CN108979142A - One kind hanging mould pouring construction structure - Google Patents
One kind hanging mould pouring construction structure Download PDFInfo
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- CN108979142A CN108979142A CN201810955218.0A CN201810955218A CN108979142A CN 108979142 A CN108979142 A CN 108979142A CN 201810955218 A CN201810955218 A CN 201810955218A CN 108979142 A CN108979142 A CN 108979142A
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- Prior art keywords
- crossbeam
- side wall
- template
- bar
- rib
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/068—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for window or door sills
Abstract
The invention discloses one kind to hang mould pouring construction structure, it is characterized in that, including template component and it is used to support the support component of template component, the template component includes the side wall template being located to pouring structure body width direction two sides, and is fixedly connected on the crossbeam above two side wall templates；The support component includes the supporting rib being vertically provided between two side wall templates, the lower end of the supporting rib is fixedly connected in concrete main reinforcement, upper end is fixedly supported on the lower section of the crossbeam, and the lower section of each crossbeam is disposed at least two supporting ribs along its length；The length of the crossbeam is greater than the width to pouring structure body, and both ends all extend to the side wall die shape into cantilever, are also connected with the diagonal brace being obliquely installed between the cantilever of the crossbeam and the lower end of the side wall template.The present invention has smart structural design, installs conveniently, is easy to fixed, is conducive to the advantages that saving process, improving construction precision and quality.
Description
Technical field
The present invention relates to technical field of building construction, hang mould pouring construction structure in particular to one kind.
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；However, during actual construction, the fixation difficulty for hanging mould is big, it is easy to happen
Mould is run, causes construction precision not up to standard.Moreover, because the side wall for hanging mould lacks corresponding support, so that the intensity for hanging mould is poor,
In casting process, it is easy to happen swollen mould, influences pouring molding quality.
Summary of the invention
In view of the above shortcomings of the prior art, it is set the technical problems to be solved by the present invention are: how to provide a kind of structure
It counts ingenious, installs conveniently, be easy to fixed, be conducive to save process, that improves construction precision and quality hangs mould pouring construction structure.
In order to solve the above-mentioned technical problem, present invention employs the following technical solutions:
One kind hanging mould pouring construction structure, which is characterized in that including template component and is used to support the support group of template component
Part, the template component includes the side wall template being located to pouring structure body width direction two sides, and is fixedly connected on two
Crossbeam above the side wall template；The support component includes the support being vertically provided between two side wall templates
Muscle, the lower end of the supporting rib are fixedly connected in concrete main reinforcement, and upper end is fixedly supported on the lower section of the crossbeam, Mei Gesuo
The lower section for stating crossbeam is disposed at least two supporting ribs along its length；The length of the crossbeam is greater than to pouring structure body
Width, both ends all extend to the side wall die shape at cantilever, under the cantilever of the crossbeam and the side wall template
The diagonal brace being obliquely installed is also connected between end.
Further, the both ends of the diagonal brace are respectively hinged on the crossbeam and the side wall template；The diagonal brace packet
Include the casing positioned at both ends, and the adjusting threaded rod being connected between two described sleeve pipes, the both ends for adjusting threaded rod
It is respectively provided with oppositely arranged screw thread, and middle part has vertically disposed torsion bar；The inner hole of two described sleeve pipes be respectively provided with
The internal screw thread for adjusting threaded rod and being correspondingly arranged.
Further, the support component further includes symmetrically being bent into "door" type downward vertically by the both ends of a reinforcing bar
Bar chair, the support foot hights of the bar chair two sides is greater than the height of concrete main reinforcement, keeps the stabilizer blade of the bar chair vertical
When being supported on the horizontal shuttering of floor, there is gap between the top and bar chair of concrete main reinforcement；The supporting rib welding
It is fixedly connected in concrete main reinforcement on the bar chair, and through the bar chair.
Further, the support component includes two groups of bar chairs being arranged side by side and the branch being welded on bar chair
Support muscle；It is located on two bar chairs, and is welded with transverse bar between two supporting ribs of face setting, make described
Support component forms steadily frame structure.
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.
Further, the height of the supporting rib is lower than 5 ~ 20mm of height to pouring structure body, the lower section of the crossbeam
With the mandril being correspondingly arranged with the supporting rib, it is connected with casing between the supporting rib and the corresponding mandril, it is described
Partition is provided in the middle part of casing, and the aperture at partition both ends is consistent with the diameter of the corresponding supporting rib and mandril respectively.
Further, the side wall template is aluminum alloy mould plate, including the longitudinal rib being arranged along its length, in the width direction
The cross rib of setting, and the panel being laid in longitudinal rib and cross rib all have the bolt being placed equidistant in the longitudinal rib and cross rib
Hole；The crossbeam is made of aluminium alloy quarter bend, and is slideably set with slide, crossbeam described in the lower end edge of the slide
Width direction extends outward to form interconnecting piece, the pin hole with vertically communicated setting on the interconnecting piece of the slide；The side
Wall form is fixedly connected on the slide by pin and matched arc selling sheet；The upper end of the slide also has towards institute
The clamping screw of crossbeam setting is stated, the clamping screw is connected on the crossbeam.
Further, the both ends of the crossbeam are additionally provided with movable balance weight block.
Further, the both ends of the crossbeam are provided with the clump weight, and are located at two slides
Outside；There is through-hole compatible with the crossbeam in the middle part of the clump weight, and be slideably sleeved on the crossbeam.
In conclusion the present invention has smart structural design, install conveniently, be easy to fixed, is conducive to save process, improve
The advantages that construction precision and 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
The present invention is made below with reference to the formed by integrally casting construction formwork and its construction method of a kind of anti-bank in toilet further
Detailed description.
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 anti-bank.
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；
Wear the stabilizer blade of support component vertically in construction area along the length direction equidistant placement wait pour anti-bank support component
Concrete main reinforcement is crossed, and is supported on the horizontal shuttering below concrete main reinforcement, support component is fixed into binding mixed with iron wire
In solidifying soil main reinforcement；
After side wall template, internal corner formwork and crossbeam segmented assembly, lift to support component, with casing by the mandril of crossbeam and
Supporting rib is coaxially connected, after the completion of template overall package, carries out an acceptance inspection to template；
When pouring, first main structure is poured, after the completion of main structure concreting in 30 minutes, anti-bank is poured and adopts
It is inserted with reinforcing bar real；The form removal after concrete reaches strength of mould stripping completes pouring construction.Being inserted using reinforcing bar in fact can be to avoid vibration
It smashes and has an impact to hanging mould, cause to run mould and swollen mould.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not limitation with the present invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (9)
1. one kind hangs mould pouring construction structure, which is characterized in that including template component (1) and be used to support template component (1)
Support component (2), the template component (1) includes the side wall template (11) positioned to pouring structure body width direction two sides,
And it is fixedly connected on the crossbeam (12) above two side wall templates (11)；The support component (2) includes vertically arranged
Supporting rib (21) between two side wall templates (11), the lower end of the supporting rib (21) are fixedly connected on concrete master
On muscle, upper end is fixedly supported on the lower section of the crossbeam (12), and the lower section of each crossbeam (12) is disposed with along its length
At least two supporting ribs (21)；The length of the crossbeam (12) is greater than the width to pouring structure body, and both ends extend
Cantilever is formed outside to the side wall template (11), between the cantilever of the crossbeam (12) and the lower end of the side wall template (11) also
It is connected with the diagonal brace (13) being obliquely installed.
2. hanging mould pouring construction structure as described in claim 1, which is characterized in that the both ends of the diagonal brace (13) are respectively articulated with
On the crossbeam (12) and the side wall template (11)；The diagonal brace (13) includes the casing positioned at both ends, and is connected to
Adjusting threaded rod between two described sleeve pipes, the both ends for adjusting threaded rod are respectively provided with oppositely arranged screw thread, and in
Portion has vertically disposed torsion bar；The inner hole of two described sleeve pipes is respectively provided with the interior spiral shell being correspondingly arranged with the adjusting threaded rod
Line.
3. hanging mould pouring construction structure as described in claim 1, which is characterized in that the support component (2) further includes by one
The both ends of root reinforcing bar are symmetrically bent into the bar chair (22) of "door" type downward vertically, and the stabilizer blade of bar chair (22) two sides is high
Degree is greater than the height of concrete main reinforcement, makes the stabilizer blade vertical supporting of the bar chair (22) when on the horizontal shuttering of floor, mixes
There is gap between the top and bar chair (22) of solidifying soil main reinforcement；The supporting rib (21) is welded on the bar chair (22),
And it is fixedly connected in concrete main reinforcement by the bar chair (22).
4. hanging mould pouring construction structure as claimed in claim 3, which is characterized in that the support component (2) include two groups simultaneously
The supporting rib (21) arranging the bar chair (22) of setting and being welded on bar chair (22)；It is located at two bar chairs
(22) on, and transverse bar (23) are welded between two supporting ribs (21) of face setting, form the support component (2)
Steadily frame structure.
5. hanging mould pouring construction structure as claimed in claim 4, which is characterized in that be located on the same bar chair (22)
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.
6. hanging mould pouring construction structure as described in claim 1, which is characterized in that the height of the supporting rib (21) be lower than to
5 ~ 20mm of height of pouring structure body, the lower section of the crossbeam (12) have the mandril being correspondingly arranged with the supporting rib (21)
(14), it is connected with casing (3) between the supporting rib (21) and the corresponding mandril (14), described sleeve pipe is set in the middle part of (3)
It is equipped with partition, and the aperture at partition both ends is consistent with the diameter of the corresponding supporting rib (21) and mandril (14) respectively.
7. hanging mould pouring construction structure as described in claim 1, which is characterized in that the side wall template (11) is aluminium alloy mould
Plate, including the longitudinal rib being arranged along its length, the cross rib being arranged in the width direction, and the face being laid in longitudinal rib and cross rib
Plate all has the pin hole being placed equidistant in the longitudinal rib and cross rib；The crossbeam (12) is made of aluminium alloy quarter bend, and can
It is slidably set with slide (15), the width direction of crossbeam (12) described in the lower end edge of the slide (15) extends outward to form company
Socket part, with the pin hole of vertically communicated setting on the interconnecting piece of the slide (15)；The side wall template (11) passes through pin
And matched arc selling sheet is fixedly connected on the slide (15)；The upper end of the slide (15) also has towards the crossbeam
(12) clamping screw being arranged, the clamping screw are connected on the crossbeam (12).
8. hanging mould pouring construction structure as claimed in claim 7, which is characterized in that the both ends of the crossbeam (12) are additionally provided with
Movable balance weight block (17).
9. hanging mould pouring construction structure as claimed in claim 8, which is characterized in that the both ends of the crossbeam (12) are provided with
One clump weight (17), and it is located at the outside of two slides (15)；Have in the middle part of the clump weight (17) with
The compatible through-hole of the crossbeam (12), and be slideably sleeved on the crossbeam (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810955218.0A CN108979142B (en) | 2018-08-21 | 2018-08-21 | Hang mould and pour construction structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810955218.0A CN108979142B (en) | 2018-08-21 | 2018-08-21 | Hang mould and pour construction structures |
Publications (2)
| Publication Number | Publication Date |
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| CN108979142A true CN108979142A (en) | 2018-12-11 |
| CN108979142B CN108979142B (en) | 2021-02-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810955218.0A Active CN108979142B (en) | 2018-08-21 | 2018-08-21 | Hang mould and pour construction structures |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439266A (en) * | 2019-07-29 | 2019-11-12 | 中建一局集团第三建筑有限公司 | Waterproof instead hangs mould along aluminium alloy and utilizes the method on the anti-edge of its construction waterproof |
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