CN109963993B - Assembling shuttering for building - Google Patents

Assembling shuttering for building Download PDF

Info

Publication number
CN109963993B
CN109963993B CN201780068293.9A CN201780068293A CN109963993B CN 109963993 B CN109963993 B CN 109963993B CN 201780068293 A CN201780068293 A CN 201780068293A CN 109963993 B CN109963993 B CN 109963993B
Authority
CN
China
Prior art keywords
reinforcing
flange portion
coupling portion
main frame
template according
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.)
Active
Application number
CN201780068293.9A
Other languages
Chinese (zh)
Other versions
CN109963993A (en
Inventor
林美玉
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.)
Kumkang Kind Co ltd
Original Assignee
Kumkang Kind 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 Kumkang Kind Co ltd filed Critical Kumkang Kind Co ltd
Publication of CN109963993A publication Critical patent/CN109963993A/en
Application granted granted Critical
Publication of CN109963993B publication Critical patent/CN109963993B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/06Forming boards or similar elements the form surface being of metal

Landscapes

  • 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 an assembly form for building, which is characterized by comprising: a main frame including a closed panel forming a closed surface of a concrete curing space, first flange portions respectively protruding from both sides of a rear surface of the closed panel in a vertical direction to form side surfaces, and reinforcing ribs protruding from a center of the rear surface of the closed panel in the vertical direction and arranged in parallel with the first flange portions; a second flange portion fixed to an upper end and a lower end of the main frame; and a plurality of reinforcing rods disposed in a direction intersecting the first flange portion and coupled to the first flange portion and the reinforcing ribs, wherein the reinforcing rods are detachably attached to a rear surface of the main frame.

Description

Assembling shuttering for building
Technical Field
The present invention relates to an assembly form for a building, and more particularly, to an assembly form for a building, which can be easily assembled.
Background
Walls of buildings such as apartments, buildings, and general houses are formed by forming a basic shape using a formwork, pouring concrete, and curing. In general, a form is a temporary building material for keeping concrete in a prescribed shape and size, preventing moisture required for curing thereof from leaking, and protecting concrete from external impact, which is used until the curing of concrete is finished. Such formwork construction has a great influence on the concrete construction process and result, and has a great influence on finishing work, thus putting a great deal of effort on the formwork construction.
Such a form is generally divided into a one-piece form (Euroform) formed by bonding plywood to a front surface of a steel frame and an advanced aluminum form formed of an aluminum material.
The whole template in the past can be demolishd and retrieve and reuse after the construction of pouring, but because the weight of the frame that comprises thicker plywood and steel is heavy, the operation personnel is difficult to operate by oneself, therefore whole template can only be made into small-size, is difficult to connect during the construction.
On the other hand, korean laid-open patent publication No. 10-1998-0009704 "aluminum monolithic form (concrete form) and method for manufacturing the same" discloses an aluminum form formed by a method comprising: as a first process of the extrusion molding process, a main plate is extruded by a conventional extruder from an aluminum (Al) material, peripheral frames are formed on the left and right side surfaces of the main plate, and a plurality of reinforcing protrusions are integrally formed in the main plate along the length direction; a second step of forming a connection hole by processing a side surface of the main plate extruded in the first step as the extrusion forming step, and processing the main plate so that a reinforcing frame can be provided at both ends; as a third step of the reinforcing frame joining step, a reinforcing frame made of aluminum (Al) is additionally integrally provided by welding at reinforcing frame installation portions formed by machining both ends of the main plate in the second step as the machining step.
However, in the conventional aluminum mold plate, in the process of welding the reinforcing frames to both end portions of the main plate provided with the side surfaces and the reinforcing protrusions, since the shape of the joint portion between the main plate and the reinforcing frame is complicated, it is difficult to weld along the peripheral line of the main plate in contact with the reinforcing frame, and the defective fraction generated in the welding process is high.
In addition, in the case of aluminum, holes are easily generated in the plate material during welding, so that an excessively thick thickness is required, which results in an increase in load of the form and production unit price, and thus it is preferable to minimize the welded portion.
Disclosure of Invention
The present invention has been made to solve the conventional problems, and an object of the present invention is to provide an assembly form for a building, which can be easily assembled by minimizing a welding portion.
Further, an object of the present invention is to provide an assembly form for construction that can manufacture a form having a width equal to or more than a width limit of extrusion molding of an extruder.
Further, an object of the present invention is to provide an assembly form for building, which can increase the rigidity in the horizontal direction and the vertical direction by arranging a flange portion and a reinforcing bar in the extrusion direction and assembling a reinforcing bar in the direction intersecting the extrusion direction.
Further, an object of the present invention is to provide an assembling formwork for construction that can not only firmly fix a fixing rod to be assembled to a main frame without an additional fixing device, but also prevent the fixing rod from being arbitrarily separated.
The above object is achieved by the following means of the present invention. An assembled form for construction, comprising: a main frame including a closed panel forming a closed surface of a concrete curing space, first flange portions respectively protruding from both sides of a rear surface of the closed panel in a vertical direction to form side surfaces, and reinforcing ribs protruding from a center of the rear surface of the closed panel in the vertical direction and arranged in parallel with the first flange portions; a second flange portion fixed to an upper end and a lower end of the main frame; and a plurality of reinforcing rods disposed in a direction intersecting the first flange portion and coupled to the first flange portion and the reinforcing ribs, wherein the reinforcing rods are detachably attached to a rear surface of the main frame.
Preferably, a first coupling portion to which a bead is detachably attached is formed on a rear surface of the closing panel, and a second coupling portion that engages with the first coupling portion is formed on the bead.
Further, it is preferable that the first coupling portion and the second coupling portion are formed in a hook shape to be engaged with each other.
Preferably, the main frame is divided into a first body and a second body separated from each other with respect to a center of the closing panel, and the first body and the second body each have a first flange portion formed on one side and a rib formed on the other side.
Preferably, the second coupling portion of the bead is provided in plurality and engages with the first coupling portion of the first body and the first coupling portion of the second body, respectively.
Further, it is preferable that the first coupling portion and the second coupling portion are respectively configured by arcuate hooks that engage with each other.
Further, it is preferable that stoppers are formed on the first body and the second body, respectively, and the stoppers are in close contact with each other in a state where the first coupling portion and the second coupling portion are engaged with each other to restrict further rotation.
Preferably, the first flange portion and the reinforcing bead are respectively formed with insertion holes, the reinforcing rod is rotatably supported in a state of being inserted through the insertion holes, and an insertion groove is formed on one side of the insertion holes, and an insertion projection is formed on one side of the reinforcing rod, and the insertion projection is fixed in a space between the first flange portion and the reinforcing bead by rotation of the reinforcing rod in a state of being inserted through the insertion groove.
Preferably, the axial length of the insertion projection is set to a length at which both end portions of the insertion projection can be brought into close contact with the side surfaces of the first flange portion and the bead in a state where the insertion projection is inserted into the space between the first flange portion and the bead.
Further, it is preferable that the first joining portion and the second joining portion are inserted into a space between insertion protrusions of the reinforcing rods in a state of being engaged with each other.
Preferably, the length of the insertion projection in the protruding direction is set to a length at which the distal end portion of the insertion projection can be brought into close contact with the rear surface portion of the closing panel in a state in which the insertion projection is rotated toward the closing panel.
According to the present invention, there is provided an assembly form for a building, which can be easily assembled by minimizing a welding portion.
Further, an assembling formwork for building is provided, which can manufacture a formwork having a width not less than the extrusion molding limit width of an extruder.
Further, there is provided an assembly form for a building, in which a flange portion and a reinforcing rib are arranged in an extrusion direction, and a reinforcing bar is assembled in a direction intersecting the extrusion direction, thereby increasing rigidity in a horizontal direction and a vertical direction.
Further, there is provided an assembling formwork for a building capable of not only firmly fixing a fixing bar to be assembled to a main frame without an additional fixing means but also preventing the fixing bar from being arbitrarily separated.
Drawings
Fig. 1 is a perspective view of an assembly form for construction according to a first embodiment of the present invention.
Fig. 2 is an exploded perspective view of fig. 1.
Fig. 3 is a sectional view taken along line a-a' of fig. 1.
Fig. 4 is a sectional view taken along line B-B' of fig. 3.
Fig. 5 is a sectional view taken along line C-C' of fig. 3.
Fig. 6 is a view illustrating an assembling process of reinforcing bars in the assembling formwork for construction according to the first embodiment of the present invention.
Fig. 7 is a perspective view of an assembly form for construction according to a second embodiment of the present invention.
Fig. 8 is an exploded perspective view of fig. 7.
Fig. 9 is an enlarged sectional view of a portion "a" in fig. 7.
Fig. 10 is an operation diagram illustrating an assembly process of the first coupling portion and the second coupling portion according to the second embodiment of the present invention.
Detailed Description
Before the present invention is described, in the following embodiments, the same reference numerals are given to the components having the same structure, and the first embodiment is representatively described, and in other embodiments, the structure different from the first embodiment is described.
Hereinafter, an assembled formwork for a building according to a first embodiment of the present invention will be described in detail with reference to the accompanying drawings.
Fig. 1 is a perspective view of an assembly form for construction according to a first embodiment of the present invention, and fig. 2 is an exploded perspective view of fig. 1.
The construction assembled formwork of the present invention shown in the above-mentioned figures includes several major parts of a main frame 110, a second flange part 120, a reinforcing bar 130 and a reinforcing bar 140.
In the present embodiment, for convenience of explanation, the first axis X is set to be parallel to the short side of the main frame 110, the second axis Y is set to be parallel to the long side of the main frame 110, and the third axis Z is set to penetrate the plate surface of the main frame 110.
The main frame 110 includes: a closed panel 111 whose front face forms a concrete curing space closed face; first flange portions 112 that protrude from both sides of the rear surface of the closing panel 111 in the vertical direction to form both side surfaces of the formwork; and a first coupling portion 115 formed at the center of the rear surface of the closure panel 111 in a direction parallel to the first flange portion 112. On the other hand, the first coupling portion 115 may be configured by a neck portion extending from the plate surface of the closing panel 111 in the third axial direction and a locking portion extending from a distal end portion of the neck portion in the first axial direction. That is, the neck portion preferably has a predetermined distance from the closing panel 111, and this distance is slightly larger than the thickness of the second coupling portion 131 to be described later, so that the second coupling portion 131 can be easily inserted.
The second flange portion 120 is fixed to a short side of the main frame 110 to form upper and lower surfaces of a formwork. On the other hand, in a state where the second flange portion 120 is disposed at the upper end and the lower end of the main frame 110, the contact portion between the second flange portion 120 and the first flange portion 112 and the closing panel 111 may be fixed by welding. In particular, the contact portion between the first flange portion 112 and the closing panel 111, which is in contact with the second flange portion 120, may be formed in a straight shape, and a welding line having a complicated shape is not formed as in the conventional art, so that the number of welding processes can be minimized.
The rib 130 is disposed at the center of the rear surface of the closing panel 111, and a plurality of ribs 130 are disposed in parallel to the first flange portion 112 at intervals, wherein the rib 130 has a second coupling portion 131 formed to protrude from one side of an end portion facing the closing panel 111, and the second coupling portion 131 is inserted into the first coupling portion 115 in the first axial direction and engaged with the engaging portion of the first coupling portion 115 in the third axial direction.
The first flange portion 112 and the reinforcing bar 130 are respectively formed with insertion holes 113 and 132, the reinforcing bar 140 is rotatably supported while being inserted through the insertion holes 113 and 132, and insertion grooves 114 and 133 are formed at one side of the insertion holes 113 and 132.
On the other hand, the main frame 110, the reinforcing beads 130 and the second flange portion 120 may be formed of an aluminum material, and may be manufactured by punching insertion holes 113 and 132 in the first flange portion 112 and the reinforcing beads 130 and punching a plurality of coupling holes (not shown) for coupling between die plates in the first flange portion 112 and the second flange portion 120 after extrusion molding by a conventional extruder.
The reinforcing bar 140 is disposed in a first axial direction intersecting the first flange part 112, and is coupled to the first flange part 112 through the reinforcing rib 130, the length of the reinforcing bar 140 is set to be equal to the length of the short side of the main frame 110, and an insertion protrusion 141 is formed on one side of the reinforcing bar 140 to be inserted through the insertion grooves 114 and 133.
Further, the insertion protrusion 141 is configured such that the reinforcing bar 140 can be rotated in a state of being completely inserted into the insertion holes 113, 132. Specifically, the insertion protrusions 141 are plural and arranged at both side spaces defined by the beads 130, respectively, the insertion protrusion 141 of one side is configured to have a shape corresponding to a space between the first flange part 112 and the first coupling part 115 of one side, and the insertion protrusion 141 of the other side is configured to have a shape corresponding to a space between the first flange part 112 and the second coupling part 131 of the other side.
Specifically, the first axial length of the insertion projection 141 is set to a length corresponding to the length between the first flange portion 112 and the first coupling portion 115 on the one side and the length between the first flange portion 112 and the second coupling portion 131 on the other side, and the protruding length of the insertion projection 141 is set to a length at which the distal end portion of the insertion projection 141 can be brought into close contact with the rear surface of the closing panel 111 in a state where the reinforcing rod 140 is rotated to the fixed position.
Further, an angular through-hole 142 may be formed in the center of the cross section of the reinforcing rod 140 in the first axial direction, and a plurality of grooves 143 may be formed in the outer circumferential surface of the reinforcing rod 140 in the first axial direction. Such a reinforcing bar 140 can be manufactured by forming a notch portion in the insertion protrusion 141 at a position corresponding to the first flange portion 112 and the reinforcing bead 130 after extrusion molding by a conventional extruder.
The operation of the first embodiment of the above-described assembling formwork for construction will be explained.
In the drawings, fig. 3 is a sectional view taken along a-a ' of fig. 1, fig. 4 is a sectional view taken along B-B ' of fig. 3, fig. 5 is a sectional view taken along C-C ' of fig. 3, and fig. 6 is a view illustrating an assembling process of a reinforcing bar of an assembling formwork for construction according to a first embodiment of the present invention.
The front surface of the closed panel 111 of the main frame 110 forms a closed surface of the concrete curing space, and the first flange portions 112 disposed on both sides of the rear surface of the closed panel 111 form left and right side surfaces of the formwork.
In a state where the second flange portion 120 is disposed at the upper end and the lower end of the main frame 110, respectively, a contact portion with the first flange portion 112 and a contact portion with the closing panel 111 are fixed to the main frame 110 by welding to construct the upper surface and the lower surface of the formwork.
A reinforcing rib 130 capable of fixing the center of the closing panel 111 to the reinforcing bar 140 is disposed at the center of the rear surface of the closing panel 111 of the main frame 110. The second coupling portion 131 of the reinforcing bead 130 protruding to one side of the plate surface is inserted into the first coupling portion 115 formed at the rear surface of the closing panel 111 in the first axial direction so that the second coupling portion 131 is disposed between the closing panel 111 and the catching portion, and thus the third axial direction position of the reinforcing bead 130 is fixed. The reinforcing bar 140 is inserted through the insertion holes 113 and 132 formed in the first flange part 112 of the main frame 110 and the reinforcing bar 130, respectively, so that the rigidity of the mold plate against bending or twisting can be enhanced.
Such a plurality of beads 130 are arranged and are provided at positions where the reinforcing rods 140 are arranged, respectively, so that it is possible to prevent an increase in weight of the form due to the beads 130 being formed at portions where the reinforcing rods 140 are not arranged.
In a state where the insertion protrusions 141 of the reinforcing rods 140 are aligned with the insertion grooves 114, 133 of the insertion holes 113, 132 (see fig. 6 (a)), the reinforcing rods 140 are inserted through the insertion holes 113 of the one-side first flange part 112 and inserted into the insertion holes 113 of the other-side first flange part 112 after passing through the insertion holes 132 formed in the reinforcing beads 130.
At this time, since the insertion projection 141 is disposed in the space between the first flange portion 112 and the bead 130, the reinforcing rod 140 is in a state of being able to rotate axially in a state where the reinforcing rod 140 is completely inserted and the insertion projection 141 is positioned in the space between the first flange portion 112 and the bead 130. Next, when the reinforcing bar 140 is rotated about the predetermined angle axis, the insertion projection 141 of the reinforcing bar 140 is displaced from the insertion grooves 114 and 133, and the insertion projection 141 of the reinforcing bar 140 is sandwiched between the first flange portion 112 and the bead 130.
That is, as shown in fig. 6 (b), when the reinforcing bar 140 is rotated such that the front end portion of the insertion projection 141 is in close contact with the rear surface of the closure panel 111, the second coupling portion 131 is pressed in the third axial direction in close contact with the locking portion 115b of the first coupling portion 115, thereby increasing the coupling force between the main frame 110 and the reinforcing bar 130, and also increasing the coupling force between the main frame 110 and the reinforcing bar 140 penetrating the reinforcing bar 130 in the first axial direction.
Furthermore, since the insertion protrusions 141, which are respectively positioned in the spaces on both sides of the bead 130, are closely attached to the side surfaces of the first coupling portion 115 and the second coupling portion 131, the first coupling portion 115 and the second coupling portion 131 can be prevented from being arbitrarily separated by an external force.
Further, since the through-hole 142 formed in the center of the reinforcing rod 140 is formed in an angular shape, the reinforcing rod 140 can be easily axially rotated using a tool having a protrusion having a shape corresponding to the angular through-hole 142, and since the concave groove 143 formed in the outer circumferential surface of the reinforcing rod 140 forms a plurality of corners in the outer circumferential surface of the reinforcing rod 140, the reinforcing rod 140 can be prevented from being arbitrarily rotated in the insertion holes 113 and 132. In addition, since the weight of the reinforcing bar 140 can be reduced by the through-hole 142 and the concave groove 143 formed at the center of the reinforcing bar 140, the material cost and the load of the mold can be reduced to the maximum.
On the other hand, in a state where the reinforcing rod 140 is inserted into the insertion hole 113 of the first flange part 112 of the main frame 110 and the insertion hole 132 of the reinforcing bead 130, the both end parts of the reinforcing rod 140 may be plastically deformed to prevent the reinforcing rod 140 from being separated from the main frame 110.
The assembling formwork for a building according to the present embodiment as described above can reduce the thickness of the plate material compared to the conventional art because the fixing portion by welding is simplified and no complicated welding line is formed. Therefore, not only can the weight of the template be reduced, but also the cost of raw materials can be reduced.
In addition, the reinforcing bar 140 is coupled by an assembling method, so that an automatic assembling process can be enlarged, thereby reducing the manufacturing cost to the maximum.
Further, according to the first embodiment described above, the beads 130 can be disposed only at the coupling positions of the reinforcing rods 140, and thus the beads 130 can be prevented from being excessively positioned at the positions where the reinforcing rods 140 are not disposed, and weight reduction can be achieved. Such a first embodiment is suitable for a case where the second axial direction length of the closure panel 111 is short so that the center portion does not need to be reinforced.
Next, an assembly form for building according to a second embodiment of the present invention will be described.
Fig. 7 is a perspective view of an assembly form for construction according to a second embodiment of the present invention, fig. 8 is an exploded perspective view of fig. 7, fig. 9 is an enlarged sectional view of a portion "a" of fig. 7, and fig. 10 is an operation view illustrating an assembly process of a first coupling part and a second coupling part according to the second embodiment of the present invention.
The assembling formwork for a building according to the second embodiment of the present invention as shown in the above-mentioned drawings is different from the first embodiment in that the main frame 110 is constructed in a divided manner, and the divided main frame 110 is fixed using the reinforcing ribs 130.
Specifically, the center of the closing panel 111 of the main frame 110 is divided into a first body 110a and a second body 110b, and the first body 110a and the second body 110b have a first flange portion 112 formed on one side of the closing panel 111 and a first coupling portion 115' formed on the other side.
The reinforcing bar 130 includes a second coupling portion 131', and the second coupling portion 131' is used to simultaneously fix the first coupling portions 115' formed on the first and second bodies 110a and 110b, respectively. The first coupling portion 115 'is disposed in the first body 110a and the second body 110b in opposite directions to each other, and a plurality of the second coupling portions 131' are disposed at intervals so that the first coupling portion 115 'of the first body 110a and the first coupling portion 115' of the second body 110b can be simultaneously fixed in a state where they are in contact with each other.
In particular, the first and second coupling portions 115 'and 131' are configured in the shape of a circular arc hook that engages with each other, and have a coupling structure as follows: as shown in fig. 10 (a), in a state where the first body 110a and the second body 110b are arranged in the oblique direction and the first coupling portion 115 'and the second coupling portion 131' are engaged with each other, the first body 110a and the second body 110b are rotated to couple the first coupling portion 115 'and the second coupling portion 131' as shown in fig. 10 (b). Further, a stopper 116 is provided at a lower end of a surface of the second body 110b of the first body 110a facing each other, and the stopper 116 can be closely attached to each other to prevent further rotation in a state where the closing panel 111 of the first body 110a and the closing panel 111 of the second body 110b are arranged on the same plane.
Next, when the reinforcing bar 140 is inserted into the insertion holes 113 and 132 formed in the first flange part 112 and the reinforcing bar 130 and the reinforcing bar 140 is rotated by a predetermined angle for fixing, the insertion protrusion 141 of the reinforcing bar 140 is brought into close contact with the closing panel 111, so that the coupling force between the main frame 110 and the reinforcing bar 130 can be increased, and the first coupling part 115 'is restricted from being rotated in a direction spaced apart from the second coupling part 131', so that the first coupling part 115 'and the second coupling part 131' can be prevented from being arbitrarily separated by an external force. The coupling structure and the fixing process of the reinforcing bar 140 are the same as those of the first embodiment, and thus a detailed description thereof is omitted.
The scope of the claims of the present invention is not limited to the embodiments described above, but may be implemented by various embodiments within the scope of the appended claims. Various ranges that can be modified by those skilled in the art without departing from the gist of the present invention claimed in the claims also belong to the scope of the present invention recited in the claims.

Claims (10)

1. An assembled form for construction, comprising:
a main frame including a closed panel forming a closed surface of a concrete curing space, first flange portions respectively protruding from both sides of a rear surface of the closed panel in a vertical direction to form side surfaces, and reinforcing ribs protruding from a center of the rear surface of the closed panel in the vertical direction and arranged in parallel with the first flange portions;
a second flange portion fixed to an upper end and a lower end of the main frame; and
a plurality of reinforcing rods arranged in a direction intersecting the first flange portion and connected to the first flange portion and the reinforcing ribs through the reinforcing rods,
the reinforcing rib is detachably assembled on the rear surface of the main frame,
an insertion hole is formed in each of the first flange portion and the reinforcing rib, and the reinforcing rod is rotatably supported in a state of being inserted through the insertion hole,
and a slot is formed on one side of the insertion hole, an insertion protrusion is formed on one side of the reinforcing rod, and the insertion protrusion is fixed in a space between the first flange portion and the reinforcing bead by rotation of the reinforcing rod in a state where the reinforcing rod is inserted through the slot.
2. The building assembly template according to claim 1,
a first coupling portion to which a bead is detachably attached is formed on a rear surface of the closing panel, and a second coupling portion that engages with the first coupling portion is formed on the bead.
3. The building assembly template according to claim 2,
the first and second coupling portions are formed in a hook shape to be engaged with each other.
4. The building assembly template according to claim 2,
the main frame is divided into a first body and a second body separated from each other with respect to a center of the closing panel, and the first body and the second body have a first flange portion formed on one side and the first coupling portion formed on the other side, respectively.
5. The building assembly template according to claim 4,
the second combining parts of the reinforcing ribs are arranged in a plurality of numbers and are respectively occluded with the first combining parts of the first main body and the first combining parts of the second main body.
6. The building assembly template according to claim 5,
the first coupling portion and the second coupling portion are respectively configured by arcuate hooks that engage with each other.
7. The building assembly template according to claim 6,
stoppers are formed on the first body and the second body, respectively, and the stoppers are in close contact with each other in a state where the first coupling portion and the second coupling portion are engaged to restrict further rotation.
8. The building assembly template according to claim 2,
the axial length of the insertion projection is set to a length that both end portions of the insertion projection can be brought into close contact with the side surfaces of the first flange portion and the bead in a state where the insertion projection is inserted into the space between the first flange portion and the bead.
9. The building assembly template according to claim 8,
the first and second coupling portions are inserted into spaces between the insertion protrusions of the reinforcing rods in a state of being engaged with each other.
10. The building assembly template according to claim 9,
the length of the insertion projection in the protruding direction is set to a length at which the distal end portion of the insertion projection can be brought into close contact with the rear surface portion of the closing panel in a state where the insertion projection is rotated toward the closing panel.
CN201780068293.9A 2016-11-07 2017-04-04 Assembling shuttering for building Active CN109963993B (en)

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 CN109963993A (en) 2019-07-02
CN109963993B true 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)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
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
CN111576865A (en) * 2020-05-28 2020-08-25 晟通科技集团有限公司 Inclined wall plate

Citations (4)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (4)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
KR101926633B1 (en) 2018-12-10
CN109963993A (en) 2019-07-02
MY193440A (en) 2022-10-13
KR20180051700A (en) 2018-05-17
WO2018084390A1 (en) 2018-05-11

Similar Documents

Publication Publication Date Title
KR101722109B1 (en) Prefabricated aluminum form panel for construction
CN109963993B (en) Assembling shuttering for building
KR102178069B1 (en) Antiseismic ready-to-assemble form and Method for assembling the same
CN111065784B (en) Assembled aluminum mould panel
KR100878791B1 (en) Transformable formwork apparatus for construction of concrete column
US10370890B2 (en) Door frame structure and method for mounting door frame structure
JP2009138478A (en) Rc column reinforcing method
EP3728754B1 (en) Frame structure for walls
KR20170002270U (en) Euro-form clamping device
KR200403876Y1 (en) Quadrangle type Manhole mold
KR20110117563A (en) Clamp for connecting pannels and connecting method using the same
KR20110077905A (en) Reinforced plastic euroform
JP2943726B2 (en) Coupling member
KR200169470Y1 (en) Concrete sheeting
KR100428200B1 (en) a form for structure and manufacturing method
JP6308803B2 (en) Slit-forming formwork structure and its reinforcing hardware
KR200408443Y1 (en) Aluminum panel for constructing concrete wall
KR102309579B1 (en) Steel form for pillar
KR20160003777U (en) Mold fixing band for concrete column
KR101123941B1 (en) reinforced plastic euroform
KR102106107B1 (en) Distance maintenance apparatus for mold
KR102261341B1 (en) Assembly type block
KR200459170Y1 (en) Connector of system pannels
KR200408545Y1 (en) a form for structure
KR200408444Y1 (en) Euroform for constructing concrete wall

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant