CN108138483A - Build the anti-shock methods of slab - Google Patents

Build the anti-shock methods of slab Download PDF

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Publication number
CN108138483A
CN108138483A CN201680055753.XA CN201680055753A CN108138483A CN 108138483 A CN108138483 A CN 108138483A CN 201680055753 A CN201680055753 A CN 201680055753A CN 108138483 A CN108138483 A CN 108138483A
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CN
China
Prior art keywords
slab
wall
elastomeric element
building
block
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.)
Pending
Application number
CN201680055753.XA
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Chinese (zh)
Inventor
崔源玉
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Quan Xiangxiu
Original Assignee
Quan Xiangxiu
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Filing date
Publication date
Application filed by Quan Xiangxiu filed Critical Quan Xiangxiu
Publication of CN108138483A publication Critical patent/CN108138483A/en
Pending legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/024—Structures with steel columns and beams
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • 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
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • 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
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/50—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having a general shape differing from that of a parallelepiped
    • 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
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/52—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
    • 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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2418—Details of bolting
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2454—Connections between open and closed section profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0245—Pegs or pins
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0254—Tie rods
    • 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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2002/565—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with a brick veneer facing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/06—Material constitution of slabs, sheets or the like of metal
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Building Environments (AREA)

Abstract

A kind of anti-shock methods for building slab are provided according to the present invention, are included the following steps：Elastic component is inserted into so that pellet and outer piece flexibly contact, and form for the outer wall installation steps of the wall closed with the inner core agllutination；Side elastomeric element installation steps in the beam side for separating space secure resilient member of the inner face of two end sides of beam and outer wall；Intervene elastomeric element installation steps above above the beam between the decorative panel and the beam being arranged on above the beam；The slab forming step of the upside installation decorative panel of elastomeric element, dry heating panel and floor decorative plate above described；By the slab side decoration step for separating position and being sealed processing between the side end face of slab and outer wall inner peripheral surface.The present invention can ensure that the shock resistance of the slab in the building built using building block, join domain between the wall and slab that are provided by building block can provide anti-seismic performance by using elastic device, there is shock resistance so as to mitigate while directly impact is transmitted, and it prevents from being transmitted to lower floor from the impact noise that slab transmits, and may be performed simultaneously the effect of cut-out noise.

Description

Build the anti-shock methods of slab
Technical field
The present invention relates to a kind of anti-shock methods for building slab, this method is used in construction, uses building block It is formed after wall, the building panel with outstanding shock resistance is obtained in the wall upper mounting plate base being made of building block Base.
Background technology
The Aseismic Design of building is to cope with the disasters such as earthquake, high wind or extraneous be transmitted to the external force of building and set Meter, for reinforcing cylinder structure and beam body structure and cylinder and the binding site of beam body, and form the sky of building Between the slab of floor or ceiling be supported on the top of beam casting.
At this point, the beam construction object and slab are integrally formed mostly by pouring into a mould concrete, in this constructing structure, resist Shock stability is poor, and structural stability is difficult to ensure that in the case of skyscraper.
On the other hand, another method of construction earthquake-resistant structure object is to install slab on the top of girder construction and set energy Enough buffer the slab method of construction of the vibration abatement (antishock device) of the vibrations between girder construction and slab.
But in the setting method of existing antidetonation slab, due to setting slab on the top of girder construction, even if Sandwiched has the antishock device of pooling feature between beam construction object and slab, when the vibrations and impact that building occurs, shake Dynamic and impact is transmitted to slab by column structure and beam construction object and antishock device, so as to prevent slab from swinging.
In addition, due to installing slab on the top of beam construction object, setting, which has, between beam construction object and slab delays When rushing the antishock device of function, the floor height that there are problems that building reduces.
In view of the above problems, Korean Patent mandate the 10-1404814th (on June 12nd, 2014 is open) discloses one kind The method that antidetonation swings slab is built, is provided with slab being movably arranged under the beam construction object with respect to plane Portion carrys out the suspension component of suspension strut, and sets the suspension relatively described slab of component and the beam construction object movably With reference to mobile combining unit, wherein, the suspension component, which has, movably passes through the slab and the beam construction object Rod shape is formed with the engaging portion combined with the mobile combining unit, the mobile combination in the both side ends of length direction Unit has a pair of mobile supporter and mobile bonded block, and mobile supporter has movably passes through the suspension structure respectively The through hole of the both side ends of part, the combination of mobile bonded block and the suspension component across the mobile supporter Portion is movably supported at the mobile supporter.
In the case of above-mentioned patent, the reduction of the floor height of building can be minimized, and allows slab with relatively flat Face can not be ensured movably by suspension strut by shock resistance caused by vertical tremor.
In addition, Korean Patent Publication No. the 10-2008-005717th discloses " slab anti-seismic structure ", in the art, In the basic structure for forming spine parts and beam, in the one side for being set to the slab of the beam and the spine parts Space intervention elastomeric element between one side, the elastomeric element are selected from rubber, plastics, timber and polystyrene foam plastics Any of, and set and between slab and beam along the periphery of spine parts.
However, in the case of above-mentioned technology, by using as the rubber of elastomeric element, plastics, timber and polyphenyl second Any one selected in alkene foamed plastics can not substantially ensure impact resistance and anti-vibration caused by the vibrations of slab Property.
In addition, in addition to the techniques described above, in the case of the building for using PC steel billets, in order to ensure shock resistance, into The compound construction method gone using half steel billet (half PC steel plates) progress PRC (precast reinforced layer construction method).
Above-mentioned PRC complex methods are to construct PC (precast concrete) with reinforced concrete frame (Rahmen) structure, this Kind of method is to transport the PC components such as plant-manufactured PC columns, PC beams, half steel billet and be assembled into scene, then pass through at the scene by Covering layer concrete is placed on the top between component joint portion and half steel billet and the method by the structure assembly together.
However, in many cases, construction is by directly using building block construction of buildings on-site rather than leading to The method crossed the method for cast-in-site or scene is transferred to after the cast of PC components carries out.
By " the outer block of antidetonation assembly type of the Korean Patent mandate the 10-1365486th of the present inventor's prior authorizations The manufacturing method of unit " or Korean Patent mandate the 10-1365487th " antidetonation assembly type module unit " and Korean Patent are awarded It weighs in No. 10-1365485 " antidetonation assembly type module unit structure and the construction method of antidetonation wall " and only by existing PC components The construction method of structure or cast on-site is different, it is contemplated that the integrality and stability of significant shortening and the construction of air of constructing And construction method started etc. is gradually developed and is adopted as practice of construction method.
But even if the wall of building is formed with prefabricated shock-proof block, it is also difficult to ensure the anti-seismic performance of slab, To remedy this, it can be envisaged that be suitable for the structure of antishock device using above-mentioned beam construction object and slab, but such as above-mentioned finger The problem of going out can not avoid the problem that floor height reduces.
Invention content
Technical problems to be solved
The present invention be in view of the problems and propose, go out in the prior art it is intended that the present invention solves The existing above problem, and ensure the shock resistance of the slab in the building built using building block.
In addition, another object of the present invention is to provide the companies between a kind of wall and slab provided by building block Anti-seismic performance can be provided by using elastic device by connecing region, be prevented so as to mitigate while directly impact is transmitted from slab The impact noise of transmission is transmitted to lower floor, and may be performed simultaneously the effect of cut-out noise.
Technical solution
In order to realize the purpose, it is of the invention, including：Elastic component is inserted into so that pellet and outer piece flexibly contact, and structure Into for the outer wall installation steps of the wall closed with the inner core agllutination；
Side elastomeric element in the beam side for separating space secure resilient member of the inner face of two end sides of beam and outer wall Installation steps；
Intervene elastomeric element peace above above the beam between the decorative panel and the beam being arranged on above the beam Fill step；
The slab of the upside installation decorative panel of elastomeric element, dry heating panel and floor decorative plate is formed above described Step；
By the slab side decoration step for separating position and being sealed processing between the side end face of slab and outer wall inner peripheral surface Suddenly.
Advantageous effect
Therefore, the present invention overcomes the problems, such as that above-mentioned other technologies propose, especially for ensuring what is built using building block The shock resistance of slab in building, the join domain between the wall and slab that are provided by building block can be by using bullet Property device anti-seismic performance is provided, prevent from being transmitted to from the impact noise that slab transmits so as to mitigate while directly impact is transmitted Lower floor, and may be performed simultaneously the effect of cut-out noise.
Description of the drawings
Fig. 1 is the figure for an example for showing the outer wall installation steps in the present invention.
Fig. 2 is that the outer block of the composition outer wall of Fig. 1 is supported and installed, Ran Hou by core member and the difference pipeline of centre etc. Described outer piece of interior block hollow portion is inserted into pellet respectively with semi-hollow portion side, in the form of completing to fix support by elastic component The figure of working condition.
Fig. 3 is the enlarged drawing for only detaching outer block and pellet of Fig. 2.
Fig. 4 is the figure shown by operation can continuously be repeated after the operation of Fig. 1 to Fig. 3 progress outer walls.
Fig. 5 is to show that the repetition operation by Fig. 1 to Fig. 4 forms the schematic diagram of the state of outer wall.
Fig. 6 is to show to be used for the formation inner wall for dividing interior of building after the outer wall for installing building according to Fig. 5 Figure.
Fig. 7 is to show to install the signal of the state of beam supported by the upper end of the inner wall after inner wall is formed by Fig. 6 Figure.
The end side and connection status between pipe respectively that Fig. 8 is the beam for showing to be supported by the upper end of inner wall according to Fig. 7 Partial enlarged view.
Fig. 9 is shown after the beam installation of Fig. 8 is completed, and the signal of the example of elastomeric element above is set above the beam Figure.
Figure 10 is to show to set the figure of side elastomeric element respectively in the both sides of Ben Faming beam end side.
Figure 11 is to show the figure of slab elastic component that the present invention uses.
Figure 12 is the flow chart for showing the difference step of the present invention.
Specific embodiment
The present invention building slab anti-shock methods, which is characterized in that install and use building block construct outer wall with it is interior The upper end of the wall of wall and the perforation inner wall is come the beam that supports, to ensure that the upper end of the beam has the slab of shock resistance Installation method,
There is interior pellet in the inner core side position for forming the outer wall of building, core member be inserted into the center of the interior pellet, The outer wall installation steps of wall are formed with pellet and elastic component, outer piece by block hollow portion and end side by using outer piece Semi-hollow portion is formed, and pellet is inserted in described outer piece of block hollow portion and semi-hollow portion, and elastic component is used for core described in Elastic Contact Between block and outer piece；
Two end sides of beam and the inner face of outer wall supported by the upper end of the inner wall have spaced apart regions, and side is elastic Component is fixed on the installation steps of the side elastomeric element of the beam side of the spaced apart regions；
It is intervened between the decorative panel and the beam being arranged on above the beam upper above the beam of elastomeric element above The installation steps of surface elastic component；
After the installation steps of elastomeric element above above the beam are completed, pacify in the upside of the elastomeric element above Fill the slab forming step of decorative panel, dry heating panel and floor decorative plate；And
By between the side end face of slab formed by the slab forming step and the inner peripheral surface of outer wall separate position into The slab side decoration step of row sealing processing.
Hereinafter, it will be described in detail with reference to the accompanying drawings the preferred embodiment of the present invention.
The term or word used in present specification and claims is not necessarily to be construed as conventional lexical meaning, hair The concept that a person of good sense can suitably define term describes to invent in the best way, therefore, should the invention is constructed as and this hair The consistent meaning and concept of bright technological thought.Therefore, the knot shown in the embodiment and attached drawing described in description of the invention Structure is only presently most preferred embodiment of the invention, does not represent all technological thoughts of the present invention, it is understood that can replace more Kind equipollent and modification.
The present invention proposes a kind of building block of use with shock resistance to build the antidetonation of the building slab of building Method.
Fig. 1 is the figure for an example for showing the outer wall installation steps in the present invention, is included in by the beam of the upper end support of inner wall The step S100 of side elastomeric element between outer wall is installed, installs and uses between the decorative panel on above the beam In the step S200 for absorbing the upwardly or downwardly top elastomeric element of vibration force, for completing the slab forming step of slab S300, for completing the slab side decoration step S400 of completion outer wall contacted with the outermost wall of slab.
Installation steps-the S100 of outer wall
In the present invention, after constructing outer wall 10 and inner wall 20 by using building block, installation is supported on inner wall 20 Above on slab 100 to ensure anti-seismic performance of the earthquake when disasters occurs, in this step, in installation side elastic portion Outer wall 10 is installed, the outer wall 10 is as shown in Fig. 1 to 2, and in order to ensure shock resistance, outer wall 10 is carried out using building block before part Construction processing.
For example, such as the license 10-1365485 disclosure of that of the present inventor, the structure of outer wall 10 has The identical structure that the combination of disclosed outer block 11 and the pellet 12 for the inside for being attached to described outer piece 11 is realized, in institute Outer piece 11 multiple pieces of hollow portion 11a of Inner Constitution are stated, semi-hollow portion 11b, the semi-hollow portion 11b are respectively formed in side end Pass through the block hollow portion for being bonded completion morphology between described outer piece 11 of end.
By using outer piece 11 setting side, the block hollow portion 11a sides of the block 11 outwardly of pellet 12 are perpendicularly inserted combination, Flexible elastic component 13 is forcibly inserted into and is inserted into hole 12a in elastic component, elastic component is inserted into hole 12a and is formed as arc-shaped Shape is set to four ends of the pellet 12 so that is avoided that directly contacting, and can offset between pellet 12 and outer piece 11 Vibration force of outer block 11 etc. is transmitted by elastic component 13.
Form the structure outer block 11 and pellet 12 and elastic component 13 by mutual combination come construct form it is whole The outer wall 10 of body building.
As shown in Fig. 1, Fig. 2 or Fig. 4, when forming outer wall 10 by outer piece 11 and pellet 12, four ends of building can profit It is constructed with the building block with outer piece of 11 different sizes.
For example, interior pellet 14 can be used with the rigidity of building and the corresponding intensity of load to have.
Certainly, the overall load depending on the building to be built and the parameter by structure design can be used or do not adopt With the interior pellet 14.
Interior pellet 14 has substantially " ┑ " shape, and is inserted into H beams in center or is inserted perpendicularly into the state of pipeline respectively, Lower end is fixed on ground.
Described piece hollow portion 14a and semi-hollow portion 14b identical with outer piece 11 of situation is respectively formed at the interior pellet 14, It is firm to enhance in the core member 15 that the inside installation of the block hollow portion 14a of the interior pellet 14 is made of H beams or respectively pipeline Property.
After the core member 15 being inserted into the described piece of hollow portion 14a in the center for being formed in the interior pellet 14, Its end of bottom surface secure bond.
In addition, it is stacked using pellet 12 and elastic component 13 with the entire hollow portion formed by outer piece 11 of semi-hollow portion 11b And combine to be contacted with the semi-hollow portion 14b with interior pellet 14, so as to form the outer wall 10 of building.
Installation steps-the S200 of side elastomeric element
The installation steps S200 of side elastomeric element is after completing to form the construction of inner wall 20 of floor height, and formation is supported in During beam 110 on upper surface, pacify at the side of the beam 110 in the operation of the side and outer wall 10 that connect the beam 110 Fill the process of side elastomeric element 120.
Pass through above-mentioned outer wall installation steps as described above, forming the basic framework of building and forming peripheral outer wall 10 S100 is constructed, while installation is used to form the slab 100 of building storey height, in this step, install the slab 100 it Before, it is forming the outer block 11 of outer wall 10 and is forming side elastomeric element 120 for forming the side of the beam 110 of slab 100.
At this point, when installing outer wall 10, by the beam 110 for being used to support the slab 100 and it is vertically disposed at outer wall 10 Intermediate region H beams or the end of pipeline is connected to each other respectively.
When constructing outer wall 10, interior pellet 14 is located at inner core side, and outer piece 11 and 12 combination settings of pellet are on the side of outer wall 10 On, pipeline 11c is inserted perpendicularly into and is fixed on the central area or the position being equally spaced on block 11 outside of outer wall 10 respectively It puts on the block hollow portion 11a at place, so as to complete the connection operation between the end of the beam 110 and the pipeline 11c respectively.
As shown in figure 8, tablet 11d is weldingly fixed on above pipeline 11c respectively so that the end placement of the beam 110 On above the tablet 11d, and tablet 11d is welded and fixed in the lower end of pipeline 11c` respectively, respectively pipeline 11c` courts Upper direction is fastened on the end of the beam 110.
The tablet 11d and the beam 110 are bolted to.
When completing the end connection operation between difference pipeline 11c and beam 110, side elastomeric element 120 is respectively formed On the both sides of the end of the beam 110 so that the transmission of the vibration force between the end side of beam 110 and outer wall 10 can be inhaled It receives and stops.
As shown in Figure 10, in the side elastomeric element 120, fixed shaped steel is respectively welded in the end both sides of beam 110 121, it is inserted into slab elastic component 122 in the inside of the shaped steel 121 so that the end side of the slab elastic component 122 and beam 110 It is contacted with outer wall 10.
As shown in the figure, the slab elastic component 122 is formed as cutting along the length direction integral cutting of slab elastic component 122 Portion 122a is cut, end side forms side direction inwardly and forms the tapering 122c of conical surface 122b, and is formed for described in incision at equal intervals Multiple conical cut slot 122d of tapering 122c, and with elastic piece 122e.
Beam 110 is prevented with forming the outer block 11 of outer wall 10 by the side elastomeric element 120 equipped with slab shape elastic component 122 It is in direct contact, while elastic physical property is provided, and easily offset in setting from external vibration force or due to earthquake The vibration force Deng caused by, it can be ensured that the vibration resistance of whole building, it can be ensured that according to the slab of side elastomeric element 120 Freedom from vibration caused by the impact absorbing of horizontal vibration power.
Elastomeric element installation steps-S300 above
In this step, elastomeric element installation steps S300 is used to elastomeric element being mounted on through above-mentioned side bullet above Property component installation steps S200 installation beam 110 above on, in general, stacking decorative panel, dry type heating above beam 110 Plate, floor decorative plate etc., for the vibration force from the beam 110 to be prevented to be transmitted to by decorative panel, dry heating panel, floor decorative On the slab 100 of the compositions such as plate.
Elastomeric element 130 has structure as shown in Figure 9 above, and upper flat plate 131 and lower tablet are equally spaced about 132 It is formed in above beam 110, and forms the spring reinforcing member 133 for penetrating through the upper flat plate 131 and lower tablet 132, in institute State the inside setting spring 134 of spring reinforcing member 133 so that the upper flat plate 131 and lower tablet 132 are maintained spaced apart by the same of state When, the vibration transmitted from beam 110 is offset in spring 134.
The vibration force transmitted from outer wall 10 can be by the plate of the side elastomeric element 120 for the beam 110 for forming support slab 100 Base elastic component 122 absorbs, so as to ensure stability, but the vibration force of vertical transmission cannot be cancelled by side pressure.
Therefore, by using elastomeric element 130 above the present invention to offset the vibration force generated in vertical direction, and The vertical force transmitted by beam 110 can be offset.
It hangs down that is, can be buffered to what the slab 100 of building provided by the facility of elastomeric element 130 above this step Nogata to vibration force, so as to ensure shock resistance by the impact absorbing of the vibration force of vertical direction.
Therefore, by the installation steps S200 of the side elastomeric element and the installation steps S300 of elastomeric element is set above The side elastomeric element 120 and elastomeric element 130 above put and constructed absorb and buffer the left and right of slab and up-down vibration power, from And ensure shock resistance.
Slab forming step-S400
When completing the installation of elastomeric element 130 above, decorative panel 200 and dry heating panel 300 and floor decorative plate 400 are sequentially mounted to above the elastomeric element 130 above, and by slab forming step S400.
The installation method of the decorative panel 200 and the installation process of dry heating panel 300 and the peace of floor decorative plate 400 Dress method etc. is techniques known, therefore, omits detailed description.
Meanwhile the slab 100 of the construction completion by decorative panel 200 and dry heating panel 300 and floor decorative plate 400 The whole state detached with the medial surface of outer wall 10 is formed, it, can be with when earthquake or the impact from external force are transmitted to building Vibration force is prevented to be directly delivered to 100 side of slab, as described above, transmitting power by side elastomeric element 120 and elastomeric element above 130 offset.
Slab side decoration step-S500
The step is related to sealing in the side end face and outer wall 10 of slab 100 formed by the slab forming step S400 Between perimeter surface the step of separating position, when the installation for completing the slab 100, the inner peripheral surface of slab 100 and outer wall 10 It is separated from each other.
If as described above, being maintained spaced apart by state, it can offset to be transmitted to by earthquake etc. by side elastomeric element 120 and build The cross force of the vibration force of object is built, but is fragile for interlayer noise.
Therefore, after slab 100 is completed, the spaced portions between the side of slab 100 and the inner peripheral surface of outer wall 10 is led to It crosses organosilicon processing or molding for epoxy resin processing carries out decoration processing to prevent interlayer noise.
This decoration processing can stop interlayer noise, and the transmission type of usually generated interlayer noise passes through column or wall It propagates, in the present case, the phenomenon that component or outer wall 10 can entirely prevent inner wall 20 to be transmitted to outer wall 10 respectively, and And the transmission path of noise is completely cut off and excluded by the decoration for the separating space processing between slab 100 and outer wall 10.
Exemplary embodiment of the present invention specifically illustrates and describes the present invention, but the present invention not by the embodiment and It limits, a variety of modifications and changes can be carried out from the content for those skilled in the art in the invention.
Thus, it can be understood that the technical concept of the present invention should be understood by following claim, and it is impartial or Equivalent change is belonged in the range of the technological thought of the present invention.
Utilization possibility in industry
After forming wall using building block in architecture construction the present invention relates to one kind, for being built by building When the slab set on the wall that block is formed carries out construction processing, there is the utilization in the industry for obtaining the outstanding slab of shock resistance Possibility.

Claims (9)

1. a kind of anti-shock methods for building slab, which is characterized in that install and use building block come outer wall of constructing (10) and inner wall (20) upper end of wall and the perforation inner wall (20) is come the beam (110) that supports, to ensure that the upper end of the beam (110) has There is the installation method of the slab of shock resistance, including：
The outer wall installation steps (S100) of wall are formed by using outer piece (11) and pellet (12) and elastic component 13, outer piece (11) it is made of the semi-hollow portion (11b) of block hollow portion 11a and end side, pellet (12) is inserted in the block of outer piece (11) Empty portion (11a) and semi-hollow portion (11b), elastic component (13) is between pellet described in Elastic Contact (12) and outer piece (11)；
Two end sides of beam (110) supported by the upper end of the inner wall (20) have spaced apart regions with the inner face of outer wall (10), and Side elastomeric element (120) is fixed on to the installation steps of the side elastomeric element of beam (110) side of the spaced apart regions (S200)；
Bullet above above the beam of elastomeric element above is intervened between the decorative panel and the beam being arranged on above the beam The installation steps of property component；
After the installation steps of elastomeric element above above the beam are completed, filled in the upside installation of the elastomeric element above The slab forming step of plaque, dry heating panel and floor decorative plate；And
By between the side end face of slab formed by the slab forming step and the inner peripheral surface of outer wall separate position carry out it is close Seal the slab side decoration step of processing.
2. the anti-shock methods of building slab according to claim 1, which is characterized in that in the outer wall (10) for forming building Inner core side position have interior pellet (14), the interior pellet (14) center be inserted into core member (15) so that with the inner core The adjacent outer block (11) of block (14) combines, and form outer wall (10).
3. the anti-shock methods of building slab according to claim 2, which is characterized in that the core member (15) is selected from H One forms in beam or respectively pipeline.
4. the anti-shock methods of building slab according to claim 1, which is characterized in that vertically insert pipeline (11c) respectively Enter and be fixed on the middle section of the outer wall (10) or the position being equally spaced on block (11) outside at block hollow portion 11a On, and connect between the end of the beam (110) and the pipeline (11c) respectively.
5. the anti-shock methods of building slab according to claim 4, which is characterized in that the end of the beam (110) is with dividing The connection mode that don't bother about road (11c) is that tablet (11d) is weldingly fixed on above the pipeline (11c) respectively, the beam (110) end is mounted on side above the tablet (11d), and is welded and fixed tablet in the lower end of pipeline (11c`) respectively (11d), difference pipeline (11c`) are upwardly-directed fastened on the end of the beam (110).
6. the anti-shock methods of building slab according to claim 5, which is characterized in that the tablet (11d) and the beam (110) it is bolted to.
7. the anti-shock methods of building slab according to claim 1, which is characterized in that installed in the side elastomeric element In step (S200), fixed shaped steel is respectively welded in the end both sides of the beam (110) in the side elastomeric element (120) (121), it is inserted into slab elastic component (122) in the inside of the shaped steel (121) so that the slab elastic component (122) and beam (110) end side is contacted with outer wall (10).
8. the anti-shock methods of building slab according to claim 7, which is characterized in that slab elastic component (122) shape Become, form the cutting part (122a) along the length direction integral cutting of slab elastic component (122), end side forms side inwardly To the tapering (122c) for forming the conical surface (122b), and form multiple conical cuts for cutting the tapering (122c) at equal intervals Slot (122d), and with elastic piece (122e).
9. the anti-shock methods of building slab according to claim 1, which is characterized in that the elastomeric element (130) above Including：Upper flat plate (131) and lower tablet (132) are equally spaced up and down to be formed in above the beam (110), and formed and be used for The spring reinforcing member (133) of the upper flat plate (131) and lower tablet (132) is penetrated through, in the inside of the spring reinforcing member (133) Spring (134) is set so that while the upper flat plate (131) and lower tablet (132) are maintained spaced apart by state, in spring (134) Offset the vibration transmitted from beam (110).
CN201680055753.XA 2015-08-28 2016-08-19 Build the anti-shock methods of slab Pending CN108138483A (en)

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KR1020150121461A KR101727817B1 (en) 2015-08-28 2015-08-28 Of a Substitute of Building of Shear-Keyed Half Slab Using Seismic Isolation.
KR10-2015-0121461 2015-08-28
PCT/KR2016/009144 WO2017039196A1 (en) 2015-08-28 2016-08-19 Seismic construction method of building slab

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KR101727817B1 (en) 2017-05-02

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