CN108775149A - A kind of adjustable Combined formwork anchor ear - Google Patents
A kind of adjustable Combined formwork anchor ear Download PDFInfo
- Publication number
- CN108775149A CN108775149A CN201810889604.4A CN201810889604A CN108775149A CN 108775149 A CN108775149 A CN 108775149A CN 201810889604 A CN201810889604 A CN 201810889604A CN 108775149 A CN108775149 A CN 108775149A
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- China
- Prior art keywords
- steel plate
- anchor ear
- junction steel
- junction
- steel
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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
- E04G17/001—Corner fastening or connecting means for forming or stiffening 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
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
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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 present invention relates to a kind of template anchor ears for the construction of high upright post basic, disclose a kind of adjustable Combined formwork anchor ear, it includes anchor ear ontology, anchor ear ontology includes at least four pieces of junction steel plates, one end of junction steel plate is bent to form U-shaped card slot towards plate face lower surface, the other end is equipped with multiple limit pin holes along junction steel plate length direction arrangement, four pieces of junction steel plates join end to end in such a way that the plate body of junction steel plate is caught in the U-shaped card slot of adjacent junction steel plate, and limit pin hole interpolation has spacer pin；Further include the reinforcing mechanism being fixed on junction steel plate lateral surface, reinforcing mechanism includes the arc-shaped steel tube that the angle steel on junction steel plate is bolted and is welded on angle steel.One aspect of the present invention solves the problems, such as that the reinforcing mode construction of different cross section upright post basic is difficult, unbalance stress, on the other hand also fundamentally solve big section, high upright post basic is swollen mould common quality defect, provide effective guarantee for construction quality.
Description
Technical field
The present invention relates to a kind of template anchor ears for the construction of high upright post basic, more particularly to a kind of adjustable combination
Formula template anchor ear.
Background technology
In the big section of transmission line of electricity, high upright post basic concreting process, it is easier to occur rising mould phenomenon, belongs to construction
Controlling difficulties.Concrete is fluid during pouring, and has certain liquid property, liquid can be in the object for preventing it from flowing
Pressure is generated on body, therefore the concrete in casting process generates lateral pressure to template.Known by mechanics principle, concrete is to template
Lateral pressure will be with the increase of concrete flowability and constantly increase, at the same also can by the promotion of the height of concreting and
It is continuously increased, at this time if template support is insecure, template deformation may be caused or mobile risen mould so as to cause basis.
For conventional template using steel pipe or the reinforcing mode of channel steel, the structural strength of this kind of reinforcing mode is to be improved, works as chance
It is higher to single base basic stand column, side amount it is larger when, may result in high column local location occur rising mould situations such as.
On the other hand existing reinforcing mode on the market is generally fixed, is difficult to match basic stand column section well
Width, the problems such as it is big to easily lead to difficulty of construction, foundation forms unbalance stress.
Invention content
The present invention in the prior art be directed to high upright post basic construction when strengthening mechanism there are the problem of, provide one kind
Adjustable Combined formwork anchor ear.
In order to solve the above-mentioned technical problem, the present invention is addressed by following technical proposals：
A kind of adjustable Combined formwork anchor ear, including anchor ear ontology, anchor ear ontology include at least four pieces of junction steel plates,
One end of junction steel plate is bent to form U-shaped card slot towards plate face lower surface, and the other end is equipped with multiple along junction steel plate length direction
The limit pin hole of arrangement, four pieces of junction steel plates are caught in the side in the U-shaped card slot of adjacent junction steel plate by the plate body of junction steel plate
Formula joins end to end, limit pin hole interpolation be useful for limitation junction steel plate plate body be detached from adjacent junction steel plate U-shaped card slot limit
Position pin；Further include the reinforcing mechanism being fixed on junction steel plate lateral surface, reinforcing mechanism includes being bolted in connection steel
Angle steel on plate and the arc-shaped steel tube being welded on angle steel.Connection type between junction steel plate can be according to high column base
The developed width of plinth carrys out the appropriate holding degree for adjusting anchor ear so that upright post basic uniform force is suitable for the vertical of different size
Column foundation.Reinforcing mechanism can fully ensure that the structural strength of anchor ear by detachable connection, while can greatly save
Construction, shipment and delivery cost so that construction is more convenient.
Preferably, the length direction of angle steel is consistent with the length direction of junction steel plate and the both ends of angle steel are separately connected
On the both ends of junction steel plate, arc-shaped steel tube is directed away from anchor ear body central recess and the both ends difference of arc-shaped steel tube
It is fixed on the both ends of angle steel.Ensure that reinforcing mechanism has enough length, can then bring enough structural strengths, make it
There is enough structural stabilities for the reinforcing of high upright post basic.
Preferably, being connected with the reinforcement connecting rod of more arrangements in different angles between angle steel and arc-shaped steel tube.Add
Strong ties bar can further increase the structural strength of reinforcing mechanism.
Preferably, reinforce connecting rod include perpendicular to junction steel plate intermediate bar, be distributed in intermediate bar both sides and opposite
Two first tilting bars that intermediate bar is arranged symmetrically, first tilting bar one end are connected between the connection of bar and arc-shaped steel tube
Place, the other end are connected on angle steel, and the junction of the first tilting bar and angle steel is connected with the second tilting bar, and the second tilting bar is vertical
In the first tilting bar and the first tilting bar and angle steel are in 45 ° of angles.The arrangement for reinforcing connection makes angle steel and arc-shaped steel
Multiple right angled triangles are formed between pipe, and the structural strength of reinforcing mechanism and structural stability is enabled to be maximized.
Preferably, limit pin hole is square hole, spacer pin is the wedge pin of rectangular triangle.Wedge pin and square hole
Cooperation enable to the limit to junction steel plate more secured, fully ensure that the reinforcement degree of anchor ear.
Preferably, the limit pin hole in every piece of junction steel plate plate face is two rows, it is 2-6 often to arrange limit pin hole.It is more
The setting of a limit pin hole enables to the tightening of anchor ear or stretchs out degree bigger, and two rows of limit pin hole be then can be according to reality
Border needs to adjust the position of spacer pin or adds spacer pin, to realize the abundant limit to junction steel plate, then fully ensures that and embraces
The fastening strength of hoop and reinforcing stability.
Preferably, junction steel plate is I-steel, I-steel itself has enough structural strengths, can ensure centainly to tie
The stability of structure.
The present invention has significant technique effect as a result of above technical scheme：
One aspect of the present invention solves the problems, such as the reinforcing mode construction hardly possible of different in width upright post basic, unbalance stress, separately
On the one hand also fundamentally solve big section, high upright post basic common quality defect, provide effective guarantee for construction quality.
Description of the drawings
Fig. 1 is the structural schematic diagram of the embodiment of the present invention 1.
Fig. 2 is the structural schematic diagram of anchor ear ontology in Fig. 1.
Fig. 3 is the installation diagram of junction steel plate and reinforcing mechanism in Fig. 1.
Fig. 4 is the front view of Fig. 3.
Fig. 5 is structural schematic diagrams of the Fig. 3 in reinforcing mechanism.
The toponym that each number designation is referred in attached drawing is as follows：1-anchor ear ontology, 2-junction steel plates, 3-U-shaped cards
Connecting rod, 10-are reinforced in slot, 4-limit pin holes, 5-spacer pins, 6-reinforcing mechanisms, 7-angle steel, 8-arc-shaped steel tubes, 9-
Intermediate bar, the 11-the first tilting bar, the 12-the second tilting bar.
Specific implementation mode
Present invention is further described in detail with embodiment below in conjunction with the accompanying drawings.
Embodiment 1
A kind of adjustable Combined formwork anchor ear, as shown in Figure 1 and Figure 2, including anchor ear ontology 1, anchor ear ontology 1 include
At least four pieces of junction steel plates 2, the junction steel plate 2 in the present embodiment is using I-steel, the I-steel for small-sized basis
It can ensure the stability of its structure with enough structural strengths.
As shown in Figure 2, Figure 4 shows, one end of junction steel plate 2 is bent to form U-shaped card slot towards plate face lower surface in the present embodiment
3, the other end is equipped with multiple limit pin holes 4 along 2 length direction of junction steel plate arrangement, every block of 2 plate of junction steel plate in the present embodiment
Limit pin hole 4 on face is two rows, and it is 4 often to arrange limit pin hole 4, and limit pin hole 4 is square hole, and spacer pin 5 is rectangular
The cooperation of the wedge pin of triangle, wedge pin and square hole enables to the limit to junction steel plate 2 more secured, fully ensures that
The reinforcement degree of anchor ear.Four pieces of junction steel plates 2 are caught in by the plate body of junction steel plate 2 in the U-shaped card slot 3 of adjacent junction steel plate 2
Mode join end to end, the plate body that 4 interpolation of limit pin hole is useful for limitation junction steel plate 2 is detached from the U-shaped card of adjacent junction steel plate 2
The spacer pin 5 of slot 3；The assembling of anchor ear, this kind of assembling mode letter are realized by U-shaped card slot 3 and the connection type of spacer pin 5
Singly, conveniently, difficulty of construction is reduced, while can also be according to the developed width of high upright post basic come the appropriate holding journey that adjust anchor ear
Degree so that upright post basic uniform force, and make the upright post basic it is suitable for different size.
Further include the reinforcement machine being fixed on 2 lateral surface of junction steel plate as shown in Fig. 1, Fig. 3 and Fig. 5, in the present embodiment
Structure 6, reinforcing mechanism 6 include the arc-shaped steel that the angle steel 7 on junction steel plate 2 is bolted and is welded on angle steel 7
Pipe 8.Reinforcing mechanism 6 is bolted on junction steel plate 2, makes the anchor ear in needle by this kind of detachable connection
Reinforcing mechanism 6 is installed by bolt when to large foundation, structural strength that is very convenient and can fully ensuring that anchor ear is installed,
And reinforcing mechanism 6 is then dismantled when for small-sized basis, so that anchor ear is suitable for different upright post basics, it can greatly save and apply
Work, shipment and delivery cost so that construction is more convenient.
Wherein, the length direction of angle steel 7 is consistent with the length direction of junction steel plate 2 and the both ends of angle steel 7 are separately connected
On the both ends of junction steel plate 2, arc-shaped steel tube 8 is directed away from the both ends of 1 central concave of anchor ear ontology and arc-shaped steel tube 8
It is separately fixed on the both ends of angle steel 7, ensure to be arranged has enough length in the reinforcing mechanism 6 in 2 outside of junction steel plate, then
Enough structural strengths can be brought, make it that there is enough structural stabilities for the reinforcing of high upright post basic.
The reinforcement connecting rod of more arrangements in different angles is connected in the present embodiment between angle steel 7 and arc-shaped steel tube 8
9.Reinforce connecting rod 9 include perpendicular to junction steel plate 2 intermediate bar 10, be distributed in 10 both sides of intermediate bar and opposite intermediate bar 10 is right
Two first tilting bars 11 of arrangement, 11 one end of the first tilting bar are claimed to be connected between the junction of bar 10 and arc-shaped steel tube 8,
The other end is connected on angle steel 7, and the junction of the first tilting bar 11 and angle steel 7 is connected with the second tilting bar 12, the second tilting bar
12 perpendicular to the first tilting bar 11 and the first tilting bar 11 and angle steel 7 are in 45 ° of angles.Reinforcing connecting rod 9 can further increase
The structural strength of reinforcing mechanism 6, and the arrangement for reinforcing connection to be formed between angle steel 7 and arc-shaped steel tube 8 it is multiple straight
Angle triangle enables to the structural strength of reinforcing mechanism 6 and structural stability to be maximized.
In short, the foregoing is merely presently preferred embodiments of the present invention, it is all according to impartial made by scope of the present invention patent
Variation and modification, should all belong to the covering scope of patent of the present invention.
Claims (7)
1. a kind of adjustable Combined formwork anchor ear, including anchor ear ontology (1), anchor ear ontology (1) is connected including at least four pieces
Steel plate (2), it is characterised in that：One end of junction steel plate (2) is bent to form U-shaped card slot (3) towards plate face lower surface, and the other end is set
There are multiple limit pin holes (4) arranged along junction steel plate (2) length direction, four pieces of junction steel plates (2) to pass through junction steel plate (2)
The mode that plate body is caught in the U-shaped card slot (3) of adjacent junction steel plate (2) joins end to end, and limit pin hole (4) interpolation is useful for limiting
The plate body of junction steel plate (2) is detached from the spacer pin (5) of the U-shaped card slot (3) of adjacent junction steel plate (2)；Further include being fixed on connection
Reinforcing mechanism (6) on steel plate (2) lateral surface, reinforcing mechanism (6) include that the angle steel on junction steel plate (2) is bolted
(7) and the arc-shaped steel tube (8) that is welded on angle steel (7).
2. a kind of adjustable Combined formwork anchor ear according to claim 1, it is characterised in that：The length of angle steel (7)
Direction is consistent with the length direction of junction steel plate (2) and the both ends of angle steel (7) are connected to the both ends of junction steel plate (2)
On, arc-shaped steel tube (8) is directed away from anchor ear ontology (1) central concave and the both ends of arc-shaped steel tube (8) are separately fixed at angle
On the both ends of steel (7).
3. a kind of adjustable Combined formwork anchor ear according to claim 1 or 2, it is characterised in that：Angle steel (7) and circle
The reinforcement connecting rod (9) of more arrangements in different angles is connected between curved steel tube (8).
4. a kind of adjustable Combined formwork anchor ear according to claim 3, it is characterised in that：Reinforce connecting rod (9)
Include perpendicular to junction steel plate (2) intermediate bar (10), be distributed in intermediate bar (10) both sides and opposite intermediate bar (10) symmetrical cloth
Two first tilting bars (11) set, the first tilting bar (11) one end are connected between the company of bar (10) and arc-shaped steel tube (8)
Place is met, the other end is connected on angle steel (7), and the first tilting bar (11) and the junction of angle steel (7) are connected with the second tilting bar
(12), the second tilting bar (12) is perpendicular to the first tilting bar (11) and the first tilting bar (11) and angle steel (7) are in 45 ° of angles.
5. a kind of adjustable Combined formwork anchor ear according to claim 1, it is characterised in that：Limit pin hole (4) is
Square hole, spacer pin (5) are the wedge pin of rectangular triangle.
6. a kind of adjustable Combined formwork anchor ear according to claim 1 or 5, it is characterised in that：Every block of connection steel
Limit pin hole (4) in plate (2) plate face is two rows, and it is 2-6 often to arrange limit pin hole (4).
7. a kind of adjustable Combined formwork anchor ear according to claim 1, it is characterised in that：Junction steel plate (2) is
I-steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810889604.4A CN108775149A (en) | 2018-08-07 | 2018-08-07 | A kind of adjustable Combined formwork anchor ear |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810889604.4A CN108775149A (en) | 2018-08-07 | 2018-08-07 | A kind of adjustable Combined formwork anchor ear |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108775149A true CN108775149A (en) | 2018-11-09 |
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ID=64028438
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810889604.4A Pending CN108775149A (en) | 2018-08-07 | 2018-08-07 | A kind of adjustable Combined formwork anchor ear |
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| Country | Link |
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| CN (1) | CN108775149A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112610018A (en) * | 2020-12-22 | 2021-04-06 | 魏如雪 | A reinforcement assembly for square steel column that building engineering used |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016188487A (en) * | 2015-03-30 | 2016-11-04 | 新日鉄住金エンジニアリング株式会社 | Foundation structure and construction method for foundation structure |
| CN205918110U (en) * | 2016-06-08 | 2017-02-01 | 中国建筑第八工程局有限公司 | Design cylinder template reinforced structure |
| CN206000171U (en) * | 2016-07-26 | 2017-03-08 | 云南建投第十建设有限公司 | A kind of adjustable setting steel pipe column mould anchor ear |
| CN206736950U (en) * | 2017-04-18 | 2017-12-12 | 安徽送变电工程公司 | A kind of special-shaped anchor ear applied to glass steel formwork |
| CN208858154U (en) * | 2018-08-07 | 2019-05-14 | 安徽送变电工程有限公司 | A kind of adjustable Combined formwork anchor ear |
-
2018
- 2018-08-07 CN CN201810889604.4A patent/CN108775149A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016188487A (en) * | 2015-03-30 | 2016-11-04 | 新日鉄住金エンジニアリング株式会社 | Foundation structure and construction method for foundation structure |
| CN205918110U (en) * | 2016-06-08 | 2017-02-01 | 中国建筑第八工程局有限公司 | Design cylinder template reinforced structure |
| CN206000171U (en) * | 2016-07-26 | 2017-03-08 | 云南建投第十建设有限公司 | A kind of adjustable setting steel pipe column mould anchor ear |
| CN206736950U (en) * | 2017-04-18 | 2017-12-12 | 安徽送变电工程公司 | A kind of special-shaped anchor ear applied to glass steel formwork |
| CN208858154U (en) * | 2018-08-07 | 2019-05-14 | 安徽送变电工程有限公司 | A kind of adjustable Combined formwork anchor ear |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112610018A (en) * | 2020-12-22 | 2021-04-06 | 魏如雪 | A reinforcement assembly for square steel column that building engineering used |
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