CN201747051U - Steel formwork for construction - Google Patents

Steel formwork for construction Download PDF

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Publication number
CN201747051U
CN201747051U CN2010202563060U CN201020256306U CN201747051U CN 201747051 U CN201747051 U CN 201747051U CN 2010202563060 U CN2010202563060 U CN 2010202563060U CN 201020256306 U CN201020256306 U CN 201020256306U CN 201747051 U CN201747051 U CN 201747051U
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CN
China
Prior art keywords
steel
frame
side frame
construction
steel formwork
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 - Lifetime
Application number
CN2010202563060U
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Chinese (zh)
Inventor
许义坤
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.)
WUXI SHENGTAI CONSTRUCTION TEMPLATE CO Ltd
Original Assignee
WUXI SHENGTAI CONSTRUCTION TEMPLATE 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 WUXI SHENGTAI CONSTRUCTION TEMPLATE CO Ltd filed Critical WUXI SHENGTAI CONSTRUCTION TEMPLATE CO Ltd
Priority to CN2010202563060U priority Critical patent/CN201747051U/en
Application granted granted Critical
Publication of CN201747051U publication Critical patent/CN201747051U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a steel formwork for construction, which comprises a face plate, a side frame and reinforcing steel ribs. The size of the face plate is matched with the size of the side frame and is fixed on the side frame. The reinforcing ribs are connected with the two length sides of the side frame. Pin holes are arranged on the side frame. The two length sides of the side frame are respectively in a concave structure and a convex structure. The two width sides of the side frame are in a concave structure. When the steel formwork is used, the concave structure of one length side of the steel formwork is fit with the convex structure of the other length side of the steel formwork, and the concave structure and the convex structure are fixed after pins penetrate through the pin holes. Thereby, by adopting the connecting structure, the utility model has the advantages that the connection stability, the strength and the safety are increased and the disassembling and the assembling are convenient.

Description

The construction steel template
Technical field
The utility model relates to the construction work steel template structure.
Background technology
In building trade, steel form is to be used for the construction formwork of cast-in-place concrete molding structure, for example, and concrete wall, staircase, floor, beam, post etc.In the practice, be assembled into single or multiple die cavitys with some steel forms mostly and pour into a mould, piece and piece are integral with pin is affixed.Patent documentation 1 (98242382.9) and patent documentation 2 (95203492.1) disclose two kinds of steel template structures, and the subject matter of its existence is a plurality of steel forms when linking together, and needs backing material many, poor stability, and dismounting is inconvenient and dangerous.
The utility model content
The technical problems to be solved in the utility model is at the existing in prior technology defective, provides a kind of and is convenient to connect, stability is good, save the novel steel form of backing material.
In order to solve the problems of the technologies described above, the utility model provides following technical scheme:
The construction steel template comprises panel, frame and steel reinforcing segments, and panel and frame size are mated and be fixed on the frame, and steel reinforcing segments connects two long limits of frame; Establish pin-and-hole on the frame; Two long limits of described frame are respectively spill, convex structure, and two broadsides of described frame are concave structure.This steel form adopts the Q235 steel, and frame, steel rib are by punching, cold rolling moulding, and cutting is welded.During use, the convex structure on the concave structure on the long limit of one of them steel form and the long limit of another steel form coincide, and pin is passed pin-and-hole and fixing, and this syndeton has increased connective stability, intensity and safety, easy accessibility.
Further be improved to, steel reinforcing segments distributes and to be C shaped steel rib, the U shaped steel rib shape that is interspersed, and establishes screw through walls on the U shaped steel rib.U shaped steel rib has increased steel rib sectional area, can establish screw through walls easily, thereby in order to fixing steel form and satisfy the architectural construction technology needs.
Steel template structure connective stability of the present utility model is good, easy accessibility, and motionless and satisfy under the situation of concrete strength in upright support, punching block can be dismantled in advance, saves time, the cost-saving accelerating construction progress.
Description of drawings
Accompanying drawing is used to provide further understanding of the present utility model, and constitutes the part of manual, is used from explanation the utility model with embodiment one of the present utility model, does not constitute restriction of the present utility model.In the accompanying drawings:
Fig. 1 is the overall structure schematic diagram of the utility model construction steel template;
Fig. 2 is the vertical view at the steel form back side of Fig. 1;
Fig. 3 is the front view that the frame of the steel form of Fig. 1 is grown the limit;
Fig. 4 is the front view of frame broadside of the steel form of Fig. 1.
The specific embodiment
Below in conjunction with accompanying drawing preferred embodiment of the present utility model is described, should be appreciated that preferred embodiment described herein only is used for description and interpretation the utility model, and be not used in qualification the utility model.
Embodiment 1
Shown in Fig. 1-4, the construction steel template comprises panel 1, frame 2, C shaped steel rib 31 and U shaped steel rib 32, and steel form adopts the Q235 steel, and frame 2, steel rib are by punching, cold rolling moulding, and cutting is welded, and establishes a plurality of fixed pin holes 22 on each bar frame; One of two long limits of frame 2 are spill, and another long limit is the convex structure (being fin 21) that coincide with spill; Two broadsides of frame 2 are concave structure; C shaped steel rib 31 and U shaped steel rib 32 shape that is interspersed is illustrated as 3 U shaped steel ribs 32 and 2 C shaped steel ribs 31 are arranged successively, establishes screw 33 through walls on the U shaped steel rib.
During use, the convex structure on the concave structure on the long limit of one of them steel form and the long limit of another steel form coincide, and broadside aligns with broadside, and pin is passed each pin-and-hole and fixing; Simultaneously, via screw 33 through walls, adopt screw through walls that the steel form of wall both sides is fixed.

Claims (3)

1. the construction steel template comprises panel, frame and steel reinforcing segments, and panel and frame size are mated and be fixed on the frame, and steel reinforcing segments connects two long limits of frame; Establish pin-and-hole on the frame, it is characterized in that: two long limits of described frame are respectively spill, convex structure, and two broadsides of described frame are concave structure.
2. construction steel template according to claim 1 is characterized in that: described steel reinforcing segments distributes and is C shaped steel rib, the U shaped steel rib shape that is interspersed.
3. construction steel template according to claim 2 is characterized in that: establish screw through walls on the described U shaped steel rib.
CN2010202563060U 2010-07-12 2010-07-12 Steel formwork for construction Expired - Lifetime CN201747051U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202563060U CN201747051U (en) 2010-07-12 2010-07-12 Steel formwork for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202563060U CN201747051U (en) 2010-07-12 2010-07-12 Steel formwork for construction

Publications (1)

Publication Number Publication Date
CN201747051U true CN201747051U (en) 2011-02-16

Family

ID=43581732

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010202563060U Expired - Lifetime CN201747051U (en) 2010-07-12 2010-07-12 Steel formwork for construction

Country Status (1)

Country Link
CN (1) CN201747051U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102330494A (en) * 2010-07-12 2012-01-25 无锡圣泰建筑模板有限公司 Steel template for building
CN102644372A (en) * 2012-05-12 2012-08-22 张红亮 Connecting type building template

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102330494A (en) * 2010-07-12 2012-01-25 无锡圣泰建筑模板有限公司 Steel template for building
CN102644372A (en) * 2012-05-12 2012-08-22 张红亮 Connecting type building template
CN102644372B (en) * 2012-05-12 2014-09-10 张红亮 Connecting type building template

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GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20110216