KR100988158B1 - Connecting apparatus for bricklaying interval for masonry construction - Google Patents

Connecting apparatus for bricklaying interval for masonry construction Download PDF

Info

Publication number
KR100988158B1
KR100988158B1 KR1020100077713A KR20100077713A KR100988158B1 KR 100988158 B1 KR100988158 B1 KR 100988158B1 KR 1020100077713 A KR1020100077713 A KR 1020100077713A KR 20100077713 A KR20100077713 A KR 20100077713A KR 100988158 B1 KR100988158 B1 KR 100988158B1
Authority
KR
South Korea
Prior art keywords
pair
support plates
elastic
pinion
corners
Prior art date
Application number
KR1020100077713A
Other languages
Korean (ko)
Inventor
우종범
Original Assignee
주식회사 서원종합건축사사무소
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 주식회사 서원종합건축사사무소 filed Critical 주식회사 서원종합건축사사무소
Priority to KR1020100077713A priority Critical patent/KR100988158B1/en
Application granted granted Critical
Publication of KR100988158B1 publication Critical patent/KR100988158B1/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00—Building elements of block or other shape for the construction of parts of buildings

Abstract

PURPOSE: A hollow masonry wall connection device for construction is provided to elastically connect bricks corresponding to gaps between bricks. CONSTITUTION: A hollow masonry wall connection device for construction comprises a pair of support plates(100), a elastic unit(200), a plurality of latching members(130), a plurality of elastic joint globe(120), a pair of racks and a pinion. The support plate is arranged in an interval between multi unit walls(10). The elastic unit connects elastically a pair of support plates at a right position. The latching member has a hook which is inserted in a barrier groove(11) formed in the outside edge part of the multi unit wall and is connected to the outside four directions edge part of the support plate using hinge.

Description

CONNECTING APPARATUS FOR BRICKLAYING INTERVAL FOR MASONRY CONSTRUCTION}

The present invention relates to a space stacking connection device for building construction, which is located in the space between the masonry walls, as well as the elastic connection of the masonry walls with each other, for building construction that can easily connect the walls corresponding to the spaced space between the masonry walls It relates to a space stack connection device.

Typically, masonry construction with cement bricks is used for wall construction of multi-family houses. In the case of space stacking, insulation or panel is generally inserted in the intermediate space.

Two walls face each other with a space between them, and it is common to connect the two walls with a connecting material. As a connecting material, a piece of brick may be used, or a bent hardware may be used, in which case the hardware may easily fall out or fall out of the original installation position. Once the walls have been rebuilt, it is not easy to check that the connections are connected properly.

When the block brick is used as a connecting material, if the width of the space stacking does not match the length or size of the block brick, the masonry work is difficult to proceed smoothly. Even when the bent hardware is used, the connection effect of the original hardware itself becomes larger and smaller, so it is difficult to always produce the same connection effect as the original connection. to be. The two walls facing each other also have the power to deform. When the two walls are opened, the finishing work becomes difficult. Only bricks and hardware can be joined to freeze the two walls, but it is difficult to resist deformation.

In recent years, there is a need for the development of a space stacking connection device for a multi-unit house construction, which can maintain the gap between the two masonry walls against the deformation force of the two masonry walls against each other.

The present invention has been made to solve the above problems, and an object of the present invention is to be located in the space between the masonry walls, as well as to elastically connect the masonry walls with each other, to easily correspond to the spaced space between the masonry walls It is to provide a space stacking connection device for building construction to connect the walls.

In a preferred aspect, the present invention provides a space stack connection device for building construction.

The space stacking connection device for building construction includes a pair of support plates disposed in a space between masonry walls stacked side by side; An elastic unit which elastically connects the pair of support plates to each other at a plurality of positions to form an elastic force in a direction facing each other; A plurality of locking members hinged to the outer four corners of the pair of support plates and having a locking ring to be hooked to a locking groove formed at the outer edge of the masonry wall; A plurality of elastic connectors formed on inner four corners of the pair of support plates and connected to elastic lines of a predetermined length; A pair of racks protruding a predetermined length from an inner portion of each of the pair of support plates and having a play vertically therebetween; A pinion disposed between the pair of racks, the pinion for interlocking the pair of racks to the left and right and performing left and right flow of the pair of support plates because the outer circumference is gear connected and rotated; A motor for rotating the pinion; A pair of pressure sensors installed on the pair of support plate outer surfaces to measure contact pressure with the masonry wall; And a controller which receives the contact pressure measured from the pressure sensor and drives the motor to rotate the pinion so that the contact pressure reaches a preset reference pressure.

Here, each of the locking members,

A hinge end formed at an outer four corner portion of the pair of supporting plates, a locking member body having one end connected to the hinge end and having a predetermined length, and the locking ring formed at the other end of the locking member body,

It is preferable that an elastic body having a predetermined thickness is further formed on an outer surface of the pair of support plates to elastically contact the outer surfaces of the masonry walls.

The elastic unit protrudes into an inner surface of any one of the pair of support plates, and includes a plurality of first pipes having holes having a predetermined depth, and an inner surface of the other one of the pair of support plates. It is preferable to have a second pipe which protrudes, the one end of which is fitted into the hole of the first pipe, and an elastic spring provided in the hole to elastically support one end of the second pipe.

In addition, the elastic lines connected to the elastic connectors formed on the inner four corners of the pair of support plates

Intersecting and connected to other elastic connectors formed on the inner four corners of the other pair of support plates,

The elastic lines preferably form a certain elastic force between the pair of support plates and the other pair of support plates.

The present invention has the effect of being located in the space between the masonry walls to elastically connect the masonry walls to each other, and to easily connect the walls corresponding to the spaced space between the masonry walls.

In addition, the present invention is to facilitate the elastic connection between the space stacking connecting devices for building construction in the case of connecting the walls in multiple locations of the space between the masonry walls, including the space connection connecting device for building construction including elastic connection force between the facing walls By forming an additional elastic connection force between them has the effect of forming the elastic wall in multiple directions the masonry walls.

1 is a side view showing an example in which the space stacking connection device for building construction of the present invention is installed.
Figure 2 is a side view showing a stacking device for building construction of the present invention.
3 is a plan view showing a space stacking connection device for a building construction of the present invention.
Figure 4 is a front view showing a space stacking connection device for a building construction of the present invention.
5 is a cross-sectional view showing an elastic unit according to the present invention.

Hereinafter, with reference to the accompanying drawings, a space stacking connection device for building construction of the present invention will be described.

1 to 4, the building stacking connection device of the present invention is a pair of support plates 100 disposed in the space between the masonry walls 10 stacked side by side and the pair The elastic plate 200 to elastically connect the support plates 100 at a plurality of positions to each other, and to form an elastic force in a direction facing each other, and the hinges H at outer corners of the pair of support plates 100. A plurality of locking members 130 having a locking ring 132 connected to the locking grooves 11 formed at the outer edges of the masonry wall 10, and the pair of support plates 100. It is formed in the inner four corners of the, and includes a plurality of elastic connectors 120 are connected to the elastic line (W) of a predetermined length.

Referring to FIG. 2, each of the engaging members 130 may have a hinge end H formed at an outer four corner portion of the pair of support plates 100 and one end connected to the hinge end H. And a locking member body 131 having a predetermined length, and the locking ring 132 formed at the other end of the locking member body 131. Here, the locking ring may be bent at a right angle as shown in the figure, although not shown in the figure, it may be bent in a hook shape.

In addition, an elastic body 400 having a predetermined thickness may be further formed on the outer surfaces of the pair of support plates 100 to elastically contact the outer surfaces of the masonry walls 10. Its elastic body 400 may increase the adhesion between the outer surface of the walls 10 and the outer surface of the support plate 100, and may provide a variable thickness that can correspond to various separation spaces between the walls (10). have.

2 and 5, the elastic unit 200 protrudes into an inner surface of any one of the pair of support plates 100, and a plurality of agents in which holes 210a of a predetermined depth are formed. The first pipe 210 and the second pipe 220 which protrudes to the inner surface of the other of the pair of support plates 100, one end of which is fitted into the hole 210a of the first pipe 210 and And an elastic spring S installed in the hole 210a to elastically support one end of the second pipe 220. Here, a first catching jaw 211 is formed on the inner circumference of the hole 210a of the first pipe 210 to cover the second catching jaw 221 formed at one end of the second pipe 220.

In addition, referring to Figure 1, the elastic lines (W) connected to the elastic connector 120 formed in the inner four corners of the pair of support plate 100 is the other pair of support plate 100 ) Are intersected with and connected to the other elastic connectors 120 'formed at the inner four corners of the sheet.

Accordingly, the elastic lines W may form a predetermined elastic force between the pair of support plates 100 and the other pair of support plates 100 ′.

Accordingly, the present invention facilitates the elastic connection between the space stacking connecting devices for building construction in the case of connecting the walls 10 at multiple positions of the space between the masonry walls 10, facing the walls 10 Additional elastic connection force between the space stacking connection devices for building construction, as well as the elastic connection force between the building walls 10 can be formed in the elastic connection in multiple directions.

In addition, the present invention is disposed between the pair of racks (710,720) and the pair of racks (710,720) having a predetermined length protruding from the inner portion of each of the pair of support plates (100) and the vertical gap therebetween, the outer periphery The gear is connected and rotated by the pinion 740 for interlocking the pair of racks (710,720) to the left and right and the left and right flow of the pair of support plates 100, and the motor for rotating the pinion (740) (M) and a pair of pressure sensors 730 which are provided on an outer surface of the pair of support plates 100 to measure contact pressure with the masonry wall 10, and are measured from the pressure sensors 730. And a controller 750 which receives the contact pressure and drives the motor M to rotate the pinion 740 such that the contact pressure reaches a preset reference pressure.

The pressure sensors 730 measure the contact pressure with the masonry walls 10 in real time and transmit this contact pressure to the controller 750. The controller 750 determines whether the contact pressure reaches the reference pressure, and rotates the pinion 740 in a predetermined direction using the motor M to reach the reference pressure.

Accordingly, as the pinion 710 rotates, the pair of racks 710 and 720 interlock in a direction facing each other or in a corresponding direction. Accordingly, the pair of support plates 100 on which the pair of racks 710 and 720 are installed may flow in a direction facing each other or in a corresponding direction.

The present invention can monitor and manage in real time such that the contact pressure between the pair of support plates 100 and the masonry walls 10 always reaches a reference pressure.

100, 100 ': support plate
110: step
120,120 ': Elastic connector
130: locking member
200: elastic unit
W: elastic line

Claims (3)

A pair of support plates disposed in the space between the masonry walls stacked side by side;
An elastic unit which elastically connects the pair of support plates to each other at a plurality of positions to form an elastic force in a direction facing each other;
A plurality of locking members hinged to the outer four corners of the pair of support plates and having a locking ring to be hooked to a locking groove formed at the outer edge of the masonry wall;
A plurality of elastic connectors formed on inner four corners of the pair of support plates and connected to elastic lines of a predetermined length;
A pair of racks protruding a predetermined length from an inner portion of each of the pair of support plates and having a play vertically therebetween;
A pinion disposed between the pair of racks, the pinion for interlocking the pair of racks to the left and right and performing left and right flow of the pair of support plates because the outer circumference is gear connected and rotated;
A motor for rotating the pinion;
A pair of pressure sensors installed on the pair of support plate outer surfaces to measure contact pressure with the masonry wall; And
And a controller configured to rotate the pinion by driving the motor to receive the contact pressure measured from the pressure sensor so that the contact pressure reaches a preset reference pressure. The method of claim 1,
Each of the locking members,
A hinge end formed at an outer four corner portion of the pair of supporting plates, a locking member body having one end connected to the hinge end and having a predetermined length, and the locking ring formed at the other end of the locking member body,
An outer surface of the pair of support plates is further formed with an elastic body of a predetermined thickness to elastically contact the outer surface of the masonry walls,
The elastic unit,
A plurality of first pipes protruding into an inner surface of any one of the pair of support plates, and a plurality of first pipes having holes having a predetermined depth, and protruding into an inner surface of the other one of the pair of support plates, and the first pipe And a second pipe, one end of which is fitted into a hole in the hole, and an elastic spring installed in the hole to elastically support one end of the second pipe. Claim 3 was abandoned when the setup registration fee was paid. The method of claim 1,
Elastic lines connected to the elastic connectors formed on the inner four corners of the pair of support plates
Intersecting and connected to other elastic connectors formed on the inner four corners of the other pair of support plates,
And the elastic lines form a predetermined elastic force between the pair of support plates and the other pair of support plates.
KR1020100077713A 2010-08-12 2010-08-12 Connecting apparatus for bricklaying interval for masonry construction KR100988158B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020100077713A KR100988158B1 (en) 2010-08-12 2010-08-12 Connecting apparatus for bricklaying interval for masonry construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020100077713A KR100988158B1 (en) 2010-08-12 2010-08-12 Connecting apparatus for bricklaying interval for masonry construction

Publications (1)

Publication Number Publication Date
KR100988158B1 true KR100988158B1 (en) 2010-10-18

Family

ID=43135503

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020100077713A KR100988158B1 (en) 2010-08-12 2010-08-12 Connecting apparatus for bricklaying interval for masonry construction

Country Status (1)

Country Link
KR (1) KR100988158B1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101136794B1 (en) 2011-11-16 2012-04-23 (주)정림종합엔지니어링건축사사무소 Connecting apparatus for bricklaying interval for masonry construction
KR101368200B1 (en) * 2013-09-30 2014-03-03 (주)부건종합건축사사무소 Connecting apparatus for bricklaying interval for masonry construction
KR101391296B1 (en) 2014-02-04 2014-05-02 주식회사 서원종합건축사사무소 Lintel assembly
KR101442491B1 (en) * 2014-02-10 2014-09-22 주식회사 길건축사사무소 Connecting apparatus for bricklaying interval for masonry construction
CN116290474A (en) * 2023-05-17 2023-06-23 承德石油高等专科学校 Assembled building connecting part

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1171860A (en) 1997-06-27 1999-03-16 Kaiee Techno:Kk Concrete block connecting structure and connector used therefor
KR20030028124A (en) * 2001-09-27 2003-04-08 고대석 piling up method of concrete blocks using connecting rod with expansion joint
JP4146929B2 (en) 1998-04-10 2008-09-10 ランデス株式会社 Gabion block connection structure
KR20100071237A (en) * 2008-12-19 2010-06-29 삼성중공업 주식회사 Apparatus for connecting concrete blocks of a floating structure in sea

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1171860A (en) 1997-06-27 1999-03-16 Kaiee Techno:Kk Concrete block connecting structure and connector used therefor
JP4146929B2 (en) 1998-04-10 2008-09-10 ランデス株式会社 Gabion block connection structure
KR20030028124A (en) * 2001-09-27 2003-04-08 고대석 piling up method of concrete blocks using connecting rod with expansion joint
KR20100071237A (en) * 2008-12-19 2010-06-29 삼성중공업 주식회사 Apparatus for connecting concrete blocks of a floating structure in sea

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101136794B1 (en) 2011-11-16 2012-04-23 (주)정림종합엔지니어링건축사사무소 Connecting apparatus for bricklaying interval for masonry construction
KR101368200B1 (en) * 2013-09-30 2014-03-03 (주)부건종합건축사사무소 Connecting apparatus for bricklaying interval for masonry construction
KR101391296B1 (en) 2014-02-04 2014-05-02 주식회사 서원종합건축사사무소 Lintel assembly
KR101442491B1 (en) * 2014-02-10 2014-09-22 주식회사 길건축사사무소 Connecting apparatus for bricklaying interval for masonry construction
CN116290474A (en) * 2023-05-17 2023-06-23 承德石油高等专科学校 Assembled building connecting part
CN116290474B (en) * 2023-05-17 2023-07-21 承德石油高等专科学校 Assembled building connecting part

Similar Documents

Publication Publication Date Title
KR100988158B1 (en) Connecting apparatus for bricklaying interval for masonry construction
US9267295B2 (en) Suspension rails for panel veneer systems
US20080168735A1 (en) Building panel
CA2932038C (en) Quick connecting device and shower room assembly
WO2006017582A3 (en) Roof and wall covering with improved corner construction
US8397467B2 (en) Methods and apparatus for concrete panel connections
CN217557495U (en) Panel and surface covering
KR101429057B1 (en) External insulation wall system for buildings and construction method using the same
GB2496865A (en) Lining board mounting which accommodates movement in the plane
US20110094177A1 (en) Tiling system
ITFI20100169A1 (en) SYSTEM OF CASSERI IN PERDERE WITH WHICH COMPOSES MODULAR FORMWORK FOR THE CONSTRUCTION OF WALLS IN CONCRETE OF COMPLEX FORM.
KR100998876B1 (en) Connecting unit for bricklaying interval for masonry construction
KR101136794B1 (en) Connecting apparatus for bricklaying interval for masonry construction
CN210767683U (en) Flue mounting frame body and flue mounting structure applying same
KR100986590B1 (en) Connecting apparatus for bricklaying interval for masonry construction
KR100545053B1 (en) Connecting device of bricklaying with interval or gap using at a brick and masonry work in an apartment house in a housing complex and the method constructing the same
CN210552004U (en) Corner leaking stoppage building PC prefabricated laminated board die
US11591791B2 (en) Masonry block system
CN207974408U (en) Whole external corner
CN105178618B (en) A kind of band floats the working protective frame of the prefabricated out-hung panel of window
WO2014200444A1 (en) Concrete block steel reinforcement wall panel having a channel and a slot on front face
CN114606980B (en) Fixing method for steel edge water stop belt of deformation joint socket of underground pipe gallery structure
CN210562802U (en) Portable is full of permanent stone shear force wall structure and is full of permanent stone shear force wall
US20230003243A1 (en) Resilient connector and methods of use of same
AU2008331422B2 (en) Wall construction methods

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20131004

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20141006

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20151005

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20161007

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20181010

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20191008

Year of fee payment: 10