CN205000631U - Reinforcing apparatus of outer shear force wall aluminum mould toe riser - Google Patents

Reinforcing apparatus of outer shear force wall aluminum mould toe riser Download PDF

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Publication number
CN205000631U
CN205000631U CN201520765251.9U CN201520765251U CN205000631U CN 205000631 U CN205000631 U CN 205000631U CN 201520765251 U CN201520765251 U CN 201520765251U CN 205000631 U CN205000631 U CN 205000631U
Authority
CN
China
Prior art keywords
toe riser
side fascia
stupefied
toe
riser
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201520765251.9U
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Chinese (zh)
Inventor
林华湘
祝国梁
魏永伟
周志辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Fourth Bureau First Construction Engineering Co Ltd
Original Assignee
China Construction Fourth Bureau First Construction Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Construction Fourth Bureau First Construction Engineering Co Ltd filed Critical China Construction Fourth Bureau First Construction Engineering Co Ltd
Priority to CN201520765251.9U priority Critical patent/CN205000631U/en
Application granted granted Critical
Publication of CN205000631U publication Critical patent/CN205000631U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a reinforcing apparatus of outer shear force wall aluminum mould toe riser, including the aluminum mould side fascia and through bolt connection at the toe riser at aluminum mould side fascia top, it is stupefied that fixed mounting has the horizontal back of the body on the lateral wall of aluminum mould side fascia, stupefied at the vertical short back of the body that is provided with between aluminum mould side fascia and the toe riser more than two, the stupefied lower part of the vertical short back of the body is through to drawing screw rod and the stupefied fixed connection of the horizontal back of the body, pre -buried screw rod to the floor in passes toe riser and the vertical short stupefied upper portion fixed connection of back of the body. The utility model discloses a stupefied be connected aluminum mould side fascia and toe riser of the vertical short back of the body forms a whole to has improved the ability that the side direction bearing capacity was resisted to the toe riser, has avoided the fixed position of butt joint of toe riser and aluminum alloy template the mould phenomenon often to appear exploding, has guaranteed the shaping quality of outer shear force wall, solved appear in traditional aluminum alloy template construction method outer wall handing -over position appear wrong platform, the logical line of level have some setbacks straighten, outer wall template serious pollution scheduling problem.

Description

A kind of bracing means of outer shear wall aluminum dipping form toe riser
Technical field
The utility model relates to a kind of bracing means of outer shear wall aluminum dipping form toe riser, belongs to aluminum alloy mould plate technical field of construction.
Background technology
Along with the raising of expanding economy and construction technology level, the application of aluminum alloy mould plate in engineering construction is more and more extensive.Compared with traditional template, it has the advantages such as lightweight, peace is torn open conveniently, efficiency of construction is high, precision is high, recovery residual value is high.But in traditional work progress, because toe riser passes through pin, pin sheet with carry out docking with aluminum alloy mould plate and be connected, but along with the increase of upset number of times, toe riser distortion is very serious, pass through pin, the connected mode of pin sheet can not meet the requirement of opposing side bearing capacity, therefore often there is burst-mode phenomenon with the fixed position that docks of aluminum alloy mould plate in toe riser, these positions are often difficult to reinforce, cause outer wall of floor to join position and occur faulting of slab ends, it is not straight that level leads to line, the problems such as outer wall template is seriously polluted, stage needs to carry out cutter to problem areas and plays repairing.To this, often need cost to carry out cutter to the position of burst-mode, faulting of slab ends and play repairing man-hour, secondary cleaning is carried out to contaminated aluminium alloys outer wall template, adds extra operating expenses, cause economic loss.Thus, very urgent to the improvement of traditional aluminum alloy mould plate construction method.
Utility model content
The purpose of this utility model is: provide that a kind of structure is simple, easy construction can have enough to meet the need the bracing means of the outer shear wall aluminum dipping form toe riser of use, thus improve the ability of toe riser opposing side bearing capacity, avoid toe riser often to occur burst-mode phenomenon with the fixed position that docks of aluminum alloy mould plate, ensure outer shear wall Forming Quality.
The technical solution of the utility model: a kind of bracing means of outer shear wall aluminum dipping form toe riser, comprise aluminum dipping form side fascia and be connected to the toe riser at aluminum dipping form side fascia top by latch, the sidewall of aluminum dipping form side fascia is installed with horizontal back cord, the vertical short back cord of more than two is provided with between aluminum dipping form side fascia and toe riser, the bottom of vertical short back cord is fixedly connected with horizontal back cord by Screw arbor with nut at both-ends, is pre-buriedly fixedly connected with the top of vertical short back cord to the pre embedded bolt in floor through toe riser.
Aforesaid vertical short back cord upper end is welded with top steel plate, and lower end is welded with the little square steel in bottom, and top steel plate withstands on toe riser, and the little square steel in bottom withstands on aluminum dipping form side fascia.
Owing to have employed technique scheme, the utility model has the advantage of: aluminum dipping form side fascia and toe riser are connected to form an entirety by vertical short back cord by the utility model, thus improve the ability of toe riser opposing side bearing capacity, toe riser is avoided often to occur burst-mode phenomenon with the fixed position that docks of aluminum alloy mould plate, ensure the Forming Quality of outer shear wall, solve in traditional aluminum alloy mould plate construction method and occur that faulting of slab ends appears in exterior wall handing-over position, level leads to the problems such as line is not straight, outer wall template is seriously polluted.Therefore, the utility model not only has that structure is simple, easy construction, environmental protection, saving construction cost advantage, and the phenomenon such as burst-mode, spillage can be avoided to produce, improve the end product quality of exterior wall.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of vertical short back cord in the utility model.
Description of reference numerals: 1-top steel plate, 2-pre embedded bolt, the vertical short back cord of 3-, 4-Screw arbor with nut at both-ends, little square steel bottom 5-, 6-toe riser, the horizontal back cord of 7-, 8-aluminum dipping form side fascia, 9-latch.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearly, below in conjunction with drawings and Examples, the utility model is described in further detail.
Embodiment of the present utility model: the structural representation of the bracing means of outer shear wall aluminum dipping form toe riser as shown in Figure 1, comprise aluminum dipping form side fascia 8 and be connected to the toe riser 6 at aluminum dipping form side fascia 8 top by latch 9, the sidewall of aluminum dipping form side fascia 8 is installed with horizontal back cord 7,8 vertical short back cords 3 are provided with between aluminum dipping form side fascia 8 and toe riser 6, the bottom of vertical short back cord 3 is fixedly connected with horizontal back cord 7 by Screw arbor with nut at both-ends 4, and the pre-buried pre embedded bolt 2 in floor is fixedly connected with the top of vertical short back cord 3 through toe riser 6.See Fig. 2, described vertical short back cord 3 upper end is welded with top steel plate 1, and lower end is welded with the little square steel 5 in bottom, and top steel plate 1 withstands on toe riser 6, and the little square steel 5 in bottom withstands on aluminum dipping form side fascia 8.Like this, vertical short back cord 3 is vertically across on horizontal back cord 7, and toe riser 6 and aluminum dipping form side fascia 8 are supported by the little square steel 5 of top steel plate 1 and bottom at its two ends simultaneously, thus improve the ability that toe riser 6 resists side bearing capacity, avoid toe riser 6 to occur burst-mode phenomenon with the fixed position that docks of aluminum dipping form side fascia 8, ensure the Forming Quality of outer shear wall.

Claims (2)

1. the bracing means of an outer shear wall aluminum dipping form toe riser, comprise aluminum dipping form side fascia (8) and be connected to the toe riser (6) at aluminum dipping form side fascia (8) top by latch (9), it is characterized in that: on the sidewall of aluminum dipping form side fascia (8), be installed with horizontal back cord (7), the vertical short back cord (3) of more than two is provided with between aluminum dipping form side fascia (8) and toe riser (6), the bottom of vertical short back cord (3) is fixedly connected with horizontal back cord (7) by Screw arbor with nut at both-ends (4), pre-buriedly to be fixedly connected with to the pre embedded bolt (2) in floor through the top of toe riser (6) with vertical short back cord (3).
2. the bracing means of outer shear wall aluminum dipping form toe riser according to claim 1, it is characterized in that: described vertical short back cord (3) upper end is welded with top steel plate (1), lower end is welded with the little square steel in bottom (5), and top steel plate (1) withstands on toe riser (6), the little square steel in bottom (5) withstands on aluminum dipping form side fascia (8).
CN201520765251.9U 2015-09-30 2015-09-30 Reinforcing apparatus of outer shear force wall aluminum mould toe riser Expired - Fee Related CN205000631U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520765251.9U CN205000631U (en) 2015-09-30 2015-09-30 Reinforcing apparatus of outer shear force wall aluminum mould toe riser

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520765251.9U CN205000631U (en) 2015-09-30 2015-09-30 Reinforcing apparatus of outer shear force wall aluminum mould toe riser

Publications (1)

Publication Number Publication Date
CN205000631U true CN205000631U (en) 2016-01-27

Family

ID=55157527

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520765251.9U Expired - Fee Related CN205000631U (en) 2015-09-30 2015-09-30 Reinforcing apparatus of outer shear force wall aluminum mould toe riser

Country Status (1)

Country Link
CN (1) CN205000631U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109403628A (en) * 2018-12-20 2019-03-01 昌宜(天津)模板租赁有限公司 A kind of aluminum alloy pattern plate joint reinforcing device
CN110439282A (en) * 2018-05-02 2019-11-12 深圳市前海胜德建筑科技有限公司 A kind of positioning plate hardened system and its construction method
CN110439260A (en) * 2018-05-02 2019-11-12 深圳市前海胜德建筑科技有限公司 The tall and big formwork system of aluminum alloy mould plate and its installation method
CN111550052A (en) * 2020-05-30 2020-08-18 深圳市建工集团股份有限公司 Exposed buried type steel bar reservation and chiseling-free construction method for floor slab outside super high-rise core tube

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110439282A (en) * 2018-05-02 2019-11-12 深圳市前海胜德建筑科技有限公司 A kind of positioning plate hardened system and its construction method
CN110439260A (en) * 2018-05-02 2019-11-12 深圳市前海胜德建筑科技有限公司 The tall and big formwork system of aluminum alloy mould plate and its installation method
CN109403628A (en) * 2018-12-20 2019-03-01 昌宜(天津)模板租赁有限公司 A kind of aluminum alloy pattern plate joint reinforcing device
CN109403628B (en) * 2018-12-20 2024-05-03 昌宜(天津)模板租赁有限公司 Aluminum template node reinforcing apparatus
CN111550052A (en) * 2020-05-30 2020-08-18 深圳市建工集团股份有限公司 Exposed buried type steel bar reservation and chiseling-free construction method for floor slab outside super high-rise core tube

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160127

Termination date: 20210930