CN106481077A - 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 PDFInfo
- Publication number
- CN106481077A CN106481077A CN201610895603.1A CN201610895603A CN106481077A CN 106481077 A CN106481077 A CN 106481077A CN 201610895603 A CN201610895603 A CN 201610895603A CN 106481077 A CN106481077 A CN 106481077A
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- Prior art keywords
- main joist
- template
- joist
- connector
- novel reinforced
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of novel reinforced system of template and its construction technology, including main joist, secondary joist, internal corner connector and external corner connecting piece, step is as follows：Determine wall size design, calculate keel length；Some secondary joists are stitched together, with steel nail connection edges of boards and secondary joist seam crossing；Main joist is horizontally mounted successively；At inner corner trim, the main joist on both sides is connected by internal corner connector；At external corner, the main joist end on both sides is connected by external corner oblique pull part；Plug wall connectivity kit is connected fastening with main joist；External corner oblique pull angled seat is adjusted, adjusts perpendicularity and the physical dimension of template.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 labour intensity of workman, improve efficiency of construction, reduce cost, it is ensured that civilized construction.
Description
Technical field
The present invention relates to field of engineering building, especially relates to a kind of novel reinforced system of template and its construction work
Skill.
Background technology
At present, in building structure construction, as most of steel forms occupancy tower crane number of times is more, main flow has been gradually backed out
Structure construction market, the substitute is wallboard, roof plate template and dissipates a scattered spelling, improve structure construction speed to a certain extent
Degree.Currently common combination is following several ways, and, based on flitch, horizontal main joist is mainly with double steel pipe for vertical keel
Based on, but in use, flitch consumption is huge, and steel pipe weight is heavier, and labor strength is than larger, steel pipe
Blocked by misconduct to adapt to the problems such as wall size.While steel pipe increasing number, can also cause rehandling, increased
Labour intensity, the quantity of silk through walls also increase, and increased cost, can expend substantial amounts of man power and material, give in work progress
Construction brings inconvenience.Therefore, it is necessary to design a kind of novel reinforced system of template and its construction technology.
Content of the invention
It is an object of the invention to provide a kind of novel reinforced system of template and its construction technology, 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
Deng accessory, construction weight is alleviated, the labour intensity of workman is reduced, efficiency of construction is improve, reduce cost, it is ensured that text
Bright construction.
For achieving the above object, the invention provides a kind of novel reinforced system of template, including main joist, secondary joist, the moon
Angle connector and external corner connecting piece, are connected by main joist connector between the main joist, the main joist and described time dragon
Bone is fixed by through-wall bolt.
Preferably, the main joist is alloy main joist or rectangular steel pipe, and the rectangular steel pipe is with connect band and two
Face corresponds to the rectangular steel pipe of perforate.
Preferably, the alloy main joist includes main joist body, and the main joist body end is provided with termination flitch,
The termination flitch is more than the main joist body end, the U-shape structure that the main joist body is formed in one, the main dragon
Bone body includes supported on both sides and beam bottom, offers several beam bottom outlets, be provided with connection between the beam bottom outlet on the beam bottom
Band, the connect band are internally provided with support flitch, and the support flitch and the supported on both sides are fastened with bolt, the both sides
The upper and lower of support is symmetrically arranged with through hole, and the end of the through hole is filled with foamed glue, and the beam bottom outlet is set to length
Bar hole.
Preferably, the secondary joist is for being perforate steel pipe outside steel wood composite keel, and steel wood composite keel, interior for wood
Side.
A kind of construction technology of the novel reinforced system of template as described in claim 1-4, construction technology step are as follows：
A, the determination of size：Wall size design are determined according to construction drawing, calculates keel length, number of fitting parts
And the position in through-wall bolt hole；
B, secondary joist are assembled：Some secondary joists are put successively by constant spacing, with iron nail connection template and secondary joist
Seam crossing, obtains the template that has spliced, and the template is erected and is fixed on metope, beats in template by the spacing for designing
Eye, plugs through-wall bolt；
C, installation main joist：Main joist is horizontally arranged on through-wall bolt, through-wall bolt is from strip in the middle of main joist
Hole is exposed, and installs through-wall bolt pad and nut, is connected with connector at stalk；
D, internal corner part connection：At inner corner trim, the main joist on both sides is connected by internal corner connector, and secondary joist is pushed down；
E, external corner part connection：At external corner, the main joist end on both sides is connected by external corner oblique pull part；
F, independent wall section are processed：First plug wall connectivity kit is connected fastening with main joist, loads locating slot steel, tighten
Fastening bolt；
G, school mould：External corner oblique pull angled seat is adjusted, perpendicularity and the physical dimension of template is adjusted, fastens through-wall bolt.
Preferably, the main joist in step C is installed according to order from bottom to up.
Preferably, in step D, main joist is fastened by T-shaped connector with the internal corner connector, in step E
Main joist is fastened by T-shaped connector with the external corner oblique pull part.
Preferably, the internal diameter width of internal corner connector and the external corner connecting piece is more than the width of the main joist, and institute
State the gap that 3 millimeters are provided between internal corner connector and the external corner connecting piece and the main joist.
Preferably, in step G, the inclination angle of oblique pull angled seat is 45 degree.
Preferably, the length specification of the main joist is 600 millimeters to 3000 millimeters, and modulus is 300 millimeters.
Therefore, the present invention adopts the novel reinforced system construction technology of the 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
Deng accessory, construction weight is alleviated, the labour intensity of workman is reduced, efficiency of construction is improve, reduce cost, it is ensured that text
Bright construction.
Below by drawings and Examples, technical scheme is described in further detail.
Description of the drawings
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-looking of the main joist body 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 body 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 illustrated, this
Invention provides a kind of construction technology of the novel reinforced system of template, and construction technology step is as follows：
A, the determination of size：Wall size design are determined according to construction drawing, calculates keel length, number of fitting parts
And the position in through-wall bolt hole；
B, secondary joist are assembled：Some secondary joists are put successively by constant spacing, with iron nail connection template and secondary joist
Seam crossing, obtains the template that has spliced, and the template is erected and is fixed on metope, beats in template by the spacing for designing
Eye, plugs through-wall bolt；
C, installation main joist：Main joist is horizontally arranged on through-wall bolt, through-wall bolt is from strip in the middle of main joist
Hole is exposed, and installs through-wall bolt pad and nut, is connected with connector at stalk；
D, internal corner part connection：At inner corner trim, the main joist on both sides is connected by internal corner connector, and secondary joist is pushed down；
E, external corner part connection：At external corner, the main joist end on both sides is connected by external corner oblique pull part；
F, independent wall section are processed：First plug wall connectivity kit is connected fastening with main joist, loads locating slot steel, tighten
Fastening bolt；
G, school mould：External corner oblique pull angled seat is adjusted, perpendicularity and the physical dimension of template is adjusted, fastens through-wall bolt.
The internal diameter width of the internal corner connector and the external corner connecting piece is more than the width of the main joist, and described the moon
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 invention provides a kind of novel reinforced system of template, connects including main joist, secondary joist, internal corner connector and external corner
Fitting, is connected by main joist connector between the main joist, and the main joist is solid by through-wall bolt with the secondary joist
Fixed.
The main joist is alloy main joist or rectangular steel pipe, and the rectangular steel pipe is with connect band and two sides corresponds to and opens
The rectangular steel pipe in hole.
Fig. 2 is the side-looking of the main joist body of a kind of novel reinforced system of template of the present invention and its construction technology embodiment
Figure, Fig. 3 are the structural representation of the main joist body of a kind of novel reinforced system of template of the present invention and its construction technology embodiment,
As illustrated, the alloy main joist includes main joist body, the main joist body end is provided with termination flitch 1, termination
Flitch 1 grows the main joist body end, the U-shape structure that the main joist body is formed in one, the main joist body
Including supported on both sides 2 and beam bottom 3, several beam bottom outlets 4 are offered on beam bottom 3, is provided with connect band 5, connect band between beam bottom outlet 4
5 are internally provided with support flitch, and the support flitch and supported on both sides 2 are fastened with bolt.
The upper and lower of supported on both sides 2 is symmetrically arranged with through hole 6, and the end of through hole 6 is filled with foamed glue.
Beam bottom outlet 4 is set to elongate holes.
Secondary joist is for being perforate steel pipe outside steel wood composite keel, and steel wood composite keel, interior for flitch.
The novel reinforced system component parts of template that the present invention is provided is as follows：
Main joist cross-sectional shape a size of 90mmX60mm, length specification are 600mm-3000mm, and modulus is 300mm, in horizontal stroke
Section has the wide elongated hole of 26mm, for passing through through-wall bolt, propping up inside the termination flitch of keel body end and connect band
The material of gallows timber side is douglas fir, and termination flitch exposes keel body, is easy to protect keel, prevents high falling damaged.
Steel wood composite keel is secondary joist, and section specification is 50mmX50mm, and material is galvanized steel tube perforate, filling wood
Side, length specification are multiple specifications such as 1500,2000,2650,3000.Internal corner connector is steel part, and right angle is welded, and specification is
600mmX480mm, 600mmX280mm, to adapt to the combination of different size body of wall, the elongated hole of both direction, can pass through through walls
Bolt, it is also possible to T-shaped connector connection inner corner trim and main joist, it is ensured that to main joist in positioning both horizontally and vertically.External corner
Oblique pull connector is welded with steel part, is the straightening for ensureing template at external corner, is met certain regulation surplus, it is ensured that fastening
When external corner at intensity, oblique pull angled seat inclination angle be 45 degree, it is ensured that bolt sockets place's reasonable stress, and elongated hole is easy to by T-shaped in addition
Connector is socketed with main joist, is easy to positioning.Main joist connector is steelwork, and there is elongated hole centre, with T-shaped connector with
Main joist connects, it is ensured that horizontal and vertical positioning, can also penetrate through through-wall bolt.Connector is with main joist with width, connector and master
Keel are the same can to constrain vertical keel.Moreover, it is also possible to make main joist joint gap adjustable in the range of 300mm, it is easy to fit
The length of different walls is answered, is easy to join mould.Other accessories also include plug wall connectivity kit, diagonal brace connector, tapered through-wall bolt,
T-shaped connector etc..
Therefore, the present invention adopts the novel reinforced system of the template of above-mentioned steps and its construction technology, multiple using vertical steel wood
Closure bone and horizontal main joist, internal corner connector, external corner oblique pull connector, keel connecting member, bulkhead are reinforced external member, diagonal brace and are connected
The accessories such as fitting, alleviate construction weight, reduce the labour intensity of workman, improve efficiency of construction, reduce cost, it is ensured that
Civilized construction.
Finally it should be noted that：Above example only in order to technical scheme to be described rather than be limited,
Although being described in detail to the present invention with reference to preferred embodiment, it will be understood by those within the art that：Its according to
So technical scheme can be modified or equivalent, and these modifications or equivalent can not also make to repair
Technical scheme after changing departs from the spirit and scope of technical solution of the present invention.
Claims (10)
1. the novel reinforced system of a kind of template, it is characterised in that:Connect including main joist, secondary joist, internal corner connector and external corner
Part, is connected by main joist connector between the main joist, and the main joist is fixed by through-wall bolt with the secondary joist.
2. the novel reinforced system of a kind of template according to claim 1, it is characterised in that:The main joist is the main dragon of alloy
Bone or rectangular steel pipe, the rectangular steel pipe are with connect band and the rectangular steel pipe of two sides correspondence perforate.
3. the novel reinforced system of a kind of template according to claim 2, it is characterised in that：The alloy main joist includes master
Keel body, the main joist body end are provided with termination flitch, and the termination flitch is more than the main joist body end,
The U-shape structure that the main joist body is formed in one, the main joist body include supported on both sides and beam bottom, on the beam bottom
Several beam bottom outlets are offered, between the beam bottom outlet, connect band is provided with, the connect band is internally provided with support flitch, described
Flitch and supported on both sides bolt is supported to fasten, the upper and lower of the supported on both sides is symmetrically arranged with through hole, described
The end of through hole is filled with foamed glue, and the beam bottom outlet is set to elongate holes.
4. the novel reinforced system of a kind of template according to claim 3, it is characterised in that：The secondary joist is that steel wood is compound
It is perforate steel pipe outside keel, and steel wood composite keel, interior for flitch.
5. the construction technology of the novel reinforced system of a kind of template as described in claim 1-4, it is characterised in that construction technology is walked
Rapid as follows：
A, the determination of size：Wall size design are determined according to construction drawing, calculate main joist and secondary joist length,
Number of fitting parts and the position in through-wall bolt hole；
B, secondary joist are assembled：Some secondary joists are put successively by constant spacing, with iron nail connection template and secondary joist seam
Place, obtains the template that has spliced, the template is erected and is fixed on metope, the perforating in template by the spacing for designing, and inserts
Upper through-wall bolt；
C, installation main joist：Main joist is horizontally arranged on through-wall bolt, through-wall bolt is from elongate holes dew in the middle of main joist
Out, through-wall bolt pad and nut are installed, are connected with connector at stalk；
D, internal corner part connection：At inner corner trim, the main joist on both sides is connected by internal corner connector, and secondary joist is pushed down；
E, external corner part connection：At external corner, the main joist end on both sides is connected by external corner oblique pull part；
F, independent wall section are processed：First plug wall connectivity kit is connected fastening with main joist, loads locating slot steel, tighten fastening
Bolt；
G, school mould：External corner oblique pull angled seat is adjusted, perpendicularity and the physical dimension of template is adjusted, fastens through-wall bolt.
6. the construction technology of the novel reinforced system of a kind of template according to claim 5, it is characterised in that：Step C
In main joist according to from bottom to up order install.
7. the construction technology of the novel reinforced system of a kind of template according to claim 6, it is characterised in that：Step D
Middle main joist is fastened by T-shaped connector with the internal corner connector, and in step E, main joist is logical with the external corner oblique pull part
Cross the fastening of T-shaped connector.
8. the construction technology of the novel reinforced system of a kind of template according to claim 7, it is characterised in that：The inner corner trim connects
The internal diameter width of fitting and the external corner connecting piece is more 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.
9. the construction technology of the novel reinforced system of a kind of template according to claim 8, it is characterised in that：Step G
The inclination angle of middle oblique pull angled seat is 45 degree.
10. the construction technology of the novel reinforced system of a kind of template according to claim 9, it is characterised in that：The main dragon
The length specification of bone is 600 millimeters to 3000 millimeters, and modulus is 300 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610895603.1A CN106481077B (en) | 2016-10-14 | 2016-10-14 | A kind of novel reinforced system of template and its construction technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610895603.1A CN106481077B (en) | 2016-10-14 | 2016-10-14 | A kind of novel reinforced system of template and its construction technology |
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| Publication Number | Publication Date |
|---|---|
| CN106481077A true CN106481077A (en) | 2017-03-08 |
| CN106481077B CN106481077B (en) | 2019-01-25 |
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| Application Number | Title | Priority Date | Filing Date |
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Cited By (2)
| 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 |
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| 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 |
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2016
- 2016-10-14 CN CN201610895603.1A patent/CN106481077B/en active Active
Patent Citations (6)
| 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 |
Cited By (2)
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106481077B (en) | 2019-01-25 |
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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 Patentee after: Hebei Yiding Xing Environmental Protection Technology Co., Ltd. Address before: 102403 Lijiao Village, Liulihe Town, Fangshan District, Beijing Patentee before: Cao Liying |
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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 Patentee before: Hebei Yiding Xing Environmental Protection Technology Co.,Ltd. |