CN110206297A - A kind of construction method of aluminium frame wood moulding formwork system aseismic joint gang form - Google Patents
A kind of construction method of aluminium frame wood moulding formwork system aseismic joint gang form Download PDFInfo
- Publication number
- CN110206297A CN110206297A CN201910461044.7A CN201910461044A CN110206297A CN 110206297 A CN110206297 A CN 110206297A CN 201910461044 A CN201910461044 A CN 201910461044A CN 110206297 A CN110206297 A CN 110206297A
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- China
- Prior art keywords
- wall
- aluminium frame
- wood moulding
- frame wood
- template
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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
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of construction methods of aluminium frame wood moulding formwork system aseismic joint gang form, wherein aluminium frame wood moulding formwork system aseismic joint gang form is mainly made of aluminium frame wood moulding inside wall formwork, aluminium frame wood moulding outer wall template, interior wall square steel back cord, exterior wall square steel back cord, screw rod through walls, tabletting, nut, hanging ring etc., wherein in screw rod openings position through walls by exterior wall square steel back cord and tabletting firm welding, nut-welding is in tabletting center.Hanging ring is anchored at the top of aluminium frame wood moulding outer wall template on aluminium frame with bolt, hang installation convenient for template or removes dress displacement.Aluminium frame wood moulding inside wall formwork is installed in interior wall displacement first, exterior wall gang form is hoisted to aseismic joint corresponding position using tower crane, in aluminium frame wood moulding inside wall formwork side, rotary screw can fasten outer wall template, inside wall formwork is reinforced by screw rod through walls and tabletting and interior wall square steel back cord again, installment work is completed at this time, can be carried out aseismic joint side wall and be poured operation.
Description
Technical field
The present invention relates to form for construction engineering technical field more particularly to a kind of aluminium frame wood moulding formwork system aseismic joint groups
The construction method of shuttering.
Background technique
Aluminium frame Wood-plastic formwork is a kind of novel building template technology, and it is poor successfully to solve traditional Wood-plastic formwork rigidity, easily
The problem of modification.It is not strong that aluminium frame Wood-plastic formwork solves aluminum alloy pattern plate versatility, inconvenient maintenance, and cost is high, hot weather construction aluminum dipping form table
The drawbacks of face temperature height, poor water retention property.Aluminium frame Wood-plastic formwork has made the practicability of building template that huge change occur after releasing.
When aseismic joint refers to that house is designed in earthquake territory, to prevent earthquake from destroy house, house is divided into several bodies using aseismic joint
Simply, several units in the uniform independent sector of the rigidity of structure, that is, a building, to mitigate or preventing adjacent structure list
Member is collided and pre-set gap as caused by geological process, and aseismic joint width is generally 200~300mm etc..And due to
Building structure is generally based on frame-shear structure or shear wall structure, and aseismic joint two sides are designed with shear wall, for narrow herein
Narrow slot, personnel cannot be introduced into, and formwork reinforcement is extremely inconvenient.Currently, preventing in the construction of aluminium frame wood moulding formwork system
Shake seam processing mostly uses greatly plug extruded polystyrene board or molding styrofoam construction, and styrofoam is combustible, and intensity is not high, coagulation
Soil pours easy spillage, causes very big hidden danger to housing quality and later period fire safety.
Summary of the invention
Present invention aim to address the problems handled with aseismic joint in the construction of aluminium frame wood moulding formwork system, provide
A kind of novel aluminum frame wood moulding formwork system aseismic joint gang form, have structure it is simple, it is easy for installation and can be improved construction effect
It the advantages that rate, ensure that the quality and safety of construction, and then greatly reduce construction cost.
To achieve the goals above, present invention employs following technical solutions:
A kind of construction method of aluminium frame wood moulding formwork system aseismic joint gang form, the aluminium frame wood moulding formwork system are shockproof
Seam gang form includes aluminium frame wood moulding inside wall formwork, aluminium frame wood moulding outer wall template, interior wall square steel back cord, exterior wall square steel back cord, wears
Wall screw rod, tabletting, nut and hanging ring, the screw rod through walls passes through the hole location setting reserved on wall, in hole where screw rod through walls
Exterior wall square steel back cord described in the position of position is fixedly connected with tabletting, and the nut is fixedly connected on tabletting center, the hanging ring
It is anchored at the top of aluminium frame wood moulding outer wall template on aluminium frame, aluminium frame wood moulding inside wall formwork is installed in interior wall displacement, it will be outer using tower crane
Wall gang form is hoisted to aseismic joint corresponding position, and in aluminium frame wood moulding inside wall formwork side, rotary screw can be by outer wall template
Fastening, then reinforced inside wall formwork by screw rod through walls and tabletting and interior wall square steel back cord.
Preferably, the exterior wall square steel back cord and tabletting are welded to connect, and the nut-welding is in tabletting center.
A kind of construction method of aluminium frame wood moulding formwork system aseismic joint gang form, using following steps:
A. according to side wall size design template specification at aseismic joint and screw rod hole location through walls, to aluminium frame wood moulding outer wall template into
Row is assembled；
B. it is positioned according to screw rod hole location External Wall square steel back cord through walls, then by exterior wall square steel back cord and template aluminium frame
Tabletting is welded on exterior wall square steel back cord, nut weld by firm welding in aluminium frame wood moulding outer wall template screw rod hole location through walls
It is connected to tabletting center；
C. prefabricated hanging ring is anchored at the top of aluminium frame wood moulding outer wall template on aluminium frame with bolt, convenient for template handling installation or
Remove dress displacement；
D. when specific installation, aluminium frame wood moulding inside wall formwork is installed in wall displacement in aseismic joint side wall first, it will using tower crane
Exterior wall gang form is hoisted to aseismic joint corresponding position；
E. after lifting is in place, interior wall square steel back cord and tabletting are installed, while interting screw rod through walls；
F. screw rod through walls is rotated in aluminium frame wood moulding inside wall formwork side, so that screw rod end through walls screw rod is completely nested aluminium frame
Wood moulding outer wall template nut；
G. it is subsequently mounted interior wall nut and is fastened, so that two side template of aseismic joint side wall is firm；
H. the reinforcement measures such as installation diagonal brace finally are taken in interior wall side, that is, is installed, carries out aseismic joint side wall concrete
Pour operation.
Compared with prior art, the present invention provides a kind of construction parties of aluminium frame wood moulding formwork system aseismic joint gang form
Method, have it is following the utility model has the advantages that
The security risk and hidden danger of quality that this invention removes conventional templates to construct at aseismic joint, structure is simple, installs
The advantages that conveniently and construction efficiency can be improved, ensure that the quality and safety of construction, and then greatly reduce construction cost.
Detailed description of the invention
Fig. 1 is a kind of aluminium frame wood moulding formwork system aseismic joint gang form cross-section diagram of the present invention；
Fig. 2 is a kind of aluminium frame wood moulding formwork system aseismic joint gang form plan view of the present invention.
In figure, 1, aluminium frame wood moulding inside wall formwork, 2, aluminium frame wood moulding outer wall template, 3, interior wall square steel back cord, 4, exterior wall square steel
Back cord, 5, screw rod through walls, 6, tabletting, 7, nut, 8, hanging ring.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.
In the description of the present invention, it is to be understood that, term " on ", "lower", "front", "rear", "left", "right", "top",
The orientation or positional relationship of the instructions such as "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, merely to just
In description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with
Specific orientation construction and operation, therefore be not considered as limiting the invention.
Referring to Fig.1-2, a kind of construction method of aluminium frame wood moulding formwork system aseismic joint gang form, the aluminium frame wood moulding mould
Frame system aseismic joint gang form mainly by aluminium frame wood moulding inside wall formwork 1, aluminium frame wood moulding outer wall template 2, interior wall square steel back cord 3,
The composition such as exterior wall square steel back cord 4, screw rod through walls 5, tabletting 6, nut 7, hanging ring 8, wherein in 5 openings position of screw rod through walls by exterior wall
Square steel back cord 4 and 6 firm welding of tabletting, nut 7 are welded in 6 center of tabletting.Hanging ring 8 is anchored on aluminium frame wood moulding with bolt
On 2 top aluminium frame of outer wall template, installation is hung convenient for template or removes dress displacement.Aluminium frame wood moulding interior wall is installed in interior wall displacement first
Exterior wall gang form is hoisted to aseismic joint corresponding position using tower crane by template 1, in 1 one sidespin of aluminium frame wood moulding inside wall formwork
Outer wall template can be fastened by turning screw rod, then be added inside wall formwork by screw rod 5 through walls and tabletting 6 and interior wall square steel back cord 3
Gu completing a kind of installment work of novel aluminum frame wood moulding formwork system aseismic joint gang form at this time, aseismic joint side can be carried out
Wall pours operation.
Specific implementation uses following steps:
A. according to 5 hole location of side wall size design template specification at aseismic joint and screw rod through walls, to aluminium frame wood moulding outer wall template 2
It carries out assembled；
B. it is positioned according to 5 hole location External Wall square steel back cord 4 of screw rod through walls, then by exterior wall square steel back cord 4 and template
Tabletting 6 is welded in exterior wall square steel back cord 4 in 5 hole location of screw rod through walls of aluminium frame wood moulding outer wall template 2 by aluminium frame firm welding
On, nut 7 is welded in 6 center of tabletting；
C. prefabricated hanging ring 8 is anchored on 2 top aluminium frame of aluminium frame wood moulding outer wall template with bolt, is installed convenient for template handling
Or remove dress displacement；
D. when specific installation, aluminium frame wood moulding inside wall formwork 1 is installed in wall displacement in aseismic joint side wall first, it will using tower crane
Exterior wall gang form is hoisted to aseismic joint corresponding position；
E. after lifting is in place, interior wall square steel back cord 3 and tabletting 6 are installed, while interting screw rod 5 through walls；
F. screw rod 5 through walls is rotated in 1 side of aluminium frame wood moulding inside wall formwork, so that 5 end screw rod of screw rod through walls is completely nested
2 nut 7 of aluminium frame wood moulding outer wall template；
G. it is subsequently mounted interior wall nut 7 and is fastened, so that two side template of aseismic joint side wall is firm；
H. the reinforcement measures such as installation diagonal brace finally are taken in interior wall side, that is, is installed, carries out aseismic joint side wall concrete
Pour operation.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, hair according to the technique and scheme of the present invention
Bright design is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (3)
1. a kind of construction method of aluminium frame wood moulding formwork system aseismic joint gang form, which is characterized in that the aluminium frame wood moulding mould
Frame system aseismic joint gang form includes aluminium frame wood moulding inside wall formwork, aluminium frame wood moulding outer wall template, interior wall square steel back cord, exterior wall side
Steel back is stupefied, screw rod, tabletting, nut and hanging ring through walls, and the screw rod through walls passes through the hole location setting reserved on wall, in spiral shell through walls
Exterior wall square steel back cord described in hole location position where bar is fixedly connected with tabletting, and the nut is fixedly connected on tabletting center,
The hanging ring is anchored at the top of aluminium frame wood moulding outer wall template on aluminium frame, is installed aluminium frame wood moulding inside wall formwork in interior wall displacement, is utilized
Exterior wall gang form is hoisted to aseismic joint corresponding position by tower crane, and in aluminium frame wood moulding inside wall formwork side, rotary screw can be incited somebody to action
Outer wall template fastening, then reinforced inside wall formwork by screw rod through walls and tabletting and interior wall square steel back cord.
2. a kind of construction method of aluminium frame wood moulding formwork system aseismic joint gang form according to claim 1, feature
It is, the exterior wall square steel back cord and tabletting are welded to connect, and the nut-welding is in tabletting center.
3. a kind of construction method of aluminium frame wood moulding formwork system aseismic joint gang form according to claim 2, feature
It is, using following steps:
A. according to side wall size design template specification at aseismic joint and screw rod hole location through walls, aluminium frame wood moulding outer wall template is spelled
Dress；
B. it is positioned according to screw rod hole location External Wall square steel back cord through walls, is then welded exterior wall square steel back cord and template aluminium frame
Securely, tabletting is welded on exterior wall square steel back cord in aluminium frame wood moulding outer wall template screw rod hole location through walls, nut-welding in
Tabletting center；
C. prefabricated hanging ring is anchored at the top of aluminium frame wood moulding outer wall template on aluminium frame with bolt, installs or removes convenient for template handling
Dress displacement；
D. when specific installation, aluminium frame wood moulding inside wall formwork is installed in wall displacement in aseismic joint side wall first, using tower crane by exterior wall
Gang form is hoisted to aseismic joint corresponding position；
E. after lifting is in place, interior wall square steel back cord and tabletting are installed, while interting screw rod through walls；
F. screw rod through walls is rotated in aluminium frame wood moulding inside wall formwork side, so that screw rod end through walls screw rod is completely nested aluminium frame wood moulding
Outer wall template nut；
G. it is subsequently mounted interior wall nut and is fastened, so that two side template of aseismic joint side wall is firm；
H. the reinforcement measures such as installation diagonal brace finally are taken in interior wall side, that is, be installed, carried out aseismic joint side wall concrete and pour
Operation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910461044.7A CN110206297A (en) | 2019-05-30 | 2019-05-30 | A kind of construction method of aluminium frame wood moulding formwork system aseismic joint gang form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910461044.7A CN110206297A (en) | 2019-05-30 | 2019-05-30 | A kind of construction method of aluminium frame wood moulding formwork system aseismic joint gang form |
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| Publication Number | Publication Date |
|---|---|
| CN110206297A true CN110206297A (en) | 2019-09-06 |
Family
ID=67789587
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910461044.7A Pending CN110206297A (en) | 2019-05-30 | 2019-05-30 | A kind of construction method of aluminium frame wood moulding formwork system aseismic joint gang form |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202611233U (en) * | 2012-07-06 | 2012-12-19 | 宁波东新建筑有限公司 | Template for pouring double-way shear wall with deformation joint in the middle |
| CN202767522U (en) * | 2012-07-23 | 2013-03-06 | 青岛建安建设集团有限公司 | Shear wall reinforcing system in deformation joint |
| CN203684655U (en) * | 2013-12-24 | 2014-07-02 | 山西四建集团有限公司 | Forming formwork for shear wall at expansion joints |
| CN204703498U (en) * | 2015-06-26 | 2015-10-14 | 海天建设集团有限公司 | Wall of High-building deformation joint template construction structure |
| CN205036077U (en) * | 2015-08-17 | 2016-02-17 | 十四冶建设集团云南第三建筑工程有限公司 | Shear force wall formwork support suitable for narrow and small space usage |
-
2019
- 2019-05-30 CN CN201910461044.7A patent/CN110206297A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202611233U (en) * | 2012-07-06 | 2012-12-19 | 宁波东新建筑有限公司 | Template for pouring double-way shear wall with deformation joint in the middle |
| CN202767522U (en) * | 2012-07-23 | 2013-03-06 | 青岛建安建设集团有限公司 | Shear wall reinforcing system in deformation joint |
| CN203684655U (en) * | 2013-12-24 | 2014-07-02 | 山西四建集团有限公司 | Forming formwork for shear wall at expansion joints |
| CN204703498U (en) * | 2015-06-26 | 2015-10-14 | 海天建设集团有限公司 | Wall of High-building deformation joint template construction structure |
| CN205036077U (en) * | 2015-08-17 | 2016-02-17 | 十四冶建设集团云南第三建筑工程有限公司 | Shear force wall formwork support suitable for narrow and small space usage |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190906 |
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| RJ01 | Rejection of invention patent application after publication |