CN106481077B - A kind of novel reinforced system of template and its construction technology - Google Patents

A kind of novel reinforced system of template and its construction technology Download PDF

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Publication number
CN106481077B
CN106481077B CN201610895603.1A CN201610895603A CN106481077B CN 106481077 B CN106481077 B CN 106481077B CN 201610895603 A CN201610895603 A CN 201610895603A CN 106481077 B CN106481077 B CN 106481077B
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main joist
template
joist
connector
external corner
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CN106481077A (en
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曹立英
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Hebei Yiding Xing Environmental Protection Technology Co., Ltd.
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曹立英
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14Bracing or strutting arrangements for formwalls; Devices for aligning forms

Abstract

The invention discloses a kind of novel reinforced system of template and its construction technologies, including main joist, secondary joist, internal corner connector and external corner connecting piece, and steps are as follows: determining wall size and design scheme, calculate keel length;Several secondary joists are stitched together, connect edges of boards and secondary joist seam crossing with steel nail;Main joist is successively horizontally mounted;The main joist on both sides is connected by internal corner connector at inner corner trim;The main joist end point on both sides is connected by external corner connecting piece at external corner;Plug wall connectivity kit is connect fastening with main joist;External corner oblique pull angled seat is adjusted, the verticality and geometric dimension of template are adjusted.The novel reinforced system construction technology of this template, the accessories such as external member are reinforced using vertical steel wood composite keel and horizontal main joist, internal corner connector, external corner oblique pull connector, keel connecting member, bulkhead, alleviate construction weight, reduce the labor intensity of worker, improve construction efficiency, it reduces costs, ensure that civilized construction.

Description

A kind of novel reinforced system of template and its construction technology
Technical field
The present invention relates to field of engineering building, more particularly, to a kind of novel reinforced system of template and its construction work Skill.
Background technique
Currently, since most of steel forms occupancy tower crane number is more, being gradually backed out mainstream in building structure construction Structure construction market instead wallboard, roof plate template dissipate branch and dissipate spelling, improve structure construction speed to a certain extent Degree.Current common combination is following methods, and vertical keel is based on flitch, and lateral main joist is mainly with double steel pipe Based on, but in use, flitch consumption is huge, and steel pipe weight is heavier, and labor intensity of workers is bigger, steel pipe It is truncated by misconduct to adapt to the problems such as wall size.Steel pipe quantity increases simultaneously, also will cause rehandling, increases The quantity of labor intensity, silk through walls also increases, and increases cost, can expend a large amount of man power and material in the construction process, give Construction brings inconvenience.Therefore, it designs a kind of novel reinforced system of template and its construction technology is necessary.
Summary of the invention
The object of the present invention is to provide a kind of novel reinforced system of template and its construction technologies, using the compound dragon of vertical steel wood Bone and horizontal main joist, internal corner connector, external corner oblique pull connector, keel connecting member, bulkhead reinforce external member, diagonal brace connector Equal accessories, alleviate construction weight, reduce the labor intensity of worker, improve construction efficiency, reduce costs, ensure that text Bright construction.
To achieve the above object, the present invention provides a kind of novel reinforced systems of template, including main joist, secondary joist, yin Angle connector and external corner connecting piece are connected by main joist connector between the main joist, the main joist and described dragon Bone is fixed by through-wall bolt, and the main joist is alloy main joist, and the alloy main joist includes main joist ontology, the master Keel body end is provided with end flitch, and the end flitch is greater than the main joist body end, the main joist ontology The U-shaped structure being integrally formed, the main joist ontology includes supported on both sides and beam bottom, several beams are offered in the beam bottom Bottom outlet, is equipped with connecting band between the beam bottom hole, and the connecting band is internally provided with support flitch, the support flitch and described Supported on both sides to use bolt fastening, the upper and lower part supported on both sides is symmetrically arranged with through-hole, the end filling of the through-hole There is a foamed glue, the beam bottom hole is set as elongate holes, and the secondary joist is steel wood composite keel, and the steel wood composite keel It is outside aperture steel pipe, interior is flitch.
A kind of construction technology of the novel reinforced system of template, steps are as follows for construction technology:
A, the determination of size: wall size and design scheme are determined according to construction drawing, calculate keel length, number of fitting parts And the position in through-wall bolt hole;
B, secondary joist is assembled: several secondary joists successively being put by constant spacing, connect template and secondary joist with iron nail Seam crossing obtains the template spliced, and template standing is fixed on metope, is beaten in template by designed spacing Eye, plugs through-wall bolt;
C, main joist is installed: main joist is horizontally arranged on through-wall bolt, through-wall bolt strip among the main joist Hole is exposed, and is installed through-wall bolt gasket and nut, is connected at stalk with connector;
D, internal corner part connects: the main joist on both sides is connected by internal corner connector at inner corner trim, and secondary joist is pushed down;
E, external corner part connects: the main joist end point on both sides is connected by external corner connecting piece at external corner;
F, independent wall section processing: plug wall connectivity kit is first connect fastening with main joist, is packed into locating slot steel, is tightened Fastening bolt;
G, school mould: adjusting external corner oblique pull angled seat, adjusts the verticality and geometric dimension of template, fastens through-wall bolt.
Preferably, the main joist in the step C is installed according to sequence from bottom to up.
Preferably, main joist is fastened with the internal corner connector by T-type connector in the step D, in the step E Main joist is fastened with the external corner connecting piece by T-type connector.
Preferably, the internal diameter width of internal corner connector and the external corner connecting piece is greater than the width of the main joist, and institute It states and is provided with 3 millimeters of gap between internal corner connector and the external corner connecting piece and the main joist.
Preferably, the inclination angle of oblique pull angled seat is 45 degree in the step G.
Preferably, the length specification of the main joist is 600 millimeters to 3000 millimeters, and modulus is 300 millimeters.
Therefore, the present invention uses the novel reinforced system construction technology of template of above-mentioned steps, using the compound dragon of vertical steel wood Bone and horizontal main joist, internal corner connector, external corner oblique pull connector, keel connecting member, bulkhead reinforce external member, diagonal brace connector Equal accessories, alleviate construction weight, reduce the labor intensity of worker, improve construction efficiency, reduce costs, ensure that text Bright construction.
Below by drawings and examples, technical scheme of the present invention will be described in further detail.
Detailed description of the invention
Fig. 1 is the flow chart of a kind of novel reinforced system of template of the present invention and its construction technology embodiment;
Fig. 2 is the side view of the main joist ontology of a kind of novel reinforced system of template of the present invention and its construction technology embodiment Figure;
Fig. 3 is that the structure of the main joist ontology of a kind of novel reinforced system of template of the present invention and its construction technology embodiment is shown It is intended to.
Specific embodiment
Embodiment
Fig. 1 is the flow chart of a kind of novel reinforced system of template of the present invention and its construction technology embodiment, as shown, this Invention provides a kind of construction technology of novel reinforced system of template, and steps are as follows for construction technology:
A, the determination of size: wall size and design scheme are determined according to construction drawing, calculate keel length, number of fitting parts And the position in through-wall bolt hole;
B, secondary joist is assembled: several secondary joists successively being put by constant spacing, connect template and secondary joist with iron nail Seam crossing obtains the template spliced, and template standing is fixed on metope, is beaten in template by designed spacing Eye, plugs through-wall bolt;
C, main joist is installed: main joist is horizontally arranged on through-wall bolt, through-wall bolt strip among the main joist Hole is exposed, and is installed through-wall bolt gasket and nut, is connected at stalk with connector;
D, internal corner part connects: the main joist on both sides is connected by internal corner connector at inner corner trim, and secondary joist is pushed down;
E, external corner part connects: the main joist end point on both sides is connected by external corner connecting piece at external corner;
F, independent wall section processing: plug wall connectivity kit is first connect fastening with main joist, is packed into locating slot steel, is tightened Fastening bolt;
G, school mould: adjusting external corner oblique pull angled seat, adjusts the verticality and geometric dimension of template, fastens through-wall bolt.
The internal diameter width of the internal corner connector and the external corner connecting piece is greater than the width of the main joist, and the yin 3 millimeters of gap is provided between angle connector and the external corner connecting piece and the main joist.
The length specification of the main joist is 600 millimeters to 3000 millimeters, and modulus is 300 millimeters.
The present invention provides a kind of novel reinforced systems of template, including main joist, secondary joist, internal corner connector and external corner to connect Fitting is connected by main joist connector between the main joist, and the main joist and the secondary joist are solid by through-wall bolt Fixed, the main joist is alloy main joist.
Fig. 2 is the side view of the main joist ontology of a kind of novel reinforced system of template of the present invention and its construction technology embodiment Figure, Fig. 3 are the structural schematic diagram of the main joist ontology of a kind of novel reinforced system of template of the present invention and its construction technology embodiment, As shown, the alloy main joist includes main joist ontology, the main joist body end is provided with end flitch 1, end Flitch 1 grows the main joist body end, the U-shaped structure that the main joist ontology is integrally formed, the main joist ontology Including supported on both sides 2 and beam bottom 3, several beam bottom holes 4 are offered in beam bottom 3, are equipped with connecting band 5, connecting band between beam bottom hole 4 5 are internally provided with support flitch, and bolt fastening is used in the support flitch and supported on both sides 2.
Supported on both sides 2 upper and lower part is symmetrically arranged with through-hole 6, and the end of through-hole 6 is filled with foamed glue.
Beam bottom hole 4 is set as elongate holes.
Secondary joist is steel wood composite keel, and is aperture steel pipe outside the steel wood composite keel, and interior is flitch.
The novel reinforced system component parts of template provided by the invention is as follows:
Main joist cross-sectional shape is having a size of 90mmX60mm, length specification 600mm-3000mm, modulus 300mm, in cross Section is provided with the long hole of 26mm wide, the branch for passing through through-wall bolt, inside the end flitch and connecting band of keel body end The material of gallows timber side is douglas fir, and end flitch exposes keel ontology, convenient for protection keel, prevents high falling damaged.
Steel wood composite keel is secondary joist, and section specification is 50mmX50mm, and material is galvanized steel tube aperture, filling wood Side, multiple specifications such as length specification 1500,2000,2650,3000.Internal corner connector is steel part, right angle welding, and specification is 600mmX480mm, 600mmX280mm, to adapt to the combination of different size walls, the long hole of both direction can be by through walls Bolt, it is also possible to which T-type connector connects inner corner trim and main joist, guarantees to main joist in positioning both horizontally and vertically.External corner Connector is welded with steel part, for the straightening for guaranteeing template at external corner, meets certain adjusting surplus, guarantees sun when fastening Intensity at angle, oblique pull angled seat inclination angle are 45 degree, guarantee that bolt sockets place's reasonable stress, and furthermore long hole is convenient for connecting by T-type Part is socketed with main joist, convenient for positioning.Main joist connector is steelwork, and there is long hole in centre, with T-type connector and main dragon Bone connection, guarantees horizontal and vertical positioning, can also penetrate through through-wall bolt.Connector and main joist are the same as wide, connector and main joist Vertical keel can equally be constrained.Moreover, it is also possible to keep main joist joint gap adjustable within the scope of 300mm, conveniently adapt to not With the length of wall, convenient for matching mould.Other accessories further include plug wall connectivity kit, diagonal brace connector, tapered through-wall bolt, T-type Connector etc..
Therefore, the present invention uses the novel reinforced system of template and its construction technology of above-mentioned steps, multiple using vertical steel wood Closure bone and horizontal main joist, internal corner connector, external corner oblique pull connector, keel connecting member, bulkhead reinforce external member, diagonal brace connects The accessories such as fitting alleviate construction weight, reduce the labor intensity of worker, improve construction efficiency, reduce costs, and guarantee Civilized construction.
Finally, it should be noted that the above embodiments are merely illustrative of the technical solutions of the present invention rather than is limited, Although the present invention is described in detail with reference to preferred embodiments, those skilled in the art should understand that: its according to So can be with modification or equivalent replacement of the technical solution of the present invention are made, and these modifications or equivalent replacement cannot also make to repair Technical solution after changing is detached from the spirit and scope of technical solution of the present invention.

Claims (7)

1. a kind of novel reinforced system of template, it is characterised in that: connected including main joist, secondary joist, internal corner connector with external corner Part is connected by main joist connector between the main joist, and the main joist is fixed with the secondary joist by through-wall bolt, The main joist is alloy main joist, and the alloy main joist includes main joist ontology, and the main joist body end is provided with End flitch, the end flitch are greater than the main joist body end, the U-shaped knot that the main joist ontology is integrally formed Structure, the main joist ontology includes supported on both sides and beam bottom, offers several beam bottom holes in the beam bottom, the beam bottom hole it Between be equipped with connecting band, the connecting band is internally provided with support flitch, the support flitch and described supported on both sides tight with bolt Gu the upper and lower part supported on both sides is symmetrically arranged with through-hole, the end of the through-hole is filled with foamed glue, the beam bottom Hole is set as elongate holes, and the secondary joist is steel wood composite keel, and is aperture steel pipe outside the steel wood composite keel, is inside Flitch.
2. a kind of construction technology of the novel reinforced system of template as described in claim 1, which is characterized in that construction technology step It is as follows:
A, the determination of size: determining wall size and design scheme according to construction drawing, calculate main joist and secondary joist length, The position in number of fitting parts and through-wall bolt hole;
B, secondary joist is assembled: several secondary joists successively being put by constant spacing, connect template and secondary joist seam with iron nail Place, obtains the template spliced, and template standing is fixed on metope, and the perforating in template by designed spacing is inserted Upper through-wall bolt;
C, main joist is installed: main joist is horizontally arranged on through-wall bolt, through-wall bolt reveals from elongate holes among main joist Out, through-wall bolt gasket and nut are installed, connected at stalk with connector;
D, internal corner part connects: the main joist on both sides is connected by internal corner connector at inner corner trim, and secondary joist is pushed down;
E, external corner part connects: the main joist end point on both sides is connected by external corner connecting piece at external corner;
F, independent wall section processing: plug wall connectivity kit is first connect fastening with main joist, is packed into locating slot steel, tightens fastening Bolt;
G, school mould: adjusting external corner oblique pull angled seat, adjusts the verticality and geometric dimension of template, fastens through-wall bolt.
3. a kind of construction technology of the novel reinforced system of template according to claim 2, it is characterised in that: the step C In main joist according to from bottom to up sequence install.
4. a kind of construction technology of the novel reinforced system of template according to claim 3, it is characterised in that: the step D Middle main joist is fastened with the internal corner connector by T-type connector, and main joist and the external corner connecting piece are logical in the step E Cross the fastening of T-type connector.
5. a kind of construction technology of the novel reinforced system of template according to claim 4, it is characterised in that: the inner corner trim connects The internal diameter width of fitting and the external corner connecting piece is greater than the width of the main joist, and the internal corner connector and the external corner 3 millimeters of gap is provided between connector and the main joist.
6. a kind of construction technology of the novel reinforced system of template according to claim 5, it is characterised in that: the step G The inclination angle of middle oblique pull angled seat is 45 degree.
7. a kind of construction technology of the novel reinforced system of template according to claim 6, it is characterised in that: the main joist Length specification be 600 millimeters to 3000 millimeters, modulus be 300 millimeters.
CN201610895603.1A 2016-10-14 2016-10-14 A kind of novel reinforced system of template and its construction technology Active CN106481077B (en)

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107060325A (en) * 2017-03-23 2017-08-18 曹立英 A kind of main joist reinforcement system structure and its construction technology
CN110388054A (en) * 2018-04-17 2019-10-29 江苏南通二建集团有限公司 One kind exempting from aperture building engineering structure template system and construction technology

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1221873A (en) * 1967-03-09 1971-02-10 Hunnebeck Ag A set of cooperable members for bracing concrete forms
WO2010088628A1 (en) * 2009-01-30 2010-08-05 Donald Sollars Adjustable and/or reusable brace, kicker and tie apparatus & method
CN203514808U (en) * 2013-09-23 2014-04-02 魏志光 Wall formwork supporting composite structure
CN204001747U (en) * 2014-08-23 2014-12-10 山西一建集团有限公司 Shear wall termination erecting device
CN204023955U (en) * 2014-08-19 2014-12-17 曹立英 A kind of NEW TYPE OF COMPOSITE keel structure
CN205025099U (en) * 2015-08-24 2016-02-10 中建一局集团第五建筑有限公司 Design building structure fillet formwork support system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1221873A (en) * 1967-03-09 1971-02-10 Hunnebeck Ag A set of cooperable members for bracing concrete forms
WO2010088628A1 (en) * 2009-01-30 2010-08-05 Donald Sollars Adjustable and/or reusable brace, kicker and tie apparatus & method
CN203514808U (en) * 2013-09-23 2014-04-02 魏志光 Wall formwork supporting composite structure
CN204023955U (en) * 2014-08-19 2014-12-17 曹立英 A kind of NEW TYPE OF COMPOSITE keel structure
CN204001747U (en) * 2014-08-23 2014-12-10 山西一建集团有限公司 Shear wall termination erecting device
CN205025099U (en) * 2015-08-24 2016-02-10 中建一局集团第五建筑有限公司 Design building structure fillet formwork support system

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Effective date of registration: 20190505

Address after: 073000 Sifang Liou Phase I, East of Xuyang Avenue, Dingzhou City, Baoding City, Hebei Province

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Address after: 073000 east side of Hongye Avenue, Dingzhou Economic Development Zone, Baoding City, Hebei Province

Patentee after: Hebei Yiding Xing Environmental Protection Technology Co.,Ltd.

Address before: 073000 Sifang Liou Phase I, East of Xuyang Avenue, Dingzhou City, Baoding City, Hebei Province

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