CN2841838Y - Construction formwork - Google Patents

Construction formwork Download PDF

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Publication number
CN2841838Y
CN2841838Y CN 200520127639 CN200520127639U CN2841838Y CN 2841838 Y CN2841838 Y CN 2841838Y CN 200520127639 CN200520127639 CN 200520127639 CN 200520127639 U CN200520127639 U CN 200520127639U CN 2841838 Y CN2841838 Y CN 2841838Y
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CN
China
Prior art keywords
pin hole
construction formwork
hook
rectangle pin
template frame
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
CN 200520127639
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Chinese (zh)
Inventor
洪钟吉
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 200520127639 priority Critical patent/CN2841838Y/en
Application granted granted Critical
Publication of CN2841838Y publication Critical patent/CN2841838Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a kind of construction formwork that casting reinforced concrete is used that relates to that belongs to building recruitment, mould scope.Fixing multi-layer fiber plate on the underframe of template frame has opening square groove, rectangle pin hole and is connected circular hole at interval on the gusset of template frame; Splicing bar, hook, little hook, external corner and inner corner trim are by being connected on the corresponding site that latch is fixed on the template frame.Thicker, indeformable, the non-corrosive of multi-layer fiber plate of the present utility model can repeatedly use and change, and saves steel, and cost is low.The template shelf structure is reasonable in design, combination complete in specifications, convenient; Dismounting is simple, easily, body of wall and floor can be poured into a mould simultaneously, can shorten dismounting man-hour greatly, speed up the work, and raise the efficiency long service life.

Description

Construction formwork
Technical field
The utility model belongs to building recruitment, mould scope, particularly a kind of construction formwork of using of casting reinforced concrete.
Background technology
The template that existing casting reinforced concrete is used all is welded with iron plate, and is very heavy, is subjected to size or specification limits, can only once use, and the disassemble and assemble work amount is big; Template is short application life simultaneously, cost height, waste steel.
Summary of the invention
The purpose of this utility model provides a kind of construction formwork, it is characterized in that: described construction formwork is a fixing multi-layer fiber plate 1 on the underframe of template frame 3, has opening square groove 11, rectangle pin hole 7 and is connected circular hole 8 at interval on the gusset of template frame 3; Splicing bar 2, hook 5, little hook 9, external corner 10 and inner corner trim 6 respectively or collocation together the back by being connected on the corresponding site that latch 4 is fixed on template frame 3.
The plat part of described hook 5 has rectangle pin hole 7, and the perforation direction is consistent with the crotch direction.
Have rectangle pin hole 7 on the plat part of described little hook 9, the perforation direction is vertical with the crotch direction.
The two ends of described splicing bar 2 have rectangle pin hole 7, and on the two narrow limits little estuary are being set near the rectangle pin hole 7.
Described external corner 10 is an angle bar, the equidistant rectangle pin hole 7 that has on both sides.
The beneficial effects of the utility model are thicker, indeformable, the non-corrosives of the multi-layer fiber plate of template, can repeatedly use and change, and save steel, and cost is low.The template shelf structure is reasonable in design, combination complete in specifications, convenient; Dismounting is simple, easily, body of wall and floor can be poured into a mould simultaneously, can shorten dismounting man-hour greatly, speed up the work, and raise the efficiency long service life.
Description of drawings
Fig. 1 is a construction formwork overall structure schematic diagram.
Fig. 2 is the hook structural representation.
Fig. 3 is little hook structure schematic diagram.
Fig. 4 is for connecting the latch structure schematic diagram.
Fig. 5 is splicing bar structural representation.
Fig. 6 is spliced into the wall form schematic diagram for single template.
The specific embodiment
The utility model provides a kind of construction formwork.In construction formwork overall structure schematic diagram shown in Figure 1, fixing multi-layer fiber plate 1 on the underframe of template frame 3 has opening square groove 11, rectangle pin hole 7 and is connected circular hole 8 at interval on the gusset of template frame 3; Splicing bar 2, hook 5, little hook 9, external corner 10 and inner corner trim 6 respectively or collocation together the back by being connected on the corresponding site that latch 4 is fixed on template frame 3.Described external corner 10 is an angle bar, the equidistant rectangle pin hole 7 that has on both sides.
Figure 2 shows that the hook structural representation.Plat part at hook 5 has rectangle pin hole 7, and the perforation direction is consistent with the crotch direction.
Figure 3 shows that little hook structure schematic diagram.Have rectangle pin hole 7 on the plat part of little hook 9, the perforation direction is vertical with the crotch direction.
Figure 4 shows that and connect the latch structure schematic diagram.These connection latch 4 shapes become the T font, have rectangle pin hole 7 on perpendicular road, and the bottom is a vertebra shape.
Figure 5 shows that splicing bar structural representation.Two ends at splicing bar 2 have rectangle pin hole 7, and on the two narrow limits little estuary are being set near the rectangle pin hole 7.
Figure 6 shows that single template is spliced into the wall form schematic diagram.In the drawings, single template frame 3 usefulness external corners 10 are spliced.

Claims (5)

1. construction formwork is characterized in that: described construction formwork is a fixing multi-layer fiber plate (1) on the underframe of template frame (3), has opening square groove (11), rectangle pin hole (7) and is connected circular hole (8) at interval on the gusset of template frame (3); Splicing bar (2), hook (5), little hook (9), external corner (10) and inner corner trim (6) are fixed on the corresponding site of template frame (3) by being connected latch (4) respectively or after the collocation together.
2. according to the described construction formwork of claim 1, it is characterized in that: the plat part of described hook (5) has rectangle pin hole (7), and the perforation direction is consistent with the crotch direction.
3. according to the described construction formwork of claim 1, it is characterized in that: have rectangle pin hole (7) on the plat part of described little hook (9), the perforation direction is vertical with the crotch direction.
4. according to the described construction formwork of claim 1, it is characterized in that: the two ends of described splicing bar (2) have rectangle pin hole (7), and on the two narrow limits little estuary are being set near the rectangle pin hole (7).
5. according to the described construction formwork of claim 1, it is characterized in that: described external corner (10) is an angle bar, the equidistant rectangle pin hole (7) that has on both sides.
CN 200520127639 2005-09-30 2005-09-30 Construction formwork Expired - Fee Related CN2841838Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200520127639 CN2841838Y (en) 2005-09-30 2005-09-30 Construction formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200520127639 CN2841838Y (en) 2005-09-30 2005-09-30 Construction formwork

Publications (1)

Publication Number Publication Date
CN2841838Y true CN2841838Y (en) 2006-11-29

Family

ID=37445725

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200520127639 Expired - Fee Related CN2841838Y (en) 2005-09-30 2005-09-30 Construction formwork

Country Status (1)

Country Link
CN (1) CN2841838Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102182302A (en) * 2011-04-13 2011-09-14 中化二建集团有限公司 Building construction all-steel mold plate and manufacturing and assembling method thereof
CN102926530A (en) * 2012-11-15 2013-02-13 福建安厦新型建筑模板制造有限公司 Steel frame formwork assembly

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102182302A (en) * 2011-04-13 2011-09-14 中化二建集团有限公司 Building construction all-steel mold plate and manufacturing and assembling method thereof
CN102182302B (en) * 2011-04-13 2013-01-30 中化二建集团有限公司 Building construction all-steel mold plate and manufacturing and assembling method thereof
CN102926530A (en) * 2012-11-15 2013-02-13 福建安厦新型建筑模板制造有限公司 Steel frame formwork assembly
CN102926530B (en) * 2012-11-15 2015-05-20 福建安厦新型建筑模板制造有限公司 Steel frame formwork assembly

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20061129

Termination date: 20100930