CN110388054A - One kind exempting from aperture building engineering structure template system and construction technology - Google Patents
One kind exempting from aperture building engineering structure template system and construction technology Download PDFInfo
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- CN110388054A CN110388054A CN201810341461.3A CN201810341461A CN110388054A CN 110388054 A CN110388054 A CN 110388054A CN 201810341461 A CN201810341461 A CN 201810341461A CN 110388054 A CN110388054 A CN 110388054A
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- template
- strip
- building engineering
- engineering structure
- nut
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
- E04G17/0657—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/10—Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air
Abstract
The invention belongs to technical field of building construction, it discloses one kind and exempts from aperture building engineering structure template system and construction technology, template system includes template, strip between template, secondary joist on the outside of strip and template and gear seam plate are set, main joist on the outside of secondary joist and gear seam plate is set, connect the Screw arbor with nut at both-ends of template and main joist, conical pipe between corresponding templates is set, strip is identical with template thickness, strip and template-setup are in same plane, secondary joist and gear seam plate are set to same plane, strip is equipped with screw hole and passes through for Screw arbor with nut at both-ends, secondary joist has more to be arranged in parallel, main joist has more to be arranged in parallel.Screw hole is arranged in strip or non-whole template by adding strip for the technical program, realizes that whole template exempts from aperture, and conical pipe is reusable, reduces template aperture defect easy to damage, uses manpower and material resources sparingly, and efficiency improves, and cost reduces.
Description
Technical field
The invention patent relates to technical field of building construction more particularly to one kind to exempt from aperture building engineering structure template system
And construction technology.More particularly to template system and construction technology in basement, the construction of main body cast-in-place concrete structure.
Background technique
Currently, gradually rare with timber resources, country increasingly pay attention to low-carbon, environmental protection, it is renewable, can have enough to meet the need
The attention of material, technique, and building field is also one of high energy-consuming industry, green science and technology construction has been a kind of new normality.State
Interior cast-in-place concrete structure construction is more universal.Either basement or main body index bed, a large amount of shear wall
Structure brings very big difficulty to template construction, and process is more, and work efficiency is slow, increases cost.Simultaneously because basement and main body knot
The otherness of structure construction, leads to template material disunity, and material input amount is quite big, and construction quality cannot be ensured effectively,
Increase certain project cost and construction period.How all templates to be sufficiently used in turn, configuration is unified, to reduce construction
Investment, easy to operate is the practical problem faced in construction.Traditional formwork reinforcement system construction has been unable to meet current requirements.
Therefore one kind be provided exempt from aperture building engineering structure template system and construction technology so that material is unified, easy to operate, material and
It is manually all saved, construction efficiency improves, and it is necessary that cost, which reduces,.
Summary of the invention
It is an object of the invention in view of the above technical problems, provide one kind exempt from aperture building engineering structure template system and
Construction technology, specific technical solution are as follows:
One kind exempting from aperture building engineering structure template system and construction technology, including template, the strip being arranged between template, sets
Set the secondary joist on the outside of strip and template and gear seam plate, the main joist being arranged on the outside of secondary joist and gear seam plate, connection template
With the Screw arbor with nut at both-ends of main joist, the conical pipe being arranged between corresponding templates, strip is identical with template thickness, and strip and template are set
It is placed in same plane, secondary joist and gear seam plate are set to same plane, and strip is equipped with screw hole and passes through for Screw arbor with nut at both-ends, secondary dragon
Bone has more to be arranged in parallel, and main joist has more to be arranged in parallel.Strip is sawed using the material sanction of condition of equivalent thickness, general wide
Degree needs to be arranged according to architectural engineering basement floor and main body standard are high layer by layer with mould modulus in >=2cm≤10cm.Strip is set
It is placed in above whole template.Conical pipe uses zinc-plating material.Traditional PVC wall bushing is banned, length is equal to thickness of wall body,
Need to customize processing.
It further include corner lock, L shape square tube shielding angle when 90 ° of corners of template construct, corner lock is external corner gib headed bolt
Tool, outside are tightened with nut, with template are in 45° angle when fastening.Corner lock is external corner gib headed bolt tool, using band silk
The round steel bending machining of button forms.Using iron plate as gasket, outside is tightened for nut.Shape angle at 45 ° when fastening.L-type plating
Zinc square tube corner protector, is welded by zinc-plated square tube, is used for wall (end socket) position, and when welding, which should be noted, is placed on rectangle square tube
External corner outside height and wall vertical levels bar are to flat.
Preferably, including steel disc, fixed main joist and strip, steel disc have multiple.
Preferably, including angle steel, angle steel is identical as wallboard length, is set to the outside of mouth under template bottom.Angle steel carries out
It positions and prevents rotten, processed using finished product angle, cut according to the length of wallboard, when construction is put under template bottom
The outside of mouth, prevents concrete grout surface current from dropping down.
Preferably, the Screw arbor with nut at both-ends between template and keel is equipped with steel sleeve.Steel sleeve is set on the outside of template, using steel
Prepared material carries out cutting processing according to the spacing between secondary joist and template, is mainly used for controlling the displacement of galvanized steel casing.
One kind exempting from aperture building engineering structure template system construction technology, comprising the following steps:
(1) design template various parts position and width；
(2) wall is led, strip is added or adds angle steel on the outside of mouth under template bottom；
(3) unify side template；
(4) conical pipe and Screw arbor with nut at both-ends are worn in advance；
(5) another side template is closed；
(6) fixed keel are installed；
(7) installation is adjustable draws top bearing diagonal；
(8) correction and three inspections；
(9) casting concrete；
(10) demoulding.
Preferably, screw rod pitch of holes is 300MM in step (1), and main joist spacing is not more than 150MM, main body bolt hole wall
Body transverse screw hole spacing is 45CM, and keel spacing is not greater than 150mm.
Preferably, step (2) plate width is not more than 10 centimetres.
Specific construction process are as follows: template preparation designs → leading wall (basement), the foot of a wall prevents rotten (main body) → and adds strip
(basement) → unification side template → wear in advance conical pipe, casing and Screw arbor with nut at both-ends → conjunction other side template → wear Screw arbor with nut at both-ends →
The adjustable drawing of vertical keel → installation lateral keel → installation galvanized steel casing → installation gasket → installation nut → installation is installed
Push up bearing diagonal → correction and three inspections → casting concrete → demoulding.
One kind of the present invention exempts from aperture building engineering structure template system and construction technology, by adding strip, by screw hole
It is arranged in strip or non-whole template, realizes that whole template exempts from aperture, reduce template aperture defect easy to damage, conical pipe exists
It can smoothly be removed after pouring, and can be with recycling and reusing, easy to operate, conical pipe is reusable, builds to solve tradition
Basement template and the skimble-scamble problem of main body index bed template configuration standard in engineering are built, the secondary throwing of main structure template is reduced
The problem of entering greatly improves basement structure quality perception, easy to operate, uses manpower and material resources sparingly, and efficiency improves, and cost reduces.
Detailed description of the invention
Fig. 1: building engineering shuttering system schematic diagram of the present invention；
Fig. 2: building engineering shuttering system casing scheme of installation of the present invention；
Fig. 3: building engineering shuttering system conical screw structural schematic diagram of the present invention；
Fig. 4: building engineering shuttering system corner lock scheme of installation of the present invention；
Fig. 5: building engineering shuttering system corner lock structural schematic diagram of the present invention；
Fig. 6: building engineering shuttering system L shape corner pillar schematic diagram of the present invention；
Fig. 7: rotten scheme of installation is prevented in building engineering shuttering system angle steel positioning of the present invention.
Wherein: 1. strips；2. screw hole；3. lateral piece；4. the vertical piece of template；5. main joist；6. secondary joist；7. mould
Plate；8. Screw arbor with nut at both-ends；9. casing；10. gasket；11. corner lock；12. corner lock gasket；13.L shape square tube shielding angle；14.
Angle steel；15. conical pipe, 16. bolts；17. steel disc；18. gear seam plate.
Specific embodiment
In conjunction with attached drawing, the technical program is described further.
One kind exempting from aperture building engineering structure template system, including template 7, the strip being arranged between template 71, setting
Secondary joist 6 and gear seam plate 18, main joist 5, even that 18 outside of secondary joist 6 and gear seam plate is set in strip 1 and the outside of template 7
The Screw arbor with nut at both-ends 8 for connecing template 7 and main joist 5, the conical pipe 15 being arranged between corresponding templates 7,7 thickness phase of strip 1 and template
Together, strip 1 and template 7 are set to same plane, and secondary joist 6 and gear seam plate 18 are set to same plane, and strip 1 is equipped with screw rod
Hole 2 is passed through for Screw arbor with nut at both-ends 8, and secondary joist 6 has more to be arranged in parallel, and main joist 5 has more to be arranged in parallel.Strip 1 is using same
The material sanction of equal thickness is sawed, and needs to be arranged according to basement floor height with mould modulus.Strip 1 is set in whole template 7
Side.According to basement structure height, the modulus with mould carrys out the width of option board band, while considering coagulation earth lateral pressure and template
The general plate width >=10cm of globality.It is mainly used for basement structure construction.Conical pipe 15 uses zinc-plating material, end A
Outer diameter 28mm, end B outer diameter 23mm, the steel sleeve of wall thickness 4mm.Length is equal to thickness of wall body, needs to customize processing.It is main to use
It constructs in main body index bed wall screw sleeve.
It further include corner lock 11, L shape square tube shielding angle 13 when template 7 makes 90 ° of corners, corner lock 11 is external corner
Gib headed bolt tool, outside are tightened with nut, with template 7 are in 45° angle when fastening.Corner lock 11 is external corner gib headed bolt work
Tool, is formed using Φ 16 with the round steel bending machining of screw thread.Using the iron plate of wall thickness 3mm as gasket, outside is tightened for nut.
Shape angle at 45 ° when fastening.L-type zinc-plated square tube corner protector 13 by 50mm*50mm and 50mm*100mm zinc-plated square tube
It is welded, when welding, which should be noted, is placed on external corner outside height and wall vertical levels bar to flat for 50mm*100mm square tube.
Preferably, including angle steel 14, angle steel 14 is identical as wallboard length, is set to the outside of mouth under 7 bottom of template.Angle steel
14 are positioned and prevent rotten, using side length 40mm*40mm, are processed with a thickness of the finished product angle of 3mm, according to the length of wallboard
Degree is cut, and when construction is put in the outside of mouth under 7 bottom of template, prevents concrete grout surface current from dropping down.
Preferably, the Screw arbor with nut at both-ends 8 between template 7 and keel is equipped with casing 9.100mm casing 9 is set on the outside of template,
Using steel material, cutting processing is carried out according to the spacing between secondary joist 6 and template 7, is mainly used for controlling galvanized steel casing 9
Displacement.
Because building engineering construction demand is different, layer high difference is divided into basement structure and ground main body index bed structure.Ground
Lower cell structure: exempting to punch construction technology for template 7, standard form (915*1380) traverse, and the template place of being vertically connected with adds≤
Screw hole 2 is arranged in strip 1 or non-whole template 7, realizes whole template 7 and exempt from aperture, reduce mould by the strip of 10cm
Defect easy to damage after 7 aperture of plate, after 7 use of basement template can in the lossless reuse of main body, construction 7 spelling side of template
Formula is free, easy to operate.Outer wall of basement uses sealing up screw because of waterproof requirement screw rod.The method is suitable for layer height≤4.2M, mixes
The nonstandard layers of basements such as solidifying cob wall body thickness≤30cm；Main body index bed structure: for 7 three screw system of template, shear wall knot
Structure increases vertical screw rod pitch of holes, using recycling conical pipe 15 instead of in traditional construction technique plastic bushing and
Cement support, only needs 3 screw rods, cross bar for needing 5 ~ 6 screw rods, cross bar to be reduced in traditional square steel shear wall construction technique；
On the outside of the template 7 of conical pipe stub end, 100mm steel sleeve 9 is set, the effect of steel sleeve 9 is fixed between template 7 and main joist 5
Position conical pipe 15, prevents its play.It is arranged between special steel plate washer and wall form 7, causes to avoid in fastening screw
7 evagination of template.Corner lock 11 uses gib headed bolt locking tool after voluntarily improvement, and wallboard plug position is added using welding in advance
The good L-type zinc-plated square tube corner protector 13 of work, concrete formation is high-quality.7 lower part of template using 40*40*3 angle steel carry out positioning and
Prevent rotten.
One kind exempting from aperture building engineering structure template system construction technology, comprising the following steps:
(1) design template various parts position and width；
(2) wall is led, strip 1 is added or adds angle steel on the outside of mouth under 7 bottom of template；
(3) unify side template 7；
(4) conical pipe 15, steel sleeve 9 and Screw arbor with nut at both-ends 8 are worn in advance；
(5) another side template 7 is closed；
(6) fixed secondary joist 6 and main joist 5 are installed；
(7) installation is adjustable draws top bearing diagonal；
(8) correction and three inspections；
(9) casting concrete；
(10) demoulding.
Preferably, 2 spacing of screw hole is 300MM in step (1), and 5 spacing of main joist is not more than 150MM, main body bolt hole
Wall transverse direction screw hole spacing is 45CM, and keel spacing is not greater than 150mm.
Preferably, step (2) 1 width of strip is not more than 10 centimetres.
Specific construction process are as follows: template preparation designs → leading wall (basement), the foot of a wall prevents rotten (main body) → and adds strip
(basement) → unification side template → wearing conical pipe and Screw arbor with nut at both-ends → conjunction other side template → wears Screw arbor with nut at both-ends → installation in advance
Vertical keel → installation lateral keel → installation galvanized steel casing → installation gasket → installation nut → installation is adjustable to draw top oblique
Support → correction and three inspections → casting concrete → demoulding；
Flow operations mode: 1) carrying out template 7 according to design scheme and prepare, and the nonstandard layer of basement need to add≤strip 1 of 10cm,
Strip 1 is located at the top of every piece of whole plate, realizes that template 7 is not punched, and both the template 7 after demoulding is lossless is applied to main structure；2)
Screw hole 2 is arranged: 2 spacing of basement screw hole is 300MM, and main joist spacing is not more than 150MM, and main body bolt hole wall is lateral
Screw hole spacing is 45CM, and keel spacing is not greater than 150mm；3) when matching pallet 7, the two sides of template 7 should respectively put one
The 50*90 lumps of wood, with fixed form 7, and flitch should be laid flat, to guarantee and square tube same thickness；4) it is answered first after having closed a side template 7
Conical pipe 15 and Screw arbor with nut at both-ends 8 are worn in advance, conical screw is tiltedly placed on wall steel bar, and is paid attention to when closing other side template not
Casing and screw rod are touched off.It, should be in time by all pre- Screw arbor with nut at both-ends 8 worn through opposite after other side template 7 has been closed
Template 7 on.5) the vertical multilayer lath of 2 about 40 ~ 60mm wide * 200 ~ 300mm high is followed closely in the lateral piece position of template 7, it is more
Laminate item is connected to whole template 7 of strip or more, to avoid template 7 because the natural distortion that inside is generated without cement support causes
7 faulting of slab ends of template, while must be in lath spacer 6 setting up and down) installation Screw arbor with nut at both-ends 8: because basement has waterproof requirement, therefore
Plastic washer is set using 16 closely-pitched sealing up screw and in metope, main body uses the screw rod of φ 14.7) it must be provided on the outside of template 7
Steel sleeve 9, casing 9 are withstood between template 7 and gasket, to avoid 7 evagination of template is caused in fastening screw.8) installation is horizontal horizontal
Bar and sizing corner back cord and corner lock 11 etc. block up to prevent shear wall end plugging head plate from deforming or the mould that rises in concrete placings
L-type zinc-plated square tube corner protector 11 is arranged in head plate end, and the lockset at end position and wall cross bar are carried out drawknot with HOOK BOLTS.
It 9) is to prevent in concrete placings because vibration makes screw cap-falling, it is desirable that double nut must be used to be reinforced.10) adjustable using rotating
The release handle of the flexible brace of section top drawing one carries out the adjustment of wall body vertical degree.11) timely after carrying out template 7 and removing
15 pipe of taper is taken out, causes taper to take out after preventing concrete from reaching some strength difficult.Take out the appropriate to the occasion use of conical pipe 15
A piece screw rod for being cased with nut packs into the microcephaly of taper, then touches screw rod with hand hammer, by conical pipe 15 from microcephaly toward greatly
Head direction slides and takes out.
Embodiment only illustrates technical solution of the present invention, rather than carries out any restrictions to it；Although with reference to the foregoing embodiments
Invention is explained in detail, for those of ordinary skill in the art, still can be to previous embodiment institute
The technical solution of record is modified or equivalent replacement of some of the technical features；And these modifications or substitutions, and
The essence of corresponding technical solution is not set to be detached from the spirit and scope of claimed technical solution of the invention.
Claims (9)
1. one kind exempts from aperture building engineering structure template system, it is characterised in that: including template, the plate being arranged between template
Band, the secondary joist being arranged on the outside of strip and template and gear seam plate, the main joist being arranged on the outside of secondary joist and gear seam plate, connection
The Screw arbor with nut at both-ends of template and main joist, the conical pipe being arranged between corresponding templates, strip is identical with template thickness, strip and mould
Plate is set to same plane, and secondary joist and gear seam plate are set to same plane, and strip is equipped with screw hole and passes through for Screw arbor with nut at both-ends,
Secondary joist has more to be arranged in parallel, and main joist has more to be arranged in parallel.
2. a kind of building engineering structure template system according to claim 1, it is characterised in that: 90 ° of corners of template construct
When, it further include corner lock, L shape square tube shielding angle, corner lock is external corner gib headed bolt tool, and outside is tightened with nut, tightly
Gu when with template be in 45° angle.
3. according to claim 1 or 2 any described one kind exempt from aperture building engineering structure template system, it is characterised in that: also
Including steel disc, fixed main joist and strip, steel disc have multiple.
4. according to claim 1 or 2 any described one kind exempt from aperture building engineering structure template system, it is characterised in that: also
Including angle steel, angle steel is identical as wallboard length, is set to the outside of mouth under template bottom.
5. according to claim 1 or 2 any described one kind exempt from aperture building engineering structure template system, it is characterised in that: cone
Screw arbor with nut at both-ends between the template and keel of shape pipe major part side is equipped with steel sleeve.
6. according to claim 1 or 2 any described one kind exempt from aperture building engineering structure template system, it is characterised in that: cone
Shape pipe uses zinc-plating material, and length is identical as thickness of wall body.
7. one kind exempts from aperture building engineering structure template system construction technology, which comprises the following steps:
(1) design template various parts position and width；
(2) wall is led, strip, angle steel are added；
(3) unify side template；
(4) conical pipe, casing and Screw arbor with nut at both-ends are worn in advance；
(5) another side template is closed；
(6) fixed keel are installed；
(7) installation is adjustable draws top bearing diagonal；
(8) correction and three inspections；
(9) casting concrete；
(10) demoulding.
8. one kind according to claim 5 exempts from aperture building engineering structure template system construction technology, it is characterised in that: step
Suddenly screw rod pitch of holes is 300MM in (1), and main joist spacing is not more than 150MM, and main body bolt hole wall transverse direction screw hole spacing is
45CM, keel spacing are not greater than 150mm.
9. one kind according to claim 5 exempts from aperture building engineering structure template system construction technology, it is characterised in that: step
Suddenly (2) described plate width is not more than 10 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810341461.3A CN110388054A (en) | 2018-04-17 | 2018-04-17 | One kind exempting from aperture building engineering structure template system and construction technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810341461.3A CN110388054A (en) | 2018-04-17 | 2018-04-17 | One kind exempting from aperture building engineering structure template system and construction technology |
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| Publication Number | Publication Date |
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| CN110388054A true CN110388054A (en) | 2019-10-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810341461.3A Pending CN110388054A (en) | 2018-04-17 | 2018-04-17 | One kind exempting from aperture building engineering structure template system and construction technology |
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Cited By (2)
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| CN111622494A (en) * | 2020-05-12 | 2020-09-04 | 江苏兴宇建设集团有限公司 | Hole-leaving-free construction method for shear wall light steel keel template |
| CN113898179A (en) * | 2021-11-16 | 2022-01-07 | 启东建筑集团有限公司 | Construction method of whole plate single-side-edge lock hole formwork supporting system of shear wall structure |
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| CN113898179A (en) * | 2021-11-16 | 2022-01-07 | 启东建筑集团有限公司 | Construction method of whole plate single-side-edge lock hole formwork supporting system of shear wall structure |
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Application publication date: 20191029 |