CN109963993A - Rigging for building - Google Patents
Rigging for building Download PDFInfo
- Publication number
- CN109963993A CN109963993A CN201780068293.9A CN201780068293A CN109963993A CN 109963993 A CN109963993 A CN 109963993A CN 201780068293 A CN201780068293 A CN 201780068293A CN 109963993 A CN109963993 A CN 109963993A
- Authority
- CN
- China
- Prior art keywords
- engaging portion
- flange part
- rigging
- reinforcing rib
- stirrup
- 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.)
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Classifications
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
-
- 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)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The present invention relates to a kind of riggings for building, rigging for building of the invention is characterized in that, it include: main frame, the closure panel of the sealing surface comprising forming concrete curing space vertically protrudes from the rear surface two sides of the closure panel respectively and forms the first flange part of side, the rear surface center for vertically protruding from the closure panel and the reinforcing rib with the first flange part configured in parallel；It is fixed on the upper end of the main frame and the second flange part of lower end；And multiple stirrups, it combines along the direction configuration intersected with first flange part and through first flange part and the reinforcing rib, the reinforcing rib is detachably assembled in the rear surface of the main frame.
Description
Technical field
The present invention relates to a kind of rigging for building, be related in more detail it is a kind of can easily assemble it is for building
Rigging.
Background technique
The wall of the buildings such as apartment, mansion and general house forms basic configuration after-pouring concrete simultaneously by using template
It is formed through maintenance.In general, template is that one kind temporarily builds material, for making concrete keep regulation shape and size, and
Moisture leakage needed for preventing it from solidifying, and prevent concrete by external impact, be used to concrete curing terminate for
Only.Influence of this template construction to concrete construction and result is very big, and the influence to recondition is very big, because
This puts into a large amount of energy on template construction.
The monolith template that this template is formed and being generally divided into the front surface by the way that glued board to be integrated to steel frame
(Euroform) and by aluminium material the advanced aluminum alloy pattern plate formed.
Previous monolith template can be removed and be recycled after pouring construction and reuse, but due to by thicker glued board and
The weight weight for the frame that steel are constituted, operating personnel are difficult to Self-operating, therefore monolith template can only be made small size, when construction
It is difficult to connect.
On the other hand, No. 10-1998-0009704 " aluminium monolith template (concrete blinding) of Korean Patent Laid
And its manufacturing method " aluminum alloy pattern plate formed by the following method is disclosed, this method comprises: first as extrusion forming process
Process is formed with periphery in the left and right sides of the mainboard using conventional extruder by aluminium (Al) material extrusion forming mainboard
Frame is formed with multiple reinforcement protrusions in the inside of the mainboard respectively along its length；As the second step of manufacturing procedure,
The side of the mainboard of extrusion forming from the first step as extrusion forming process is processed and forms connecting hole, and
To process the mainboard in such a way that reinforcing frame can be arranged in both ends；As the third step of reinforcing frame bonding process, in conduct
The reinforcing frame setting position that the both ends of mainboard are processed in the second step of manufacturing procedure and are formed, by welding come one
The additional reinforcing frame being made of aluminium (Al) material is set.
However, previous aluminum alloy pattern plate is provided with side and reinforces welding reinforcing frame on the both ends of the mainboard of protrusion together
During, due to mainboard and reinforcing frame junction it is complex-shaped, therefore, it is difficult to along the mainboard to connect with reinforcing frame
Object-line weld, in the welding process generate that bad rate is higher.
In addition, being easy to produce hole on plate in the welding process in the case where aluminium material, it is therefore desirable to blocked up thickness
Degree, this will lead to the increase of the load of template and production unit price, therefore preferably minimize welding position.
Summary of the invention
The present invention is proposed to solve the problems, such as this previous, die-filling its purpose is to provide a kind of for building group
Plate, the rigging for building reduces welding position to the maximum extent, so as to easily assemble.
Moreover, it is an object that a kind of rigging for building, the rigging for building can be made
The template of the above width of extrusion forming Max. Clearance _M. with extruder.
Moreover, it is an object that a kind of rigging for building, the rigging for building passes through along crowded
Direction configuration flange part and reinforcing rib are pressed, and assembles stirrup along the direction intersected with the direction of extrusion, so as to increase water
Square to and vertical direction rigidity.
Moreover, it is an object that a kind of rigging for building, the rigging for building can not only
The hold-down bars to be assembled in main frame is firmly fixed in the state of without additional fixation device, moreover it is possible to prevent hold-down bars from arbitrarily dividing
From.
The following technical solution of above-mentioned purpose through the invention is realized.A kind of rigging for building, which is characterized in that
It include: main frame, the closure panel of the sealing surface comprising forming concrete curing space vertically protrudes from the envelope respectively
It closes the rear surface two sides of panel and forms the first flange part of side, vertically protrudes from the rear surface of the closure panel
Center and the reinforcing rib with the first flange part configured in parallel；It is fixed on the upper end of the main frame and the second flange of lower end
Portion；And multiple stirrups, and along the direction configuration intersected with first flange part and through first flange part described add
Strengthening tendons and combine, the reinforcing rib is detachably assembled in the rear surface of the main frame.
Wherein, preferably first detachably assembled for reinforcing rib is formed in the rear surface of the closure panel to combine
Portion is formed with the second engaging portion being engaged with first engaging portion on the reinforcing rib.
Furthermore it is preferred that first engaging portion and second engaging portion be formed as being engaged each other it is hook-shaped.
Furthermore it is preferred that first main body and second main body of the main frame by the guide center separation with the closure panel
Segmentation construction, first main body and second main body are formed with the first flange part in side respectively and are formed on another side
There is reinforcing rib.
Furthermore it is preferred that the second engaging portion of the reinforcing rib is set as multiple, respectively with the first knot of first main body
Conjunction portion and the occlusion of the first engaging portion of second main body.
Furthermore it is preferred that first engaging portion and second engaging portion are respectively by the arc-shaped hook that is engaged each other come structure
It makes.
Furthermore it is preferred that stop part is respectively formed in first main body and second main body, in first knot
The stop part is snugly into each other in the state of conjunction portion and second engaging portion occlusion and limitation further rotates.
Furthermore it is preferred that being respectively formed with jack on first flange part and the reinforcing rib, the stirrup is being passed through
It can be rotationally derived support in the state of the logical insertion jack, and be formed with slot on the side of the jack,
Insertion protrusion is formed on the side of the stirrup, it is described to insert in the state that the stirrup is inserted by the slot
Enter the space that protrusion is fixed between first flange part and the reinforcing rib by the rotation of the stirrup.
Furthermore it is preferred that the axial length of the insertion protrusion is set to, the first flange part is inserted into the insertion protrusion
The both ends that protrusion is inserted into the state of space between reinforcing rib can be tightly attached to the side of the first flange part and reinforcing rib
Length.
Furthermore it is preferred that first engaging portion and second engaging portion are inserted into described add in the state of being engaged each other
In space between the insertion protrusion of strong stick.
Furthermore it is preferred that the projected direction length of the insertion protrusion is set to, in the insertion protrusion to closure panel
The length that the terminal part of protrusion can be close to the rear face portion of closure panel is inserted into the state of rotation.
According to the present invention, it provides and a kind of reduces welding position to the maximum extent so as to easily assemble for building group
Decking.
Further it is provided that a kind of building for the template that can make the above width of extrusion forming Max. Clearance _M. with extruder
Use rigging.
Further it is provided that a kind of by configuring flange part and reinforcing rib along the direction of extrusion, and along intersecting with the direction of extrusion
Direction assembles stirrup, so as to increase the rigging for building of horizontal direction and vertical direction rigidity.
Further it is provided that it is a kind of can not only be firmly fixed in the state of without additional fixation device it is to be assembled in main frame
Hold-down bars, moreover it is possible to the rigging for building for preventing hold-down bars from arbitrarily separating.
Detailed description of the invention
Fig. 1 is the perspective view of the rigging for building of the first embodiment of the present invention.
Fig. 2 is the exploded perspective view of Fig. 1.
Fig. 3 is the A-A' of Fig. 1 to cross-sectional view.
Fig. 4 is the B-B' of Fig. 3 to cross-sectional view.
Fig. 5 is the C-C' of Fig. 3 to cross-sectional view.
Fig. 6 is the effect of the stirrup assembling process in the rigging for building for indicate the first embodiment of the present invention
Figure.
Fig. 7 is the perspective view of the rigging for building of the second embodiment of the present invention.
Fig. 8 is the exploded perspective view of Fig. 7.
Fig. 9 is the enlarged cross-sectional view of part " A " in Fig. 7.
Figure 10 is the effect for indicating the assembling process of the first engaging portion and the second engaging portion of the second embodiment of the present invention
Figure.
Specific embodiment
Before the present invention will be described it should be noted that in following embodiment, to identical structure
Structural element use identical appended drawing reference, and carry out representative explanation in the first embodiment, in other embodiments,
The structure being different from the first embodiment is illustrated.
In the following, being described in detail referring to for building rigging of the attached drawing to the first embodiment of the present invention.
Fig. 1 is the perspective view of the rigging for building of the first embodiment of the present invention, and Fig. 2 is the exploded perspective view of Fig. 1.
The structure of rigging for building of the invention includes main frame 110, the second flange part shown in the above-mentioned figure
120, reinforcing rib 130 and stirrup 140 this several major.
In the present embodiment, for ease of description, second axis Y parallel with the short side of main frame 110 is set as with first axle X
, third axis Z parallel with the long side of main frame 110 is set as to be set as being illustrated for the direction of the plate face of main frame 110.
The main frame 110 includes: the closure panel 111 that front face forms concrete curing space-closed face；From the envelope
The rear surface two sides for closing panel 111 vertically protrude respectively and are formed the first flange part 112 of two sides of template；With
And the first engaging portion formed in the rear surface center of the closure panel 111 along the direction parallel with the first flange part 112
115.On the other hand, first engaging portion 115 can be extended by the plate face from closure panel 111 along third axis direction neck and
It is constructed from the terminal part of the neck along the card division that the first axis direction extends.That is, the card division is in and sealing surface due to neck
Plate 111 separates the state of specified interval, and thickness of this interval preferably than aftermentioned second engaging portion 131 is slightly larger, so as to
Second engaging portion 131 can be easy to be inserted into.
Second flange part 120 is fixed on the short side of the main frame 110 to form the upper and lower surfaces of template.Separately
On the one hand, it can be fixed by welding in the state of the upper end and lower end of main frame 110 in second flange part 120 configuration
Contact site between second flange part 120 and first flange part 112 and closure panel 111.In particular, with described
The contact site of the first flange part 112 and closure panel 111 that two flanges portion 120 contacts can be linear, unlike the past
The sealing wire of complicated shape is formed, therefore welding sequence can be reduced to the maximum extent.
The configuration of reinforcing rib 130 is central in the rear surface of the closure panel 111, flat with first flange part 112
It is separated by capablely configured with multiple reinforcing ribs 130, side of the reinforcing rib 130 in the end opposite with closure panel 111
Prominent to be formed with the second engaging portion 131, second engaging portion 131 is inserted into first engaging portion 115 along the first axis direction
And it is engaged along third axis direction with the card division of the first engaging portion 115.
Jack 113,132 is respectively formed on first flange part 112 and reinforcing rib 130, the stirrup 140 exists
It can be rotationally derived support in the state of the jack 113,132, be formed in the side of the jack 113,132 slotting
Slot 114,133.
On the other hand, the main frame 110, reinforcing rib 130 and the second flange part 120 can be formed by aluminium material, and can be led to
After crossing conventional extruder extrusion molding, the punching formation jack 113,132 on the first flange part 112 and reinforcing rib 130, and
Punching forms (not shown) next for connecting multiple connecting holes between template on first flange part 112 and the second flange part 120
Manufacture.
The stirrup 140 passes through described the along the second axis direction configuration intersected with first flange part 112
One flange part 112 and reinforcing rib 130 and combine, the length of the stirrup 140 is set to long with the short side of the main frame 110
Spend it is equal, be formed on the side of the stirrup 140 can by the slot 114,133 be inserted into insertion protrusion 141.
In addition, the insertion protrusion 141 is configured to the stirrup 140 in the state for being fully inserted into jack 113,132
Under can rotate.Specifically, the insertion protrusion 141 is multiple and is arranged respectively at the two sides sky defined by reinforcing rib 130
Between, the insertion protrusion 141 of side is configured to the sky between its shape and side the first flange part 112 and the first engaging portion 115
Between it is corresponding, the insertion protrusion 141 of the other side is configured to its shape and the other side the first flange part 112 and the second engaging portion 131
Between space it is corresponding.
Specifically, the second axis direction length for being inserted into protrusion 141 is set to and the first flange part of side 112 and first
The corresponding length of length between length and the other side the first flange part 112 and the second engaging portion 131 between engaging portion 115,
The projected direction length of insertion protrusion 141 is set to be inserted into protrusion 141 in the state that stirrup 140 rotates to fixed position
The length that can be close to the rear surface of closure panel 111 of terminal part.
In addition, angular through hole 142 can be formed with along the second axis direction in the center of the section of the stirrup 140,
And multiple grooves 143 are formed with along the second axis direction on the outer peripheral surface of the stirrup 140.This stirrup 140 can pass through
It is right with first flange part 112 and reinforcing rib 130 in the insertion protrusion 141 after conventional extruder extrusion forming
Notch is formed on the position answered to manufacture.
The operation of the first embodiment of above-mentioned rigging for building is illustrated below.
In attached drawing, Fig. 3 is the A-A' of Fig. 1 to cross-sectional view, the B-B' that Fig. 4 is Fig. 3 to cross-sectional view, C-C' that Fig. 5 is Fig. 3 to
Cross-sectional view, Fig. 6 are the action diagram for indicating the assembling process of the stirrup of rigging for building of the first embodiment of the present invention.
The front surface of the closure panel 111 of main frame 110 forms the sealing surface in concrete curing space, is configured at closure panel
First flange part 112 of 111 rear surface two sides forms the left side and right side of template.
Second flange part 120 is in the state of being arranged respectively at the upper end and lower end of the main frame 110, with the first flange
Contact site between portion 112 and the contact site between closure panel 111 be fixed on the main frame 110 by welding and
Construct the upper surface and the lower surface of template.
Being configured in the rear surface center of the closure panel 111 of the main frame 110 can be fixed by the center of closure panel 111
In the reinforcing rib 130 of stirrup 140.The side to plate face of reinforcing rib 130 second engaging portion 131 outstanding is along the first axis direction
It is inserted into the first engaging portion 115 of the rear surface for being formed in the closure panel 111, so that the setting of the second engaging portion 131 is being sealed
It closes between panel 111 and card division, therefore the third axis direction position of reinforcing rib 130 is fixed.The perforation of stirrup 140 insertion
In the jack 113,132 on the first flange part 112 and reinforcing rib 130 for being respectively formed at the main frame 110, so as to increase
By force to the rigidity of the bending of template or distortion.
This reinforcing rib 130 is configured to multiple, and is separately positioned on the position that stirrup 140 is configured, so as to
The weight for enough preventing from being redundantly formed in template caused by the position that stirrup 140 is not configured because of reinforcing rib 130 increases.
(referring to figure in the state of the alignment of the slot 114,133 of the insertion protrusion 141 of stirrup 140 and jack 113,132
6 (a)), the stirrup 140 is inserted by the jack 113 of the first flange part of side 112, and by being formed in reinforcement
It is inserted into after jack 132 on muscle 130 in the jack 113 of the first flange part of the other side 112.
At this point, since insertion protrusion 141 configuration is in the space between the first flange part 112 and reinforcing rib 130, because
This is fully inserted into and the space of the insertion protrusion 141 between the first flange part 112 and reinforcing rib 130 in stirrup 140
In the state of, stirrup 140 becomes the state for capableing of axis rotation.Next, when rotating stirrup 140 with predetermined angular axis,
The insertion protrusion 141 of the stirrup 140 is staggered with slot 114,133, and the insertion protrusion 141 for becoming stirrup 140 is pressed from both sides
The state in space between the first flange part 112 and reinforcing rib 130.
That is, as Fig. 6 (b) shown in, when make stirrup 140 rotate so that insertion protrusion 141 front end and closure panel
When 111 rear surface is close to, the second engaging portion 131 along the third axis direction being close to the card division 115b of the first engaging portion 115 by
Pressure, therefore not only increase the binding force between main frame 110 and reinforcing rib 130, also increase the main frame 110 and along the first axis direction
Binding force between the stirrup 140 of reinforcing rib 130.
Moreover, since the insertion protrusion 141 for being located at the two sides space of reinforcing rib 130 is tightly attached to the first knot respectively
The side in conjunction portion 115 and the second engaging portion 131, therefore the first engaging portion 115 and the second engaging portion 131 can be prevented in outer masterpiece
With lower any separation.
Moreover, be formed in stirrup 140 center through hole 142 be it is angular, therefore can be used have and angular perforation
The tool of 142 correspondingly-shaped protrusion of hole is easy to make the stirrup 140 carry out axis rotation, and due to being formed in outside stirrup 140
The groove 143 of circumferential surface forms multiple corners on the outer peripheral surface of stirrup 140, thus can prevent stirrup 140 jack 113,
It is arbitrarily rotated in 132.Moreover, can by be formed in the stirrup 140 center through hole 142 and groove 143 come
Mitigate the weight of stirrup 140, therefore the load of fee of material and template can be reduced to the maximum extent.
On the other hand, the jack 113 and reinforcing rib of the first flange part 112 of main frame 110 are inserted in the stirrup 140
In the state of completing assembling in 130 jack 132, the both ends of stirrup 140 can also be made to be plastically deformed to prevent stirrup
140 separate from main frame 110.
The rigging for building of the present embodiment as described above is not formed due to being simplified by the fixed position of welding
Complicated sealing wire, therefore compared with the past plate thickness can be thinned.Therefore, not only it is able to achieve the lightweight of template, moreover it is possible to
Reduce the expense of raw material.
In addition, so as to expand automatic assembling process, thus, it is possible to maximums by assembling mode combination stirrup 140
Reduce manufacturing expense to limit.
In addition, only reinforcing rib can be configured on the binding site of stirrup 140 according to first embodiment as described above
130, so as to prevent reinforcing rib 130 redundantly positioned at the position that stirrup 140 is not configured, to realize lightweight.It is this
First embodiment be suitable for closure panel 111 the second axis direction length it is short without reinforce central portion the case where.
Next, illustrating the rigging for building of the second embodiment of the present invention.
Fig. 7 is the perspective view of the rigging for building of the second embodiment of the present invention, and Fig. 8 is the exploded perspective view of Fig. 7,
Fig. 9 is the enlarged cross-sectional view of part " A " in Fig. 7, and Figure 10 is the first engaging portion and second for indicating the second embodiment of the present invention
The action diagram of the assembling process of engaging portion.
In the rigging for building of the second embodiment of the present invention as shown therein, the main segmentation of frame 110 construction,
And segmented main frame 110 is fixed using reinforcing rib 130, is different from the first embodiment in this regard.
Specifically, the center of the closure panel 111 of the main frame 110 is divided into the first main body 110a and the second main body
110b, the first main body 110a and the second main body 110b are formed with the first flange part 112 on the side of closure panel 111, another
The first engaging portion 115' is formed on side.
The reinforcing rib 130 includes the second engaging portion 131', and the second engaging portion 131' is used for while fixed shape respectively
At the first engaging portion 115' on the first main body 110a and the second main body 110b.In the first main body 110a and the second main body
Direction opposite toward each other is configured with the first engaging portion 115' on 110b, in order to combine in the first of the first main body 110a
The second engaging portion 131' of portion 115' and the second main body 110b can fix them in the state of adjoining one another simultaneously, separate configuration
There are multiple second engaging portion 131'.
In particular, the first engaging portion 115' and the second engaging portion 131' be configured to be engaged each other it is arc-shaped hook-shaped,
And there is following integrated structure: as shown in (a) of Figure 10, it is main that the first main body 110a and second is along inclined direction respectively configured
Body 110b and in the state of being engaged the first engaging portion 115' and the second engaging portion 131' each other, makes as shown in (b) of Figure 10
One main body 110a and the second main body 110b rotates to combine the first engaging portion 115' and the second engaging portion 131' respectively.In addition, institute
The lower end for stating the surfaces opposite to each other of the second main body 110b of the first main body 110a is provided with stop part 116, in the first main body
In the state of the closure panel 111 of 110a and the configuration in the same plane of the closure panel 111 of the second main body 110b, the backstop
Part 116 is snugly into each other and can prevent from further rotating.
Next, when stirrup 140 to be inserted into the jack 113,132 being formed on the first flange part 112 and reinforcing rib 130
In, and when so that the stirrup 140 is rotated predetermined angular in order to fixed, the insertion protrusion 141 and sealing surface of stirrup 140
Plate 111 is close to, and while so as to increase the binding force between main frame 110 and reinforcing rib 130, limits the first engaging portion 115'
It is rotated to the direction separated with the second engaging portion 131', therefore can prevent the first engaging portion 115' and the second engaging portion 131' from existing
It is arbitrarily separated under external force.The integrated structure and fixation procedure of this stirrup 140 are identical with the first embodiment, therefore are omitted
It is illustrated.
Interest field of the invention is not limited to above-described embodiment, but can in the range of appended claims
It is realized by various embodiments.Art technology in the range of not departing from main idea of the present invention claimed in claims
Personnel flexible various ranges also belong to the range recorded in claims of the present invention.
Claims (11)
1. a kind of rigging for building characterized by comprising
Main frame, the closure panel of the sealing surface comprising forming concrete curing space vertically protrude from the envelope respectively
It closes the rear surface two sides of panel and forms the first flange part of side, vertically protrudes from the rear surface of the closure panel
Center and the reinforcing rib with the first flange part configured in parallel；
It is fixed on the upper end of the main frame and the second flange part of lower end；And
Multiple stirrups, along the direction configuration intersected with first flange part and through first flange part and the reinforcement
Muscle and combine,
The reinforcing rib is detachably assembled in the rear surface of the main frame.
2. rigging for building according to claim 1, which is characterized in that
The first engaging portion detachably assembled for reinforcing rib is formed in the rear surface of the closure panel, in the reinforcement
The second engaging portion being engaged with first engaging portion is formed on muscle.
3. rigging for building according to claim 2, which is characterized in that
First engaging portion and second engaging portion are formed as being engaged each other hook-shaped.
4. rigging for building according to claim 1, which is characterized in that
The main frame is constructed by the first main body and the segmentation of the second main body of the guide center separation with the closure panel, described
First main body and second main body are formed with the first flange part in side respectively and are formed with reinforcing rib on another side.
5. rigging for building according to claim 4, which is characterized in that
Second engaging portion of the reinforcing rib is set as multiple, respectively with the first engaging portion of first main body and described second
First engaging portion of main body is engaged.
6. rigging for building according to claim 5, which is characterized in that
First engaging portion and second engaging portion are constructed by the arc-shaped hook being engaged each other respectively.
7. rigging for building according to claim 6, which is characterized in that
It is respectively formed with stop part in first main body and second main body, in first engaging portion and described second
The stop part is snugly into each other in the state of the occlusion of engaging portion and limitation further rotates.
8. rigging for building according to any one of claims 1 to 7, which is characterized in that
Jack is respectively formed on first flange part and the reinforcing rib, the stirrup is inserted into the jack in perforation
In the state of can be rotationally derived support,
And it is formed with slot on the side of the jack, insertion protrusion is formed on the side of the stirrup, in institute
In the state that stirrup is stated by slot insertion, the insertion protrusion is fixed on described by the rotation of the stirrup
Space between first flange part and the reinforcing rib.
9. rigging for building according to claim 8, which is characterized in that
The axial length of the insertion protrusion is set to, and is inserted between the first flange part and reinforcing rib in the insertion protrusion
The both ends of insertion protrusion can be tightly attached to the length of the side of the first flange part and reinforcing rib in the state of space.
10. rigging for building according to claim 9, which is characterized in that
The insertion that first engaging portion and second engaging portion are inserted into the stirrup in the state of being engaged each other is prominent
In space between rising.
11. rigging for building according to claim 10, which is characterized in that
The projected direction length of the insertion protrusion is set to, and is inserted in the state that the insertion protrusion is rotated to closure panel
Enter the length that the terminal part of protrusion can be close to the rear face portion of closure panel.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020160147611A KR101926633B1 (en) | 2016-11-07 | 2016-11-07 | Prefabricated form panel for construction |
| KR10-2016-0147611 | 2016-11-07 | ||
| PCT/KR2017/003682 WO2018084390A1 (en) | 2016-11-07 | 2017-04-04 | Prefabricated construction mold panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109963993A true CN109963993A (en) | 2019-07-02 |
| CN109963993B CN109963993B (en) | 2021-06-22 |
Family
ID=62076776
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201780068293.9A Active CN109963993B (en) | 2016-11-07 | 2017-04-04 | Assembling shuttering for building |
Country Status (4)
| Country | Link |
|---|---|
| KR (1) | KR101926633B1 (en) |
| CN (1) | CN109963993B (en) |
| MY (1) | MY193440A (en) |
| WO (1) | WO2018084390A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576865A (en) * | 2020-05-28 | 2020-08-25 | 晟通科技集团有限公司 | Inclined wall plate |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109548517B (en) * | 2019-01-31 | 2023-01-24 | 山东叶阳门窗科技有限公司 | Modularization pergola based on building window frame |
| WO2020203643A1 (en) | 2019-03-29 | 2020-10-08 | 株式会社巴川製紙所 | Light diffusion film laminate for reflective display device, and reflective display device using same |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100088216A (en) * | 2009-01-30 | 2010-08-09 | (주)성진금속 | Unit pannel unit, binding slab pannel, large face binding slab pannel and reinforcing steel bar pre-fabricated binding slab pannel |
| CN202273416U (en) * | 2011-10-29 | 2012-06-13 | 宋玉娟 | Construction unit body for aluminum alloy building template |
| CN203430020U (en) * | 2013-06-10 | 2014-02-12 | 苏鸿飞 | Aluminum alloy building formwork structure unit |
| CN203654739U (en) * | 2013-11-11 | 2014-06-18 | 重庆迪科机电设备有限公司 | Built-up plate |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08246670A (en) * | 1995-03-09 | 1996-09-24 | Kanichi Moriyama | Joint plate for steel form panel |
| KR200186899Y1 (en) * | 2000-01-10 | 2000-06-15 | 주식회사동양인터내셔널 | A sheeting |
| KR200209597Y1 (en) * | 2000-08-03 | 2001-01-15 | 안영순 | Width adjustable concrete form |
| KR200375708Y1 (en) * | 2004-11-29 | 2005-03-10 | 주식회사 건축사사무소반석 | Assembly sheeting connect structure fof construction using anchor member |
| KR101456979B1 (en) * | 2013-05-20 | 2014-11-04 | 비아이피 주식회사 | prefabricated panel apparatus |
-
2016
- 2016-11-07 KR KR1020160147611A patent/KR101926633B1/en active IP Right Grant
-
2017
- 2017-04-04 MY MYPI2019002567A patent/MY193440A/en unknown
- 2017-04-04 CN CN201780068293.9A patent/CN109963993B/en active Active
- 2017-04-04 WO PCT/KR2017/003682 patent/WO2018084390A1/en active Application Filing
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100088216A (en) * | 2009-01-30 | 2010-08-09 | (주)성진금속 | Unit pannel unit, binding slab pannel, large face binding slab pannel and reinforcing steel bar pre-fabricated binding slab pannel |
| CN202273416U (en) * | 2011-10-29 | 2012-06-13 | 宋玉娟 | Construction unit body for aluminum alloy building template |
| CN203430020U (en) * | 2013-06-10 | 2014-02-12 | 苏鸿飞 | Aluminum alloy building formwork structure unit |
| CN203654739U (en) * | 2013-11-11 | 2014-06-18 | 重庆迪科机电设备有限公司 | Built-up plate |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576865A (en) * | 2020-05-28 | 2020-08-25 | 晟通科技集团有限公司 | Inclined wall plate |
Also Published As
| Publication number | Publication date |
|---|---|
| KR101926633B1 (en) | 2018-12-10 |
| MY193440A (en) | 2022-10-13 |
| KR20180051700A (en) | 2018-05-17 |
| WO2018084390A1 (en) | 2018-05-11 |
| CN109963993B (en) | 2021-06-22 |
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