CN208702145U - One kind, which being hung mould and installed, uses support device - Google Patents
One kind, which being hung mould and installed, uses support device Download PDFInfo
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- CN208702145U CN208702145U CN201821349840.9U CN201821349840U CN208702145U CN 208702145 U CN208702145 U CN 208702145U CN 201821349840 U CN201821349840 U CN 201821349840U CN 208702145 U CN208702145 U CN 208702145U
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Abstract
Mould is hung the utility model discloses one kind to install with support device, it is characterized in that, symmetrically it is bent into the bar chair of "door" type downward vertically including the both ends by a reinforcing bar, the support foot hight of the bar chair two sides is greater than the height of concrete main reinforcement, make the stabilizer blade vertical supporting of the bar chair when on the horizontal shuttering of floor, there is gap between the top and bar chair of concrete main reinforcement；The bar chair upper end is vertically welded with two and is used to support the supporting rib for hanging mould, and the upper end level of two supporting ribs flushes.The utility model has reasonable in design, installs conveniently, is easy to fixed, can prevent the advantages that running mould, advantageously ensuring that construction precision, improve pouring quality.
Description
Technical field
The utility model relates to technical field of building construction, hang mould in particular to one kind and install and use support device.
Background technique
Mould is hung, also cries and hangs mould, be commonly used in and turn over the position that jowar etc. has difference of height, most significantly with other template constructions
Side is lower mouth without supporting or taking particular form to be fixed support, typically receiving lateral load, keeps its stability, energy
Concrete modular level degree, verticality is set to reach requirement；Currently, hanging mould has two when installing, one is hung mould
Side wall lacks corresponding support, so that the intensity for hanging mould is poor, in casting process, is easy to happen swollen mould, influences pouring molding
Quality.Another be exactly hang mould fixation difficulty it is big, be easy to happen race mould, cause construction precision not up to standard.
For problem one, applicant devises a kind of formwork structure for hanging mould, including is located to pouring structure body width side
To the side wall template of two sides, and it is fixedly connected on the crossbeam above two side wall templates；The length of the crossbeam is greater than
To the width of pouring structure body, both ends all extend to the side wall die shape into cantilever, the cantilever of the crossbeam with it is described
The diagonal brace being obliquely installed is also connected between the lower end of side wall template.In this way, side wall can be increased by the diagonal brace being obliquely installed
The intensity of template lower end avoids that swollen mould occurs when concreting.However, how the formwork structure steadily to be propped up be located at it is to be poured
Construction area is built as urgent problem to be solved.
Utility model content
In view of the above shortcomings of the prior art, the technical problem to be solved by the utility model is to how to provide a kind of knot
Structure design rationally, installs conveniently, is easy to fixed, can prevent from running mould, advantageously ensure that construction precision, improve hanging for pouring quality
Mould, which installs, uses support device.
In order to solve the above-mentioned technical problem, the utility model uses the following technical solution:
One kind being hung mould and installed with support device, which is characterized in that symmetrically downward vertically including the both ends by a reinforcing bar
It is bent into the bar chair of "door" type, the support foot hight of the bar chair two sides is greater than the height of concrete main reinforcement, makes the reinforcing bar
The stabilizer blade vertical supporting of seat has gap when on the horizontal shuttering of floor between the top and bar chair of concrete main reinforcement；Institute
It states bar chair upper end and is vertically welded with two and be used to support the supporting rib for hanging mould, the upper end level of two supporting ribs flushes.
Using the above structure, since bar chair is bent downward vertically by the both ends of a reinforcing bar, so that bar chair
It can be easily inserted into the gap of concrete main reinforcement, be fixed convenient for bar chair and concrete main reinforcement, in this way, can be indirectly sharp
Bar chair is reinforced with concrete main reinforcement, is conducive to improve the stability for hanging mould, prevents to run mould.And bar chair
Vertical supporting has gap, this way it is secured that steel when on horizontal shuttering between the top and bar chair of concrete main reinforcement
The upper end of muscle seat remains horizontality, is further ensured that supporting rib is vertically arranged, and it is horizontally-supported will to hang mould, so as to
To control template in the horizontal direction, construction precision is improved.
Further, it there are two the bar chair is arranged side by side, and is welded with and is correspondingly arranged on each bar chair
Supporting rib, be located on two bar chairs and be welded between two supporting ribs of face setting transverse bar (, make
The support component forms steadily frame structure.
Since support component includes two bar chairs, so that there are four stabilizer blades for support component tool, it being capable of more stable twelve Earthly Branches
Support is on the horizontal shuttering of floor, so that operation is more convenient.Transverse bar is welded between supporting rib, and supporting rib is positioned to be poured
In building structure body, there is no interfere with concrete main reinforcement.
Further, vertical muscle is also welded between the supporting rib on the same bar chair, adjacent is described vertical
Reinforcing rib is welded between muscle and transverse bar.
In this way, the frame stability of support component can be improved.
It further, further include the mandril being correspondingly arranged with the supporting rib, the mandril hangs mould for being fixedly connected；Institute
It states and is connected with casing between supporting rib and the corresponding mandril, be provided with partition in the middle part of described sleeve pipe, and partition both ends
Aperture is consistent with the diameter of the corresponding supporting rib and mandril respectively；The height of the supporting rib is lower than to pouring structure body
Height is 5~20mm, and when described sleeve pipe is sleeved on the supporting rib, and the upper end of described sleeve pipe is higher than to pouring structure body.
In this way, the height of supporting rib is slightly below the height to pouring structure body, and it is connect by casing with mandril, to coagulation
After soil solidification, the lower end of casing is set in concrete, and mandril can be extracted from casing, so that the dismounting of template is very square
Just.After pouring construction, casing is only stayed to stretch out structural body, and casing is thin-wall construction, intensity is lower, can be in masonry wall
It is struck in passing using brick knife or nail hammer flat when body, makes it not and influence later period masonry, be conducive to the reinforcing bar excision work for saving the later period, letter
Change working procedure, improves construction efficiency.
Further, described sleeve pipe is formed using metal casting, and whole is in up big and down small circular platform type.
In this way, one layer of release agent can be applied on casing before construction, after concrete formation, by casing from concrete
It extracts, recycling, is conducive to save cost.
Further, described sleeve pipe is formed using plastic injection.
Casing strength made of plastics is lower, when brick wall is built, brick knife can be used and directly chop back.
Further, the distance of two supporting ribs is less than the width to pouring structure part, and each supporting rib
To the minimum range on the outside of pouring structure part be 2~4cm.
In conclusion the utility model have it is reasonable in design, install conveniently, be easy to fixed, can prevent run mould, have
The advantages that conducive to guaranteeing construction precision, improving pouring quality.
Detailed description of the invention
Fig. 1 is the formed by integrally casting construction template structure schematic diagram of the anti-bank in toilet.
Fig. 2 is the structural schematic diagram of support component.
Fig. 3 is the structural schematic diagram of diagonal brace.
Fig. 4 is the structural schematic diagram of side wall template.
Fig. 5 is the structural schematic diagram of internal corner formwork.
Specific embodiment
Below with reference to a kind of anti-bank in toilet formed by integrally casting construction formwork and its construction method to the utility model make into
The detailed description of one step.
When specific implementation: as shown in fig. 1~fig. 5, a kind of formed by integrally casting construction template structure of the anti-bank in toilet, including mould
Board group part 1 and the support component 2 for being used to support template component 1, the template component 1 include being located at wait pour anti-bank width side
To the side wall template 11 of two sides, and it is fixedly connected on the crossbeam 12 of two 11 tops of side wall template；The support component 2
Including the supporting rib 21 being vertically provided between two side wall templates 11, the lower end of the supporting rib 21 is fixedly connected on mixed
In solidifying soil main reinforcement, upper end is fixedly supported on the lower section of the crossbeam 12, and the lower section of each crossbeam 12 is arranged along its length
There are at least two supporting ribs 21；The lower end of the side wall template 11 on the inside of toilet is also connected with internal corner formwork
16, on the internal corner formwork 16 tool there are two orthogonal forming surface, one of forming surface and the side wall template 11
Forming surface is concordant, another forming surface is concordant with floor upper surface to be formed；Two forming surfaces of the internal corner formwork 16
Intersection is arc-shaped, and with the corner of walling body to be poured to smear arc radius consistent for radius.
In above structure, supporting rib is vertically fixed in concrete main reinforcement, then by cross beam support at least two supports
On muscle, so that it may which the fixation for realizing crossbeam and the side wall template connected with crossbeam prevents from occurring to run mould when concreting, just
In control construction precision, concrete formation quality is improved.After concrete formation, supporting rib is also set in the anti-bank of molding, due to
Supporting rib is vertically arranged, will not be formed and be extended transversely through on anti-bank, so as to avoid supporting rib and concrete junction from seeping water,
Improve the waterproof performance of anti-bank.Said structure design is ingenious, convenient for disassembly and assembly, is easy to implement anti-bank and applies with floor main body formed by integrally casting
Work, construction precision is high, is conducive to the waterproof performance for improving anti-bank.Meanwhile it can be when pouring by corner using internal corner formwork
Arc one-pass molding is smeared, intensity is good, and waterproof performance is good, also helps the cost for smearing arc construction for saving the later period.
When it is implemented, being located at the supporting rib of two sides to wait pour the distance on the outside of anti-bank as 2~4cm.In this way, can protect
Card supporting rib is integrally wrapped in anti-bank after molding.
Specifically, the length of the crossbeam 12 is greater than the width wait pour anti-bank, both ends all extend to the side wall mould
Cantilever is formed outside plate 11, be also connected between the cantilever of the crossbeam 12 and the lower end of the side wall template 11 be obliquely installed it is oblique
Support 13.
To guarantee that anti-bank waterproof performance after molding does not allow in supporting module using wall-crossing opposite-drawing bolt or iron wire
Deng reinforcing to template, so that the lower end of side wall template forms cantilever design, in casting and compacting of concrete, side wall template be will receive
The extruding of concrete causes the lower end of side wall template to expand outwardly and cause swollen mould, influences construction quality.It, will in above structure
The both ends of crossbeam extend outward to form cantilever, then install diagonal brace between cantilever and the lower end of side wall template, and side wall can be improved
The intensity of template lower end prevents swollen mould, is conducive to improve construction quality.
As shown in figure 3, the both ends of the diagonal brace 13 are respectively hinged on the crossbeam 12 and the side wall template 11；It is described
Diagonal brace 13 includes the casing for being located at both ends, and the adjusting threaded rod being connected between two described sleeve pipes, the adjusting screw thread
The both ends of bar are respectively provided with oppositely arranged screw thread, and middle part has vertically disposed torsion bar；The inner hole of two described sleeve pipes point
The internal screw thread that Ju You not be correspondingly arranged with the adjusting threaded rod.
In this way, the length of diagonal brace can be changed by adjusting threaded rod by rotation, both may be implemented to being supported on side wall mould
The adjusting of amount of force on plate can also fit the side wall template on different location according to the width of different anti-banks
It answers.
As shown in Fig. 2, the support component 2 further includes symmetrically being bent into " door " downward vertically by the both ends of a reinforcing bar
The bar chair 22 of type, the support foot hight of 22 two sides of bar chair are greater than the height of concrete main reinforcement, make the bar chair 22
Stabilizer blade vertical supporting has gap when on the horizontal shuttering of floor between the top and bar chair 22 of concrete main reinforcement；It is described
Supporting rib 21 is welded on the bar chair 22, and is fixedly connected in concrete main reinforcement by the bar chair 22.
Since bar chair is bent downward vertically by the both ends of a reinforcing bar, bar chair is conveniently inserted
Into the gap of concrete main reinforcement.And the vertical supporting of bar chair is when on horizontal shuttering, the top of concrete main reinforcement and steel
Between muscle seat there is gap to be further ensured that supporting rib this way it is secured that the upper end of bar chair remains horizontality
It is vertically arranged, can be horizontally-supported by crossbeam, so as to control template in the horizontal direction, improve construction precision.Specific implementation
When, the support foot hight of bar chair is greater than 2~10mm of height of concrete main reinforcement.In this manner it is ensured that after concreting, reinforcing bar
Seat is whole to be wrapped in concrete, carries out cutting operation without the later period, is advantageously reduced working procedure, is saved construction cost.
Specifically, the support component 2 includes two groups of bar chairs 22 arranged side by side and is welded on bar chair 22
Supporting rib 21；It is located on two bar chairs 22, and is welded between two supporting ribs 21 of face setting
Transverse bar 23 makes the support component 2 form steadily frame structure.
Since support component includes two bar chairs, so that there are four stabilizer blades for support component tool, it being capable of more stable twelve Earthly Branches
Support is on the horizontal shuttering of floor, so that operation is more convenient.Transverse bar is welded between supporting rib, and supporting rib is positioned to be poured
In the anti-bank built, there is no interfere with concrete main reinforcement.
When implementation, vertical muscle 24, adjacent institute are also welded between the supporting rib 21 on the same bar chair 22
It states and is welded with reinforcing rib between vertical muscle 24 and transverse bar 23, there are two the vertical muscle and transverse bar are vertically arranged.
In this way, the frame stability of support component can be improved.
When implementation, the height of the supporting rib 21 is lower than 5 ~ 20mm of height wait pour anti-bank, the lower section of the crossbeam 12
With the mandril 14 being correspondingly arranged with the supporting rib 21, set is connected between the supporting rib 21 and the corresponding mandril 14
Pipe 3, the middle part of described sleeve pipe 3 are provided with partition, and the aperture at partition both ends respectively with the corresponding supporting rib 21 and mandril
14 diameter is consistent.When described sleeve pipe 3 is sleeved on the supporting rib 21, the upper end of described sleeve pipe 3 is higher than to pouring structure body.
Since the height of supporting rib is slightly below the height of anti-bank, and it is connect and is supported on the mandril of crossbeam bottom by casing
The lower section of crossbeam, after concrete setting, the lower end of casing is set in concrete, and mandril can be extracted from casing, is made
The dismounting for obtaining template is very convenient.After pouring construction, casing is only stayed to stretch out anti-bank, and casing is thin-wall construction, intensity
It is lower, it can be struck in passing using brick knife or nail hammer in masonry panel flat, make it not and influence later period masonry, be conducive to save the later period
Reinforcing bar cut off work, simplify working procedure, improve construction efficiency.
When it is implemented, casing 3 can also be the whole circular platform type pig metal that present under size, when construction, outside it
One layer of release agent is applied on disc can extract casing after concrete formation from concrete, reuse.It can also adopt
With plastic production described sleeve pipe 3, casing strength made of plastics is lower, when brick wall is built, brick knife can be used and directly chop back.
As shown in Figure 4 and Figure 5, the side wall template 11 and internal corner formwork are aluminum alloy mould plate, include along length side
To the longitudinal rib of setting, the cross rib being arranged in the width direction, and the panel being laid in longitudinal rib and cross rib, the longitudinal rib and cross rib
On all have the pin hole being placed equidistant with；The crossbeam 12 is made of aluminium alloy quarter bend, and is slideably set with slide 15,
The width direction of crossbeam 12 described in the lower end edge of the slide 15 extends outward to form interconnecting piece, on the interconnecting piece of the slide 15
Pin hole with vertically communicated setting；The side wall template 11 is fixedly connected on described by pin and matched arc selling sheet
On slide 15；The upper end of the slide 15 also has the clamping screw being arranged towards the crossbeam 12, and the clamping screw abuts
On the crossbeam 12.
In this way, adjust the spacing between two side walls template using slide with can be convenient, to make that it is suitable for differences
The anti-bank of width improves applicability.In addition, the stable structure of aluminum alloy mould plate, weight is relatively light, advantageously reduces formwork
Difficulty improves the Forming Quality of concrete.High recycling rate advantageously reduces construction cost.
When implementation, the both ends of the crossbeam 12 are additionally provided with movable balance weight block 17.
Lower end due to being located at the side wall template on the inside of toilet is also equipped with internal corner formwork, so that the weight of the template of two sides
Amount is uneven, be easy to cause and hangs mould appearance race mould phenomenon.By movable balance weight block on crossbeam, adjustable crossbeam both ends
Balance guarantees that crossbeam and template can be propped up steadily and be located on supporting rib, prevents from running mould, is conducive to improve the stability for hanging mould,
Improve construction quality.
When implementation, the both ends of the crossbeam 12 are provided with the clump weight 17, and are located at two cunnings
The outside of seat 15；There is through-hole compatible with the crossbeam 12 in the middle part of the clump weight 17, and be slideably sleeved on described
On crossbeam 12.
When construction, using following steps:
Unwrapping wire is first measured according to casting position of the drawing to the anti-bank in toilet, determines the construction area that anti-bank pours；
Keep the stabilizer blade of support component perpendicular in construction area along the length direction equidistant placement wait pour anti-bank support component
To concrete main reinforcement is passed through, and it is supported on the horizontal shuttering below concrete main reinforcement, support component is fixed into binding with iron wire
In concrete main reinforcement；
It after side wall template, internal corner formwork and crossbeam segmented assembly, lifts to support component, with casing by the top of crossbeam
Bar and supporting rib are coaxially connected, after the completion of template overall package, carry out an acceptance inspection to template；
When pouring, first main structure is poured, after the completion of main structure concreting in 30 minutes, pours anti-bank
And it is inserted using reinforcing bar real；The form removal after concrete reaches strength of mould stripping completes pouring construction.Being inserted using reinforcing bar can keep away in fact
Without vibration has an impact to mould is hung, and causes to run mould and swollen mould.
The above is only the preferred embodiment of the utility model only, is not limitation with the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (7)
1. one kind is hung mould and is installed with support device, which is characterized in that symmetrically curved downward vertically including the both ends by a reinforcing bar
It is converted into the bar chair (22) of "door" type, the support foot hight of bar chair (22) two sides is greater than the height of concrete main reinforcement, makes institute
The stabilizer blade vertical supporting of bar chair (22) is stated when on the horizontal shuttering of floor, the top of concrete main reinforcement and bar chair (22) it
Between have gap；Bar chair (22) upper end is vertically welded with two and is used to support the supporting rib (21) for hanging mould, described in two
The upper end level of supporting rib (21) flushes.
2. hanging mould as described in claim 1 to install with support device, which is characterized in that the bar chair (22), which is arranged side by side, to be had
Two, and the supporting rib (21) being correspondingly arranged is welded on each bar chair (22), it is located at two reinforcing bars
It is welded with transverse bar (23) on seat (22) and between two supporting ribs (21) of face setting, forms steadily frame structure.
3. hanging mould as claimed in claim 2 to install with support device, which is characterized in that be located at the same bar chair (22)
On supporting rib (21) between be also welded with vertical muscle (24), be welded with reinforcement between the adjacent vertical muscle (24) and transverse bar (23)
Muscle.
4. hanging mould as described in claim 1 to install with support device, which is characterized in that further include right with the supporting rib (21)
The mandril (14) that should be arranged, the mandril (14) hang mould for being fixedly connected；The supporting rib (21) and the corresponding mandril
(14) be connected between casing (3), be provided with partition in the middle part of described sleeve pipe (3), and the aperture at partition both ends respectively with it is corresponding
The supporting rib (21) it is consistent with the diameter of mandril (14)；The height of the supporting rib (21) is lower than the height to pouring structure body
Degree is 5~20mm, and when described sleeve pipe (3) is sleeved on the supporting rib (21), and the upper end of described sleeve pipe (3) is higher than wait pour
Structural body.
5. hanging mould as claimed in claim 4 to install with support device, which is characterized in that described sleeve pipe (3) uses metal casting
It forms, and whole is in up big and down small circular platform type.
6. hanging mould as claimed in claim 4 to install with support device, which is characterized in that described sleeve pipe (3) uses plastic injection
It forms.
7. hanging mould as described in claim 1 to install with support device, which is characterized in that the distance of two supporting ribs (21)
Less than the width to pouring structure part, and each supporting rib is to being 2~4cm to the minimum range on the outside of pouring structure part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821349840.9U CN208702145U (en) | 2018-08-21 | 2018-08-21 | One kind, which being hung mould and installed, uses support device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821349840.9U CN208702145U (en) | 2018-08-21 | 2018-08-21 | One kind, which being hung mould and installed, uses support device |
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| Publication Number | Publication Date |
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| CN208702145U true CN208702145U (en) | 2019-04-05 |
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ID=65943756
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821349840.9U Active CN208702145U (en) | 2018-08-21 | 2018-08-21 | One kind, which being hung mould and installed, uses support device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110469107A (en) * | 2019-07-12 | 2019-11-19 | 中国华冶科工集团有限公司 | The construction of toilet root shaper and construction method |
-
2018
- 2018-08-21 CN CN201821349840.9U patent/CN208702145U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110469107A (en) * | 2019-07-12 | 2019-11-19 | 中国华冶科工集团有限公司 | The construction of toilet root shaper and construction method |
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