CN207484960U - A kind of cast-in-situ wall template - Google Patents
A kind of cast-in-situ wall template Download PDFInfo
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- CN207484960U CN207484960U CN201721586233.XU CN201721586233U CN207484960U CN 207484960 U CN207484960 U CN 207484960U CN 201721586233 U CN201721586233 U CN 201721586233U CN 207484960 U CN207484960 U CN 207484960U
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Abstract
The utility model is related to a kind of cast-in-situ wall templates, and including interarea template, wall-through pull rod, snap gauge and bolt, interarea template is spliced by polylith modular unit, and modular unit is divided into A form units and B form units according to size；The length and width specification of modular unit is the integral multiple for building basic module；A form units and one long side both ends of B form units are equipped with 1/4 circular groove, and semicircle groove is equipped among the B form units long side.The utility model formation rule in interarea template arranges circular through hole, and wall-through pull rod is passed through from through-hole, without live perforating, have the characteristics that time saving and energy saving, overlap joint is quick, modular unit can be assembled arbitrarily, can face can also misplace assembling, have the characteristics that flexibility ratio is high；The whole interarea template internal stress distributed equalization of formation is not in run mode ship slurry phenomenon, is engaged between modular unit with dowel special, flatness is good, intensity higher, is easily installed dismounting, and use cost is lower.
Description
Technical field
The utility model belongs to construction wall technical field, more particularly to a kind of cast-in-situ wall template.
Background technology
The cast-in-place wallboard of gypsum be using building gypsum as primary raw material, add in fiber increase material, with improve the intensity of wall,
Mitigate wall weight.When producing cast-in-situs gypsum wallboard, need to carry out formwork at the construction field (site), using special-purpose machinery mold forming,
Through spontaneously drying the light-weight building gypsum wall formed.Due to its with it is light-weight, wall is thin, plate face is smooth, compression strength is high,
The advantages that bending resistance load is high, speed of application is fast, thus in some present construction sites, this kind of wallboard has obtained widely
With.
Common gypsum cast-in-situ wall construction method is all to carry out full wall formwork at the construction field (site) at present, according to pouring wall
Specification carries out building template and supporting, and then calcium plaster is filled into the template propped up enclosed in the cavity set；Therefore, formwork
Template used quality will directly affect the quality for the gypsum wall produced.Most common template has two in the prior art
Kind, one kind is injecting glue plate, this kind of template is built generally according to pouring wall specification and pour plate using a monoblock, and flexibility ratio is low,
It cannot be optionally combined as needed, and monoblock injecting glue plate is also inconvenient when carrying, since inside should during use
The variation of power is easy to cause monoblock template deformation, the problems such as quick-fried slurry spillage easily occurs；Another kind is aluminum alloy pattern plate, this kind of template is being taken
The trepanning in template is needed to pass through so as to wall-through pull rod when building, is punched on aluminium film plate time-consuming and laborious, and delays construction
The problems such as time causes formwork speed slow, manpower and construction cost increase, and this kind of aluminum alloy pattern plate dismounting is inconvenient.
Therefore, it is a kind of with flexible assembling and to need to punch and urgently gone out with the cast-in-situ wall template for improving formwork speed
It is existing.
Utility model content
The purpose of this utility model is to provide a kind of cast-in-situ wall template, to solve in the prior art to need scene
The technical issues of time-consuming and laborious is being punched in template.
To achieve the above object, the present invention provides following technical schemes：
A kind of cast-in-situ wall template provided by the utility model, it is flat including being used to pouring before and after gypsum base walling material two pieces
The Side shuttering of two pieces of open-ended closings of interarea template and while pouring are limited two when pouring by the interarea template of row setting
The limiting device of interarea template described in block, wherein：
The interarea template is spliced by polylith modular unit；
The modular unit is rectangle board face structure, and the length and width specification of the modular unit is the whole of building basic module
Several times；
One long side of the modular unit is provided at both ends with 1/4 circular groove, and modular unit described in polylith is stitched together
Afterwards, the 1/4 circular groove composition circular through hole, the limiting device sequentially pass through the circle in two pieces of interarea templates
To two pieces, the interarea template limits after shape through-hole.
1/4 front and rear circular groove is run through by the setting at a long side both ends of modular unit, in this way, being poured in gypsum wall
When carrying out formwork before building, multiple template unit is fitted together to form a monoblock interarea template, in interarea template by
Four 1/4 grooves are stitched together to form circular through hole, and user can pass through wall-through pull rod from the circular through hole, so as to
The overpunch in interarea template in the construction process is avoided, reduces manpower labour input, since each modular unit is rule
Lattice are identical, and are all the integral multiples of basic module, thus it is convenient with splicing, easily to just, splicing the high spy of flexibility ratio
Point greatly improves formwork speed, and is easily installed dismounting；Monoblock interarea template internal stress dispersion, even if grouting by
Also it is not easy to be destroyed in the case of pressure, avoids the occurrence of the situation of quick-fried slurry.
As further improvement of the utility model, the modular unit includes A form units and B form units, so B mould lists
First length is twice of the A form units length, and the B form units are being provided with middle part beyond 1/4 circular groove
It is provided with semicircle groove, B form units described in the interarea template A form units and/or polylith as described in polylith are spliced, described
1/4 circular groove is identical with the diameter of the semicircle groove.
By setting the modular unit of different length, B form units are longer than A form unit, and B form unit length is A mould lists
Since B form unit length is long, semicircle is set so being provided with beyond 1/4 circular groove in B form units for twice of first length
Groove, when carrying out modular unit splicing, the circular groove among two pieces of B form units can be combined into circular through hole, for wall-through pull rod
Across fastening limiting is carried out, interarea template can be spliced by polylith A form units, can also by polylith B form units splice and
Into polylith A form units and B form unit blendings can also being used to form, connecting method selection can be carried out according to actual conditions, had
Splice the characteristics of flexible and convenient, time saving and energy saving.
As further improvement of the utility model, four side of modular unit vertically extends to form connection to side
Plate, 1/4 circular groove and the semicircle groove are set through the modular unit and the connecting plate, the connecting plate
On offer multiple connecting holes, the two neighboring modular unit is connected by wearing pin on the connecting hole.
As further improvement of the utility model, reinforcing rib, the reinforcing rib position are additionally provided on the modular unit
Between four pieces of connecting plates, the reinforcing rib includes transverse bar and vertical bars, the transverse bar and the perpendicular setting of the vertical bars, and
The transverse bar and the vertical bars both ends are connected with the connecting plate.
As further improvement of the utility model, the reinforcing rib is made of plank, the transverse bar and the vertical bars
Plate face be each perpendicular to modular unit plate face setting.
As further improvement of the utility model, the modular unit and the reinforcing rib use aluminium panels system
Into.
As further improvement of the utility model, the limiting device includes wall-through pull rod, snap gauge and bolt, described to wear
Wall pull rod is provided at both ends with screw thread, and the snap gauge is plate profile structure, is provided with what is passed through for the wall-through pull rod on the snap gauge
Rod aperture, the snap gauge are pressed on the outside of the front and rear two pieces interarea templates, and the rod aperture is set with the circular through hole face,
The wall-through pull rod sequentially pass through after the circular through hole in the rod aperture and front and rear two pieces of interarea templates with the spiral shell
Bolt is connected through a screw thread, and screws the bolt and the snap gauge is pressed in the interarea template.
As further improvement of the utility model, supporting is further included, the supporting is rod shaped structure, the supporting length
More than the interarea form height, the supporting is arranged along the interarea form height direction, and the supporting is located at the card
Between mould and the modular unit.
As further improvement of the utility model, the supporting quantity positioned at interarea template side every piece described is two
Root, two supportings are arranged side by side, and the wall-through pull rod is afterwards connect with the snap gauge from being passed through between two supportings.
As further improvement of the utility model, the supporting is made of rectangular steel tube.
The utility model has the advantages that compared to the prior art：
1st, the utility model is by the way that in the setting of one long side both ends of modular unit, through front and rear groove, B form units remove both ends
Groove it is outer intermediate also set up groove, in this way, when formwork is carried out before gypsum wall pours, multiple template unit is assembled
A monoblock interarea template is formed together, is stitched together in interarea template by groove and forms circular through hole, and user can be with
Wall-through pull rod from the circular through hole is passed through, so as to avoid the overpunch in interarea template in the construction process, reduces people
Power labour puts into, since each modular unit specification is the integral multiple of basic module, thus it is convenient with splicing, it is easily right
Just, the characteristics of splicing flexibility ratio is high, greatly improves formwork speed, and be easily installed dismounting；It the inside of monoblock interarea template should
Power is disperseed, and is not easy to be destroyed even if in the case of compression of being in the milk, is avoided the occurrence of the situation of quick-fried slurry.
2nd, reinforcing rib is provided on the rear wall of modular unit in the utility model, to enhance the whole strong of modular unit
Degree and rigidity reduce it and are squeezed and destroyed probability by calcium plaster when in use, further enhances the utility model
Practicability.
3rd, connecting plate is extended to form to the same direction at four sides of the modular unit in the utility model, is opened up on connecting plate
There is connecting hole, adjacent forms unit is connected by wearing pin in connecting hole, in this manner it is ensured that the interarea template formed is flat
Face degree and flatness so that processing formed gypsum wall surface flatness and flatness it is more preferable.
4th, modular unit can be optionally combined in the utility model, modular unit can misplace assembly can also face it is assembled, mould
After the completion of plate unit splicing can formation rule distribution circular through hole, in wall-through pull rod can be threaded through, have the template assemblies fast
Speed assembles the characteristics of flexible and convenient.
Description of the drawings
It in order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it can also be obtained according to these attached drawings other attached drawings.
Fig. 1 is the rearview that the utility model cast-in-situ wall template is combined by A form units；
Fig. 2 is the rearview that the utility model cast-in-situ wall template is combined by A form units and B form units；
Fig. 3 is the stereoscopic schematic diagram that the utility model cast-in-situ wall template is combined by A form units；
Fig. 4 is the structure diagram that A form units are looked over from front in the utility model cast-in-situ wall template；
Fig. 5 be in the utility model cast-in-situ wall template A form units from the structure diagram looked over below；
Fig. 6 is that four pieces of A form units show after being stitched together from what front looked in the utility model cast-in-situ wall template
It is intended to；
Fig. 7 be in the utility model cast-in-situ wall template B form units from the structure diagram looked over below；
Fig. 8 is the rearview of B form units in the utility model cast-in-situ wall template.
1 in figure, interarea template；11st, modular unit；111st, 1/4 circular groove；112nd, semicircle groove；113rd, circular through hole；
114th, reinforcing rib；1141st, transverse bar；1142nd, vertical bars；12nd, connecting plate；121st, connecting hole；13rd, A form units；14th, B form units；2、
Limiting device；21st, wall-through pull rod；22nd, snap gauge；23rd, bolt；3rd, pin；4th, supporting.
Specific embodiment
It, below will be to the technology of the utility model to make the purpose of this utility model, technical solution and advantage clearer
Scheme is described in detail.Obviously, the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not before creative work is made
Obtained all other embodiment is put, belongs to the range that the utility model is protected.
It is worth noting that, the front and back position relationship in the present embodiment is subject to front and back position relationship described in attached drawing 4, tool
Body, before one end far from paper is in attached drawing 4, after one end for stretching into paper in attached drawing 4 is.
As shown in Figure 1, a kind of cast-in-situ wall template provided by the utility model, gypsum base walling material is poured including being used for
The front and rear two pieces interarea templates 1 being arranged in parallel when pouring by the Side shuttering of two pieces of 1 open-ended closings of interarea template and pour
When limit the limiting devices 2 of two pieces of interarea templates 1, interarea template 1 is spliced by polylith modular unit 11；Modular unit 11 is
Rectangle board face structure, the length and width specification of modular unit 11 are the integral multiples for building basic module；One long side of modular unit 11
1/4 circular groove 111 is provided at both ends with, after polylith modular unit 11 is stitched together, 1/4 circular groove 111 forms round logical
Hole 113, limiting device 2 limit two pieces of interarea templates 1 after sequentially passing through the circular through hole 113 in two pieces of interarea templates 1.
Every piece of modular unit 11 only sets 1/4 circular groove 111 in a long side wherein, another long side is straight flange, works as needs
The long side that two pieces of modular units 11 are had 1/4 circular groove 111 when being spliced is connected together against, so as to four pieces of templates
Unit 11 is stitched together to form a circular through hole 113, which is used to wear limiting device 2.
As shown in fig. 6,1/4 front and rear circular groove 111 is run through by the long side setting in modular unit 11, this
Sample when formwork is carried out before gypsum wall pours, multiple template unit 11 is fitted together to form a monoblock interarea mould
Plate 1 is stitched together by 1/4 circular groove 111 in interarea template 1 and forms circular through hole 113, and user can be by drawing through walls
Bar 21 is passed through from the circular through hole 113, so as to avoid the overpunch in interarea template 1 in the construction process, reduces manpower
Labour puts into, since each 11 length and width specification of modular unit is the integral multiple of basic module, thus it is convenient with splicing, easily
To the characteristics of just, splicing flexibility ratio is high, formwork speed is greatly improved, and be easily installed dismounting；The inside of monoblock interarea template 1
Stress disperses, and is not easy to be destroyed even if in the case of compression of being in the milk, avoids the occurrence of the situation of quick-fried slurry.Building module is built
It builds in design to realize that building industrialization mass produces, makes the building of different materials, different form and different manufacturing methods
Component and fitting, sub-assembly have certain versatility and interchangeability, the increment unit of unified selected coordination architectural scale.Build mould
Number refers to selected dimensional units, as the increment unit and architectural design, construction, construction material in scale coordination
The basis that each department carry out scale coordination such as combine with product, Architectural Equipment, building, the purpose is to make component and fitting installation identical,
And there is interchangeability.Basic module：The values dictate of basic module is 100mm, and expression symbol is M, i.e. 1M is equal to 100mm, entirely
Building or a portion and the modulated dimension for building sub-assembly should all be the multiples of basic module.
As shown in Figure 4 and Figure 8, it is preferred that modular unit 11 includes A form units 13 and B form units 14, and B form units 14 are grown
Degree is twice of 13 length of A form units, and B form units 14 are provided with semicircle in the middle part of being provided with beyond 1/4 circular groove 111
Groove 112, A form units 13 are provided at both ends with 1/4 circular groove 111 in a long side.
As shown in Fig. 2, interarea template 1 is spliced by polylith A form units 13 and/or polylith B form units 14,1/4 is round
Groove 111 is identical with the diameter of semicircle groove 112.After polylith modular unit 11 is stitched together, 1/4 circular groove 111 and/or
Semicircle groove 112 forms circular through hole 113.
As shown in figure 5 and figure 7,11 4 side of modular unit vertically extends to form 12,1/4 circular groove of connecting plate to side
111 and semicircle groove 112 set through modular unit 11 and connecting plate 12, multiple connecting holes 121 are offered on connecting plate 12,
Two neighboring modular unit 11 wears pin 3 and connects by connecing on hole 121.
As shown in figure 5, in order to increase the strength and stiffness of interarea template 1, reinforcing rib is additionally provided on modular unit 11
114, reinforcing rib 114 is located between four pieces of connecting plates 12, and reinforcing rib 114 includes transverse bar 1141 and vertical bars 1142,1141 He of transverse bar
1142 perpendicular setting of vertical bars, and transverse bar 1141 and 1142 both ends of vertical bars are connected with connecting plate 12.Preferably, reinforcing rib
114 are made of plank, and the plate face of transverse bar 1141 and vertical bars 1142 is each perpendicular to the setting of 11 plate face of modular unit.In order to mitigate mould
11 weight of plate unit, modular unit 11 and reinforcing rib 114 are made of aluminium panels.
As shown in figure 3, limiting device 2 includes wall-through pull rod 21, snap gauge 22 and bolt 23, wall-through pull rod 21 is provided at both ends with
Screw thread, snap gauge 22 are plate profile structure, are provided with the rod aperture passed through for wall-through pull rod 21 on snap gauge 22, snap gauge 22 is pressed on front and rear two
The outside of block interarea template 1, and rod aperture is set with 113 face of circular through hole, wall-through pull rod 21 sequentially pass through rod aperture and two pieces front and rear
It is connected through a screw thread after circular through hole 113 in interarea template 1 with bolt 23, snap gauge 22 is pressed on interarea mould by screwing bolts 23
On plate 1.
As shown in Figure 1, further including supporting 4, supporting 4 is rod shaped structure, and 4 length of supporting is more than 1 height of interarea template, supporting
4 arrange, and supporting 4 is between snap gauge 22 and modular unit 11 along 1 short transverse of interarea template.
2 quantity of supporting positioned at every piece of 1 side of interarea template is two, and two supportings 2 are arranged side by side, and wall-through pull rod 1 is certainly
It passes through between two supportings 4 and is connect afterwards with snap gauge 22.Preferably, supporting 4 is made of rectangular steel tube.
The above, only specific embodiment of the present utility model, but the scope of protection of the utility model is not limited to
In this, in the technical scope that any one skilled in the art discloses in the utility model, variation can be readily occurred in
Or replace, it should be covered within the scope of the utility model.Therefore, the scope of protection of the utility model should be with the power
Subject to the protection domain of profit requirement.
Claims (10)
1. a kind of cast-in-situ wall template, it is characterised in that：It is arranged in parallel for two pieces before and after gypsum base walling material including being used to pouring
Interarea template (1), the Side shuttering of two pieces of open-ended closings of the interarea template (1) and while pouring are limited two when pouring
The limiting device (2) of interarea template (1) described in block, wherein：
The interarea template (1) is spliced by polylith modular unit (11)；
The modular unit (11) is rectangle board face structure, and the length and width specification of the modular unit (11) is building basic module
Integral multiple；
One long side of the modular unit (11) is provided at both ends with 1/4 circular groove (111), and modular unit (11) described in polylith is spelled
After being connected together, 1/4 circular groove (111) the composition circular through hole (113), the limiting device (2) sequentially passes through two pieces
To two pieces, the interarea template (1) limits after the circular through hole (113) on the interarea template (1).
2. cast-in-situ wall template according to claim 1, it is characterised in that：The modular unit (11) includes A form units
(13) and B form units (14), so B form units (14) length is twice of A form units (13) length, the B form units
(14) semicircle groove (112), the interarea template are provided in the middle part of being provided with beyond 1/4 circular groove (111)
(1) B form units (14) described in A form units (13) and/or polylith are spliced as described in polylith, 1/4 circular groove (111)
It is identical with the diameter of the semicircle groove (112).
3. cast-in-situ wall template according to claim 2, it is characterised in that：(11) four side of modular unit vertically to
Side extends to form connecting plate (12), and 1/4 circular groove (111) and the semicircle groove (112) run through the template
Unit (11) and the connecting plate (12) are set, and multiple connecting holes (121) are offered on the connecting plate (12).
4. cast-in-situ wall template according to claim 3, it is characterised in that：It is additionally provided with and adds on the modular unit (11)
Strengthening tendons (114), the reinforcing rib (114) is between four pieces of connecting plates (12), and the reinforcing rib (114) is including transverse bar
, and the transverse bar (1141) (1141) and vertical bars (1142), the transverse bar (1141) and the vertical bars (1142) perpendicular setting
It is connected with the vertical bars (1142) both ends with the connecting plate (12).
5. cast-in-situ wall template according to claim 4, it is characterised in that：The reinforcing rib (114) is made of plank,
The plate face of the transverse bar (1141) and the vertical bars (1142) is each perpendicular to the setting of the modular unit (11) plate face.
6. cast-in-situ wall template according to claim 4, it is characterised in that：The modular unit (11) and the reinforcing rib
(114) it is made of aluminium panels.
7. cast-in-situ wall template according to claim 1, it is characterised in that：The limiting device (2) is including wall-through pull rod
(21), snap gauge (22) and bolt (23), the wall-through pull rod (21) are provided at both ends with screw thread, and the snap gauge (22) is template knot
Structure, the rod aperture passed through for the wall-through pull rod (21) is provided on the snap gauge (22), and the snap gauge (22) is pressed on front and rear two
On the outside of interarea template (1) described in block, and the rod aperture is set with the circular through hole (113) face, the wall-through pull rod (21)
Sequentially pass through the circular through hole (113) in the rod aperture and front and rear two pieces of interarea templates (1) afterwards with the bolt
(23) it is connected through a screw thread, screws the bolt (23) and the snap gauge (22) is pressed on the interarea template (1).
8. cast-in-situ wall template according to claim 7, it is characterised in that：Supporting (4) is further included, the supporting (4) is
Rod shaped structure, supporting (4) length are more than the interarea template (1) height, and the supporting (4) is along the interarea template (1)
Short transverse is arranged, and the supporting (4) is between the snap gauge (22) and the modular unit (11).
9. cast-in-situ wall template according to claim 8, it is characterised in that：Positioned at interarea template (1) side every piece described
The supporting (4) quantity for two, two supportings (4) are arranged side by side, and the wall-through pull rod (21) is from two branch
It passes through between shield (4) and is connect afterwards with the snap gauge (22).
10. cast-in-situ wall template according to claim 8, it is characterised in that：The supporting (4) is using square bar control
Into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721586233.XU CN207484960U (en) | 2017-11-22 | 2017-11-22 | A kind of cast-in-situ wall template |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721586233.XU CN207484960U (en) | 2017-11-22 | 2017-11-22 | A kind of cast-in-situ wall template |
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| Publication Number | Publication Date |
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| CN207484960U true CN207484960U (en) | 2018-06-12 |
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| CN201721586233.XU Active CN207484960U (en) | 2017-11-22 | 2017-11-22 | A kind of cast-in-situ wall template |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951970A (en) * | 2018-07-27 | 2018-12-07 | 李仁辉 | A kind of walls concrete integrated cast structure and its pouring procedure |
| CN110733101A (en) * | 2019-11-01 | 2020-01-31 | 中国三冶集团有限公司 | special internal mold frame mold for high-strength pouring material |
| CN111456420A (en) * | 2020-04-15 | 2020-07-28 | 攀钢集团工程技术有限公司 | Pond wall formwork structure |
| CN111910921A (en) * | 2020-07-09 | 2020-11-10 | 河南五方合创建筑设计有限公司 | Building template pull rod, building template and building template tie fixing system |
| CN112727071A (en) * | 2020-12-18 | 2021-04-30 | 福建宏盛建设集团有限公司 | Wall mold for building construction and construction method |
| CN112982833A (en) * | 2021-03-05 | 2021-06-18 | 中国十七冶集团有限公司 | Floor slab embedded joint bar retaining device and embedded joint bar construction method |
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2017
- 2017-11-22 CN CN201721586233.XU patent/CN207484960U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951970A (en) * | 2018-07-27 | 2018-12-07 | 李仁辉 | A kind of walls concrete integrated cast structure and its pouring procedure |
| CN110733101A (en) * | 2019-11-01 | 2020-01-31 | 中国三冶集团有限公司 | special internal mold frame mold for high-strength pouring material |
| CN111456420A (en) * | 2020-04-15 | 2020-07-28 | 攀钢集团工程技术有限公司 | Pond wall formwork structure |
| CN111910921A (en) * | 2020-07-09 | 2020-11-10 | 河南五方合创建筑设计有限公司 | Building template pull rod, building template and building template tie fixing system |
| CN111910921B (en) * | 2020-07-09 | 2022-05-03 | 河南五方合创建筑设计有限公司 | Building template drawknot fixing system |
| CN112727071A (en) * | 2020-12-18 | 2021-04-30 | 福建宏盛建设集团有限公司 | Wall mold for building construction and construction method |
| CN112982833A (en) * | 2021-03-05 | 2021-06-18 | 中国十七冶集团有限公司 | Floor slab embedded joint bar retaining device and embedded joint bar construction method |
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