KR20170057063A - Punching share stiffening member of separation type and strength enhancement manufacturing method of foundation slab using of the same - Google Patents

Punching share stiffening member of separation type and strength enhancement manufacturing method of foundation slab using of the same Download PDF

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Publication number
KR20170057063A
KR20170057063A KR1020150160679A KR20150160679A KR20170057063A KR 20170057063 A KR20170057063 A KR 20170057063A KR 1020150160679 A KR1020150160679 A KR 1020150160679A KR 20150160679 A KR20150160679 A KR 20150160679A KR 20170057063 A KR20170057063 A KR 20170057063A
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South Korea
Prior art keywords
punching shear
stiffener
punching
column
foundation
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KR1020150160679A
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Korean (ko)
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KR101750176B1 (en
Inventor
이상섭
배규웅
박금성
곽명근
김형도
홍성엽
배진모
박성순
정성욱
이명
김태길
남순우
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한국건설기술연구원
신세계건설(주)
아이앤티엔지니어링(주)
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Priority to KR1020150160679A priority Critical patent/KR101750176B1/en
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/08—Reinforcements for flat foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/12—Pile foundations
    • E02D27/14—Pile framings, i.e. piles assembled to form the substructure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The present invention provides a construction method for improving a resisting force of a foundation slab by using a separation type punching shear stiffener, capable of obtaining economic feasibility and constructability by reducing the thickness of the foundation slab by improving the resisting force to prevent a punching shear fracture of the foundation slab of a building. According to a proper aspect of the present invention, the construction method for improving a resisting force of a foundation slab by using a separation type punching shear stiffener includes: a step of arranging a foundation lower reinforcing bar and a foundation upper reinforcing bar on a slab or the foundation slab to be constructed and arranging a column main reinforcing bar at a position in which a column is installed on the foundation slab at the same time; a step of arranging an optimal number of the punching shear stiffeners to correspond to the shape of a cross section of the column on the circumference of the cross section on the lowermost part of the column main reinforcing bar so that a part with a large diameter and a part with a small diameter individually face the upper side and the lower side and of arranging and fixing the optimal number of the punching shear stiffeners under the foundation upper reinforcing bar to be in contact with the edge of the lower side of the column; and a step of preventing a punching shear crack by placing and curing concrete on the reinforcing bar arranged and of filling the concrete into and to the outside of the punching shear stiffener so that three-dimensional concrete is compressed. The punching shear stiffener includes: a small filling hole having the small diameter and formed on one end and a large filling hole having the relatively large diameter and formed on the other end, wherein the small filling hole and the large filling hole are formed in a cone shape at a predetermined height and manufactured of a steel plate of a predetermined thickness; and a skirt unit having a concrete filling chamber open from the small filling hole to the large filling hole inside.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a punching shear stiffener,

The present invention relates to a method of increasing the strength of a base plate for suppressing the occurrence of punching transfer cracks in a base plate on which a concentrated load acts, and more particularly, The present invention also relates to a method of increasing the strength of a foundation plate using the same, and a method of reinforcing a foundation plate using the same.

According to the concrete structure design standard, the placement of reinforcing materials using reinforcing bars or steel wires is allowed to prevent punching shear failure, which shows brittle behavior due to concentrated loads or reaction forces in slabs or foundation plates. There are closed stubs in the form of typical stiffeners, and single, multi-legs and lattice bars are suggested. However, there is a disadvantage in that it is difficult to fix the stirrup-type shear reinforcement in a slab having a thickness of 250 mm or less, and that it is somewhat complicated to arrange the flexural reinforcement disposed at the upper and lower portions of the slab.

Also, a shear head is known as a shear stiffener welded after cutting and bending so that a grid can be formed around a column using an I-beam or a b-beam. However, when the slab is used for slabs, the height of the section steel must also be lowered. Therefore, it is necessary to manufacture the steel slabs separately from the steel slabs.

Shear studs are also known as rod-like shear stiffeners with enlarged heads to improve mechanical fixation forces at both ends. This is known to be more effective for punching shear when radially arranged around the column, and then developed as a shear stud rail welded on one end of the shear stud to the steel strip, have. However, there is a limit in which the diameter of the stud head and the spacing of the shear stud are specifically defined in order to secure a proper fixing force.

As a background of the present invention, Korean Registered Patent No. 10-1188008, "Shear Stiffener of Reinforced Concrete Flat Plate Slab" is presented. A base; A support frame extending upward from the base to form an open space on the base; An outer frame extending laterally from the support frame is integrally formed, and the support frame extends upwardly from the base in an inclined manner.

However, the background art is not located on the crack line generated in the oblique direction to the slab generated due to the concentrated load of the column but horizontally arranged, it can not prevent the occurrence of the crack extending in the diagonal line around the lower portion of the column, It is not a structure that can be done, so we can not expect to increase the history.

Korean Registered Patent No. 10-1188008 (Shear Stiffener of Reinforced Concrete Flat Plate Slab) Korean Registered Patent No. 10-0403835 (Reinforcing materials for flexural / shear reinforcement in reinforced concrete foundation and methods of construction thereof)

The present invention relates to a separable stand-alone punching shear stiffener which can increase the strength and reduce the thickness of the foundation plate to prevent brittle punching shear failure of the foundation foundation plate, And an object of the present invention is to provide a method of increasing the strength.

According to a preferred embodiment of the present invention,

A step in which a column bottom steel rod is laid at a position where a foundation lower steel bar and a foundation upper steel bar are laid out at a base plate or a slab position to be installed and at the same time a column is to be installed on the foundation plate;

A punching shear stiffener having a predetermined number of punching shear stiffeners disposed in the vicinity of the lowermost end face of the column of the casting steels in such a manner as to correspond to the shape of the column section, A step of disposing and fixing directly below the upper reinforcing bars;

The concrete is filled in the inner and outer portions of the punching shear reinforcement so that the concrete is laid in the reinforced steel bars so that the punching transfer crack is intercepted and the three-dimensional concrete is compressed;

The punching shear stiffener is a conical shape having a constant height made of a steel plate having a certain thickness and has a small diameter small pore hole at one end and a relatively large pore hole at the other end and a pore hole in the small pore hole. And a skirt portion for forming a concrete filling room opened toward the outside.

The punching shear stiffener may be provided in a number corresponding to four sides of the minimum pillar when the pillar has a rectangular cross-section, and may have a hole formed by welding or joining to the upper upper reinforcing bar or a hole formed in the punching shear reinforcement, And is fixedly installed.

The punching shear stiffeners are circularly arranged at a minimum spacing of 4 or more within a maximum mutual tangent range around the column when the columns have a circular cross section and are welded to the upper upper reinforcing bars or formed in a hole formed in the punching shear stiffener And the base upper reinforcing bars are fixedly installed by binding with a wire.

Further, the punching shear stiffener is supported and joined to the circular support ring of the stiffener support mechanism provided on the base plate.

On the other hand, in the punching shear stiffener for increasing the strength of the base plate,

It is a conical shape with a certain height made of a steel plate with a certain thickness. It has a small diameter small pore at one end and a relatively large diameter pore hole at the other end. The pore is filled in the inside. Concrete And a skirt portion for forming a filling chamber.

The punching shear reinforcement may further include a circular support ring connected to the upper ends of the plurality of ring legs and ring legs and joined to the outer surface of the skirt portion.

According to the present invention, the punching shear stiffener is placed under the top surface of the foundation plate in contact with the column with the large diameter portion facing upward and the small diameter portion facing downward. By installing the punching shear stiffener, Effect is generated, and reinforcement is made by increasing the strength of the base plate.

Also, there is an effect that the punching shear strength of the base plate is improved and the failure mode is brittle and the punching shear fracture at the ultimate load is prevented, so that the ductility behavior can be induced.

In addition, since the thickness of the base plate can be reduced, it is possible to reduce the ter- mination amount and the amount of concrete pouring, thereby reducing the cost of the ter- minator and reducing the overall air cost.

In addition, reinforcing stirrups, shearheads, and enlarged head shear studs can be omitted, and manufacturing cost and cost can be improved by constructing and installing a low cost unit.

BRIEF DESCRIPTION OF THE DRAWINGS The accompanying drawings, which are incorporated in and constitute a part of the specification, illustrate exemplary embodiments of the invention and, together with the description, serve to explain the principles of the invention, Shall not be construed as limiting.
FIGS. 1A to 1C are views showing a manufacturing process of a foundation plate according to an embodiment of the present invention for increasing the strength of a foundation plate using a separate, independent punching shear stiffener.
Fig. 2 is an arrangement view of a punching shear stiffener viewed from a plane in Fig. 1b. Fig.
FIG. 3A is a perspective view of a punching shear stiffener applied to the present invention. FIG.
FIG. 3B is a front sectional view of FIG. 3A. FIG.
FIG. 4 is a corresponding state diagram of a punching shear stiffener according to an inner cracking angle of a foundation plate according to the arrangement method of the present invention. FIG.
FIG. 5A is a view illustrating a state in which the punching shear stiffener and the stiffener support mechanism according to the present invention are engaged with each other. FIG.
Fig. 5B is an installation state of a punching shear stiffener in a state in which the stiffener receiving mechanism of Fig. 5A is applied. Fig.
FIG. 6 is a load-displacement diagram of the foundation plate shown in FIG. 1C. FIG.
7A and 7B are a front view and a plan view schematically showing another method of installing the punching shear stiffener.
7B is a load-displacement diagram showing the amount of displacement of the foundation plate when a concentrated load is applied to the column in the installation method of FIG. 7A.
Figs. 8A and 8B are a front view and a plan view schematically showing another mounting method of the punching shear stiffener. Fig.
8B is a load-displacement diagram showing the amount of displacement of the foundation plate when a concentrated load is applied to the column in the installation method of FIG. 8A.
9 (a) and 9 (b) are various arrangements of punching shear stiffeners in the case of a circular column.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the embodiments shown in the accompanying drawings, but the present invention is not limited thereto.

The method of increasing the strength of the foundation plate using the separable stand-alone punching shear stiffener according to the present invention will be described.

<Installation of base plate reinforcement>

The foundation lower reinforcing bars 12 and the foundation upper reinforcing bars 14 are laid at the positions of the foundation plates 10 (or slabs) to be constructed as shown in FIG. Further, the column base steel bars 16 are laid on the base plate 10 at positions where the columns 18 are to be placed.

The base bottom reinforcing bars 12 are provided on the bottom side of the base plate 10 in the lateral direction and the longitudinal direction and the base top reinforcing bars 14 are arranged in the lateral direction and the longitudinal direction, do. The column cast iron rope (16) includes a stirrup (17) installed at regular intervals in the height direction.

<Placement and Fixation of Punching Shear Stiffener>

Next, as shown in FIGS. 1B and 2, a suitable number of punching shear stiffeners 20 are disposed corresponding to the shape of the end face of the column 18 around the lowermost end face of the column main reinforcement 16.

3A and 3B, the punching shear stiffener 20 is a conical shape having a constant height h and has a filling small hole 21 having a small diameter at one end on the same vertical axis Z and a filling small hole 21 having a relatively large diameter at the other end, And a skirt portion 24 for forming a concrete filling chamber 23 opened toward the filling hole 22 in the filling hole 22 from the filling hole 22.

The thickness of the punching shear reinforcement 20 is determined so as to have a structural strength sufficient for the base plate 10 to bear when the building load is transmitted through the column. The punching shear stiffener 20 is made of, for example, a steel material SS400, and the thickness can be determined in the range of 3.2 to 6 mm. The punching shear reinforcement 20 can be manufactured by butt welding, rolling or pressing two halves of the element.

The skirt portion 24 has a predetermined side inclination angle? In a conical form. As shown in Fig. 4, the side inclination angle [theta] is formed by a line formed by the internal crack angle ([beta]: 25 [deg.] To 45 [deg.]) (Angle in the diagonal direction from the edge of the column to the point of the base plate) Is an angle designed so that the part (24) is placed.

The minimum angle of the side inclination angle [theta] is determined by having the punching shear stiffener 20 in Fig. 3B having a sufficient strength to maintain the conical shape of the lower portion being cut off, and the maximum angle can be obtained And it is preferable to adjust the angle of 45 degrees in order to correspond to the punching shear that occurs when the load W is transmitted from the column 18 to the base plate 10. [

At this time, the punching shear stiffener 20 has a direction in which the filling hole 22 of the large diameter portion is downwardly directed to the lower filling hole 21 as shown in Figs. 1B and 2, Side reinforcing bars 14 and the bottom reinforcing bars 14, as shown in Fig.

When the punching shear stiffener 20 is installed as described above, the skirt portion 24 of the punching shear stiffener 20 is placed on the imaginary punching cut crack S as shown in Fig. 4, So that it is possible to enhance the strength by the three-axis compression effect of the concrete to be filled in the inner side filling room 23 of the skirt portion 24.

2, four punching shear stiffeners 20 corresponding to the four sides of the column 18 are provided in the case where the column 18 has a rectangular cross-section, As shown in Fig.

As another method of installing the punching shear reinforcement 20, a plurality of holes 24a and a foundation upper reinforcing bar 14 penetrating the upper portion of the punching shear stiffener 20 shown in Fig. .

As another method of installing the punching shear stiffener 20, a stiffener receiving mechanism 30 provided on the base plate 10 can be used as shown in Fig. 5A. The stiffener support mechanism 30 includes a plurality of ring legs 31 and a circular support ring 32 connected to the upper ends of the ring legs 31 and contacting the outer surface of the skirt portion 24 of the punching shear stiffener 20 . Therefore, when the punching shear stiffener 20 is supported on the support ring 32 and welded together as shown in FIG. 5B, the punching shear stiffener 20 is positioned at a certain height from the bottom.

Here, the support ring 32 may be integrally formed by being welded to the outer surface of the skirt portion 24 in a state where the ring leg 31 is connected.

<Concrete filling in punching shear reinforcement>

Then, concrete is poured into reinforcing bars 12, 14 and 16 laid out as shown in FIG. 1C, and concrete is filled into the inside and the outside of the punching shear reinforcement 20, and then cured.

The base plate 10 thus constructed is formed by placing concrete on the column formwork of the columnar cast iron rope 16 to form the column 18 and then applying a concentrated load to the column 18 as shown in FIG. 4 to obtain a load- I could.

That is, when the punching shear stiffener 20 is applied as shown in FIG. 1B and FIG. That is, in the case of the displacement amount of 20 mm in FIG. 6, when the punching shear stiffener 20 is not applied, the load resistance of 6500 KN is obtained, whereas when the punching shear stiffener 20 is applied, the load resistance is more than 7500 KN.

In order to determine the optimum arrangement position and direction of the punching shear stiffener 20 as in the present embodiment, two different experiments were performed in the case where the column 18 had a square cross section,

Here, the term "MSP " shown in each of the load-displacement diagrams shown in Figs. 6, 7B and 8B is an abbreviation of" Multiple Shear Preventer ", which designates "punching shear stiffener 20" Used as a term. Therefore, with_MSP is the case where the punching shear stiffener 20 is applied and without_MSP is the case where the punching shear stiffener 20 is not applied.

First, when the punching shear stiffener 20 is disposed at the middle of the column with a small filling hole as shown in Figs. 7A and 7B, the punching shear stiffener 20 can be punched as shown in the load-displacement diagram of Fig. The maximum strength was slightly lower than that in the case where the reinforcing member 20 was not provided.

8 (a) and 8 (b), when the punching shear stiffener 20 is disposed at a mid-depth from a position spaced from the side of the column 18 by a small filling hole toward the top, - as shown in the displacement diagram, the maximum strength is somewhat lower than that in the case of Fig. 7A, but the punching shear stiffener 20 is not present.

However, as in the preferred embodiment of the present invention, the punching shear stiffener 20 is disposed corresponding to each side of the square cross section of the column 18 around the lowermost end face of the column main spindle 16, In the case where the small portion is downwardly disposed and fixedly disposed immediately below the base upper reinforcing bar 14 in contact with the lower side edge of the column 18, the deformation and the proof stress It can be seen from the load displacement relation of Fig. 6 that the ability is not deteriorated.

When the installation direction and the arrangement direction of the punching shear stiffener 20 are determined according to the shape of the punching shear stiffener 20 in this preferred embodiment, The punching shear reinforcement 20 is buried on the imaginary punching shear crack surface and the stress distribution acting on the concrete around the pillar weakened at the punching shear end is maintained in the triaxial compression state and the skirt of the punching shear stiffener 20, So that the reinforcement of the punching shear can be achieved.

In addition, the reinforcement can be made by the construction according to the optimal installation direction and the installation position of the punching shear stiffener 20, thereby reducing the thickness of the foundation plate 10, thereby reducing the amount of terraces and concrete, have.

9, the punching shear stiffener 20 is circularly arranged at a minimum spacing of 4 or more within the maximum mutual tangent centering around the column 18 when the column 18 has a circular cross section, It can be installed and constructed in the same manner as the above method. At this time, the punching shear stiffener 20 has a directional posture in which a portion having a large diameter is downwardly directed downward, and the punching shear stiffener 20 is arranged and fixed directly below the foundation upper reinforcing bars 14 in contact with the lower side edge of the column 18.

9 (A) shows that four punching shear stiffeners 20 are provided, and FIG. 9 (B) shows that up to six punching shear stiffeners 20 are provided. In this case as well, it is needless to say that the same effect can be obtained because the installation direction and the placement direction are the same as those provided for the square pillar 18 described above.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is evident that many alternatives, modifications and variations will be apparent to those skilled in the art in light of the above teachings. will be. The invention is not limited by these variations and modifications, but is limited only by the claims appended hereto.

10: Base plate
12: foundation bottom reinforcing bar
14:
16: Pillar Cast Iron
20: Punching Shear Stiffener
21: filling small hole
22: Filling hole
24: Skirt portion
30: Stiffener support mechanism
32: Circular support ring

Claims (6)

The column main rope 16 is placed at a position where the foundation lower reinforcing bars 12 and the base upper reinforcing bars 14 are laid out at the base plate 10 or the slab position to be installed and the columns 18 are to be placed at the base plate 10, ;
A suitable number of punching shear stiffeners 20 are disposed in correspondence with the shape of the end face of the column 18 around the lowermost side end face of the column casting reinforcement 16 so that a portion having a large diameter is moved upward (18) and disposed under and directly underneath the base upper reinforcing bars (14);
The concrete is filled in the inner and outer portions of the punching shear reinforcement 20 so that the concrete is laid and cured in the reinforced reinforcing bars 12, 14 and 16 so that the three-dimensional concrete is compressed simultaneously with the interruption of the punching transfer cracks;
The punching shear stiffener 20 is a conical shape having a constant height made of a steel plate having a predetermined thickness and is provided with a filling hole 21 having a small diameter at one end and a filling hole 22 having a relatively large diameter at the other end, And a skirt portion (24) for forming a concrete filling chamber (23) opened toward the filling hole (22) from the filling small hole (21) is provided in the base plate How to increase the strength. The method according to claim 1,
The punching shear stiffener 20 is installed in a number corresponding to the four sides of the minimum pillar 18 when the pillar 18 has a rectangular cross section and is welded to the base upper reinforcing bar 14 Wherein a hole (24a) formed in the punching shear reinforcement (20) and a base upper reinforcing bar (14) are fixedly connected by a wire. The method according to claim 1,
The punching shear stiffener 20 is circularly arranged at a minimum spacing of 4 or more within a maximum mutual tangent of the pillars 18 when the pillars 18 have a circular cross section, And the hole 24a formed in the punching shear stiffener 20 and the base upper reinforcing bar 14 are fixedly connected by a wire and fixed. 4. The method of claim 2 or 3,
Wherein the punching shear stiffener is supported and joined to the circular support ring of the stiffener support mechanism provided on the foundation plate. . A punching shear reinforcement for increasing the strength of a base plate,
(21) having a small diameter at one end, a filler hole (22) having a relatively large diameter at the other end, and a filler hole And a skirt portion (24) for forming a concrete filling chamber (23) opened toward the filling hole (22). 6. The method of claim 5,
And a circular support ring (32) connected to an upper end of the ring leg (31) and joined to an outer surface of the skirt section (24). The separating stand - alone punching shear stiffener .
KR1020150160679A 2015-11-16 2015-11-16 Punching share stiffening member of separation type and strength enhancement manufacturing method of foundation slab using of the same KR101750176B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112632665A (en) * 2020-12-18 2021-04-09 中国二十冶集团有限公司 BIM modeling method for special-shaped upper cup opening of equipment foundation

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KR102654273B1 (en) 2023-05-16 2024-04-03 (주)렉스코 Steel composite precast piers with shear reinforcement bars connected to steel columns and construction method of the same

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KR101247201B1 (en) * 2012-09-05 2013-03-25 신세계건설(주) Reinforcement member for preventing punching shear and construction method using the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112632665A (en) * 2020-12-18 2021-04-09 中国二十冶集团有限公司 BIM modeling method for special-shaped upper cup opening of equipment foundation
CN112632665B (en) * 2020-12-18 2023-03-14 中国二十冶集团有限公司 BIM modeling method for special-shaped upper cup opening of equipment foundation

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