with clamp muscle 22, It is therefore preferred to 1/3rd of the length of clamp muscle 22 and vertical reinforcement 11 equal length.So not only can effectively by mould Plate 3 carries out clamping, also saves engineering construction material, further reduces Construction Cost.
Certainly, in the above-described embodiments, the angle between preferably described spacer bar 12 and the vertical reinforcement 11 is 45°.So make support be shaped as a good isosceles triangle to support, be more uniformly stressed and stability is more preferable.
One kind provided by the utility model hangs mould support meanss, including vertical reinforcement 11 and spacer bar 12, and erects It is 30 °~60 ° to connect angle at the top of reinforcing bar 11 and spacer bar 12, therefore forms triangular support structure, so as to carry out It is also affixed in stable support, and 11 side wall of vertical reinforcement to be provided with 3 fixed mount of template.
In the course of the work, because fixing at the top of vertical reinforcement 11 and spacer bar 12, and vertical reinforcement 11 is vertical Arrange, and spacer bar 12 and 11 top angle of vertical reinforcement are between 30 °~60 °, therefore, vertical reinforcement 11 and spacer bar 12 form triangular support, so as to can effectively bear the pressure brought by template 3, and can also keep its stability.Pass through The fixed mount of setting, on the contrary can will be template 3 direct interior, it is to avoid it is fixed by the way of binding.And then improve construction speed Degree, and can be installed in other positions, after the completion of only need to be carried to precalculated position, and also can reuse, Effectively less Construction Cost.
Above mould support meanss of hanging provided by the utility model are described in detail.It is used herein specifically individual Example is set forth to principle of the present utility model and embodiment, and the explanation of above example is only intended to help and understands this reality With new method and its core concept.It should be pointed out that for those skilled in the art, without departing from this On the premise of utility model principle, some improvement and modification can also be carried out to this utility model, these improve and modification also falls Enter in this utility model scope of the claims.

Claims (6)

1. one kind hangs mould support meanss, it is characterised in that the vertical reinforcement (11) and top and institute including setting perpendicular to the ground Spacer bar (12) affixed at the top of vertical reinforcement (11) is stated, between the spacer bar (12) and the vertical reinforcement (11) Angle is 30 °~60 °, and vertical reinforcement (11) side wall is also affixed to be provided with template (3) fixed mount.
2. hang mould support meanss as claimed in claim 1, it is characterised in that spacer bar (12) bottom with prolong from ground The plate muscle (4) for stretching out is affixed.
3. mould support meanss are hung as claimed in claim 2, it is characterised in that template (3) fixed mount includes one end and institute State the transverse steel (21) of the vertical affixed setting of vertical reinforcement (11) and vertically prolonged by the transverse steel (21) other end upwards The clamp muscle (22) for stretching out.
4. hang mould support meanss as claimed in claim 3, it is characterised in that the length of the transverse steel (21) more than with institute State template (3) width.
5. mould support meanss are hung as claimed in claim 4, it is characterised in that the length of the clamp muscle (22) is vertical with described The equal length of 1/3rd of reinforcing bar (11).
6. mould support meanss are hung as claimed in claim 5, it is characterised in that the spacer bar (12) and the vertical reinforcement (11) angle between is 45 °.
CN201620993525.4U 2016-08-30 2016-08-30 One kind hangs mould support meanss Expired - Fee Related CN206053326U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620993525.4U CN206053326U (en) 2016-08-30 2016-08-30 One kind hangs mould support meanss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620993525.4U CN206053326U (en) 2016-08-30 2016-08-30 One kind hangs mould support meanss

Publications (1)

Publication Number Publication Date
CN206053326U true CN206053326U (en) 2017-03-29

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620993525.4U Expired - Fee Related CN206053326U (en) 2016-08-30 2016-08-30 One kind hangs mould support meanss

Country Status (1)

Country Link
CN (1) CN206053326U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108952159A (en) * 2018-09-19 2018-12-07 潘小洪 Hang the support device and construction method of mould

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108952159A (en) * 2018-09-19 2018-12-07 潘小洪 Hang the support device and construction method of mould

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170329

Termination date: 20210830