CN109415893A - Building structure attachment device and its application method - Google Patents
Building structure attachment device and its application method Download PDFInfo
- Publication number
- CN109415893A CN109415893A CN201780037359.8A CN201780037359A CN109415893A CN 109415893 A CN109415893 A CN 109415893A CN 201780037359 A CN201780037359 A CN 201780037359A CN 109415893 A CN109415893 A CN 109415893A
- Authority
- CN
- China
- Prior art keywords
- joint component
- constracture unit
- attachment device
- end part
- constracture
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 12
- 239000003351 stiffener Substances 0.000 claims description 19
- 239000000463 material Substances 0.000 claims description 12
- 239000004794 expanded polystyrene Substances 0.000 claims description 11
- 229920006389 polyphenyl polymer Polymers 0.000 claims description 3
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 claims description 2
- 239000005977 Ethylene Substances 0.000 claims description 2
- 238000005187 foaming Methods 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 description 13
- 239000010959 steel Substances 0.000 description 13
- 238000003466 welding Methods 0.000 description 8
- 238000005520 cutting process Methods 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 6
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 5
- 239000007787 solid Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 150000001336 alkenes Chemical class 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 229920006248 expandable polystyrene Polymers 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
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
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
- E04B1/6162—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by an additional locking key
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
-
- 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
- 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
- E04B1/388—Separate connecting elements
-
- 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
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5837—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form
- E04B1/585—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form with separate connection devices
-
- 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
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-weight girders, e.g. with precast parts
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Abstract
A kind of method of building structure attachment device (1) and the end part (7) for the end part (3) of at least one the first constracture unit (5) with thickness (T5) to be connected to at least one the second constracture unit (9), attachment device (1) includes: the first joint component (11), is used to be connected to the end part (3) of the first constracture unit (5)；The length that first joint component (11) has corresponds essentially to the thickness (T5) of the first constracture unit (5)；Second joint component (13) is used to be connected to the end part (7) of the second constracture unit (9)；And at least one slender member (20), it is used to be sliding engaged at least one of the first joint component (11) and the second joint component (13), so that the relative movement along at least one direction between the first joint component (11) and the second joint component (13) is prevented from.
Description
Technical field
This application involves a kind of attachment devices.More particularly it relates to a kind of building structure attachment device and one kind
Method for the end part of at least one the first constracture unit to be connected to the end part of at least one the second constracture unit.
Background technique
First constracture unit for example can be batten member, wherein the multiple this batten members being arranged side by side can built
It builds and floor or roof is provided in object.This batten member has the length limited by first end section, is limited by second end section
Width and the thickness that is limited by top side and bottom side.Second constracture unit may, for example, be supporting element, and (such as wall, column, support are horizontal
Beam or pedestal), it is configured to be used to support at least end part of the first constracture unit.
It will be appreciated by those skilled in the art that lath and supporting element must be connected with each other to realize required stability.For
Building structure including steel element provides required stability generally by means of welding and/or being bolted.For by original position
The building structure that the concrete of casting is constituted, usually can be by means of making element (such as wall and floor) reinforcing rib interconnected
To provide required stability.
The building being made of concrete can be made of prefabricated elements, wherein floor or roof by precasting batten member or
It is made of placed side by side with " crossbeam " that forms lath.Concrete walls usually by two or more wall elements placed side by side come
Manufacture is connected with each other generally by means of tongue and recess portion arrangement.
In order to provide required connection between this prefabricated wall elements and between wall elements and batten member, usually make
With so-called " welded plate ".In this case, before concrete is poured into mould bases, it is necessary to be spaced apart from each other welded plate
Ground setting.During erection, the welded plate of docking welds together to provide required connection.However, this connection is not recognized
For moment of flexure can be transmitted between wall elements and batten member.Therefore, lath must be designed to freely support, that is, lath
It is supported on end and rotates freely and do not have the moment of resistance.
In addition, the connection provided by means of welded plate needs that welding is precisely located in mould bases before being poured concrete
Plate, and before welding to comprehensive inspection of the positioning of element.
Summary of the invention
At least one of the shortcomings that the purpose of the present invention is making up or reducing the prior art, or at least prior art
Useful alternative solution is provided.
The purpose is realized by the feature specified in following description and following claims.
The present invention is defined in the independent claim.Dependent claims define advantageous embodiment of the invention.
According to the first aspect of the invention, a kind of building structure attachment device is provided, it is certain thickness for that will have
The end part of at least one the first constracture unit is connected to the end part of at least one the second constracture unit.The attachment device packet
It includes:
- the first joint component is used to be connected to the end part of the first constracture unit；The length that first joint component has
Correspond essentially to the thickness of the first constracture unit；
For being connected to the second joint component of the end part of the second constracture unit；And
At least one slender member is used to slide at least one of the first joint component and the second joint component
It engages dynamicly, so that preventing the relative movement between the first joint component and the second joint component.
The length that slender member has can be more than the length of the first joint component.This has the effect that sliding Cheng Yu
One joint component and each of at least one slender member of the second joint component engagement, which provide, can transmit the rigid of moment of flexure
Property connection.Therefore, the structure including at least one first constracture unit He at least one the second constracture unit can be designed as just
Property frame structure, wherein at least one described first constracture unit and at least one second constracture unit respectively include the first connector
Element and the second joint component.
In the first embodiment, slender member can be the beam with H-shaped or I-beam section.At least the first joint component
The slit of the recess portion for receiving beam flange and the web for receiving beam can be set.Preferably, slit extends through
At least one end part of first joint component, to be arranged to allow slender member or beam relative to the first joint component
Sliding it is mobile.Allow slender member from two ends however, extending through the slit of two end parts of the first joint component
Divide and extends and be preferably as this provides bigger use scope.
Second joint component may include the cavity for receiving and supporting the end part of slender member.Therefore, the second connector
Element can provide closure member for the end part of slender member.Second joint component may be provided with bottom plate, be used to support elongated structure
The end face of part.
In a second embodiment, slender member (20) can be bolt, be configured to for receiving nut to connect first
It provides and is bolted between head at least one of element and the second joint component.
First joint component may include the case portion section being integrated in the end part of the first constracture unit.The setting of case portion section is useful
In at least one perforation for receiving bolt.
Second joint component of attachment device may include the board member to form a part of end part of the second constracture unit,
The board member is provided at least one perforation with the perforation pairing in case portion section.Therefore, bolt can be by case portion section and plate structure
Part connection.
First constracture unit can be batten member, and the second constracture unit can be the branch for being used to support batten member
Support member.Batten member can form a part on floor, and supporting element can form a part of wall.However, supporting element can
To be alternately or in addition arranged on the top of the first constracture unit, i.e., supported by batten member.Therefore, according to the present invention
Attachment device can provide the first constracture unit (such as floor components) and support the second constracture unit of the first constracture unit (all
Such as wall elements) between rigid connection, and/or built in the first constracture unit with other second supported by the first constracture unit
The rigid connection between element is built, i.e., wherein the second constracture unit is arranged on the top of the first constracture unit.
First constracture unit and the second constracture unit can be made of concrete.Preferably, this concrete element is pre-
System.Concrete element can be solid.However, it is typically about 2400-2500kg/m that solid concrete, which has,3It is close
Degree.There are several disadvantages for this high density.Disadvantage first is that processing may this element weighing several tons need it is relatively powerful
Hoisting device.In construction site, arrange that the strength for that may need during the installation of batten member and wall elements promotes dress
Standby entrance may be problematic.It is relevant to heavy type structure to have another disadvantage that for the axis pressure that allows on road network
Limitation, this may cause the more multiple-pass from manufacturer to construction site.It is being difficult to provide the ground of the hoisting device of enough capacity
The shortcomings that side, heavy prefabricated batten member, is even more big.In addition, if standard path be it is poor, road transport may be most
It is challenging.
It will be appreciated by those skilled in the art that the building structure of the constracture unit including high dead load, such as above-mentioned solid slab
Element and wall elements, in the natural calamities such as earthquake may than have ground significant compared with the structure of low-density more easily by
It influences.This exists together with infrastructure and to limited close can be of suitable hoisting device in some countries and regions
The explanation of the fact that the relatively fewer use of the batten member of the above-mentioned type.
Therefore, in order to reduce the dead load of the first constracture unit and the second constracture unit, gathering materials for concrete may include
Graininess expanded polystyrene (EPS).
Patent application PCT/NO2016/050083 of the applicant discloses a kind of plate as the floor in building
Batten member.Lath has the length that is limited by first end section, the width limited by second end section and by top side and bottom side
The thickness of restriction.Batten member is by having the concrete to gather materials including expanded plastic material to be made, and batten member is arranged
There is the reinforcer including upper grid stiffeners and lower grid stiffeners.Batten member is at least by propping up in the part of first end section
Support element support.Batten member includes at least two girder trusses spaced apart, and each girder truss is at least between first end section
Two dimensional range in extend.At least two girder trusses spaced apart are connected to upper grid at upper and bottom section respectively and reinforce
Part and lower grid stiffeners.All reinforcers are all embedded in concrete, wherein concrete gather materials including graininess foam polyphenyl
Ethylene.In one embodiment disclosed in PCT/NO2016/050083, concrete gathers materials only by graininess foaming polyphenyl second
Alkene composition.
Hereinafter, wherein concrete gather materials formed including or by graininess expanded polystyrene (EPS) it is such
Concrete is also referred to as EPS concrete.The use of EPS concrete as the material other than reinforcer has panel element
Effect, so that the density obtained is about the 20-25% of the density of the corresponding lath made of solid reinforcement concrete, and
The density of acquisition is about as the 40-50% for corresponding to the density of lath made of lath wiring inlay.Reduced density will then
The good effect being reduced with reinforcement amount needed for the lath allowed about corresponding higher density.The reinforcement amount of reduction is then
There is positive influence to the total weight of the structure.
The girder truss being embedded in EPS concrete is stablized by EPS concrete and upper grid stiffeners and lower grid stiffeners
The buckling of ground resistance compression stress.It is therefore important that each of these are firmly-fixed to girder truss.EPS concrete
Adhesive force between reinforcer ensures the utilization of the stretch capability of reinforcer.
Two-dimentional girder truss can be formed by silk thread, and including lower boom, top boom and between first end section with
The dip member that zigzag extends between lower boom and top boom.The purpose of dip member is to absorb shearing force.
In one embodiment, girder truss can extend in three dimensions between first end section.Inter alia,
This has the effect of increasing flexion capabilities relevant to the two-dimentional flexion capabilities of girder truss.
This three-dimensional truss beam can be formed by silk thread, and and including lower boom, top boom and in lower boom wind up
The dip member extended between bar with zigzag, at least one of top boom and lower boom include two silk threads spaced apart.
In terms of end part, therefore V-arrangement or Λ shape can be presented at least two girder trusses arranged in a spaced apart manner, or combinations thereof.
It, can be by means of in order to provide firm connector between girder truss and upper grid stiffeners and lower grid stiffeners
Welding provides the connector of reinforcer.
Application PCT/NO2016/050083 further discloses a kind of method for producing plate-shaped slat element, wherein the party
Method includes: offer mould bases；At least two girder trusses with upper and bottom section are positioned to substantially parallel, and grid is added
Strong part is integrated to each of upper and bottom section of girder truss, to generate complete reinforcer；To completely it reinforce
Part is placed on the desired locations in mould bases；And uniform concrete block is prepared, wherein gathering materials for concrete is sent out including graininess
Foamed polystyrene, and by Concrete Filled into mould bases, so that in complete reinforcer insertion homogeneous concrete block.
Plate-shaped slat element disclosed in PCT/NO2016/050083 is particularly suitable for use as the first joint component of carrying
The first constracture unit, and the second constracture unit for carrying the second joint component, the two form connection according to the present invention
A part of device.
Therefore, the first constracture unit and the second constracture unit may include at least two girder trusses spaced apart, each purlin
Set a roof beam in place and at least extend in two dimensional range between end part, at least two girder trusses spaced apart can respectively in upper part and
Lower portion is connected to grid stiffeners and lower grid stiffeners.
In one embodiment of the invention, concrete slab element is provided at least two three-dimensional truss spaced apart
Beam, the three-dimensional truss beam are connected to upper grid stiffeners and lower grid stiffeners at upper and bottom section.
Similar stiffening device can be set in concrete wall element, or by least two two-dimentional truss spaced apart
Beam, the two dimension girder truss are connected to upper grid stiffeners and lower grid stiffeners at upper and bottom section.
In order to realize the rigid connection that can transmit moment of flexure, the first joint component and the second joint component according to the present invention
The end part of the first constracture unit and the end part of the second constracture unit must be respectively fixed to.According to the material of constracture unit,
Joint component can be by means of mechanical connecting device (bolt, silk thread etc.), welding, adhesive device or two kinds in them
Or more combination fix.
In wherein one or two of the first constracture unit and the second constracture unit embodiment made of concrete,
First joint component and the second joint component can be respectively fixed to the first constracture unit and the second constracture unit by means of welding
A part of reinforcer.Alternatively, joint component can be fixed to reinforcer by means of silk thread.
In one embodiment, the end part of each girder truss is provided with the first joint component or the second joint component.
However, the first joint component and the second joint component can alternatively be built by means of for example extending to from joint component
The bar or angle steel built in element are fixed to the first constracture unit and the second constracture unit.This bar or angle steel must be designed to
The anti-power acted on joint component.Concrete itself have to be poured into mould bases by the bar or angle steel and/or joint component
In before, for example and joint component is connected to mould bases it is fixed in correct position.
In one embodiment, the second constracture unit (such as wall elements), which can be set, extends through side (that is, it is thick
Degree) and pass through at least one component hole of the second joint component.Corresponding component can be provided by a part of slender member
Hole.The hole is arranged in the position for allowing the hole to be aligned later in the cavity that slender member slides into the second joint component
Place is inserted into the locking device for preventing slender member from removing cavity in the hole.Locking device usually may be used
To be bar, such as bolt.Nut has can be set in this bolt, to prevent bolt from removing hole.
Therefore, the hole in the second constracture unit, the second joint component and slender member can be prefabricated and be arranged in fair
Perhaps hole is at the position using position alignment.It alternatively, can be by drilling after mounting for receiving the hole of locking device
The element and component are made.
According to the second aspect of the invention, a kind of building including attachment device according to the first aspect of the invention is provided
Build object.
According to the third aspect of the invention we, it provides a kind of by means of attachment device company according to the first aspect of the invention
The method for connecing constracture unit, wherein this method comprises:
It is mutually aligned at least one first joint component with the second joint component；
Engage slender member sliding at the first joint component and the second joint component.
In erection, the first constracture unit is such as the top for being carried on the second constracture unit (such as wall elements)
On floor components, at least one described first joint component and the second joint component can be mutually aligned, so that they are reached
For receiving the mutual correct position of slender member.Hereafter, slender member can be slided into first engages with the first joint component
And it is further engaged with the second joint component.
Alternatively, slender member can be firstly inserted into engage with the second joint component, so that the slender member connects from second
Head element projects upwards.Hereafter, the first joint component of the first constracture unit, which can be slided into, engages and is declined with slender member,
Until the first constracture unit is supported on the top of the second constracture unit.
If the second constracture unit (such as wall elements) alternately or in addition needs on the top of the first constracture unit
(in the case where such as multi-story structure, wherein floor components provide support for wall elements), then slender member can have offer
The length projected upwards from the top surface of the first constracture unit.Then, in addition the second constracture unit (for example, wall elements or
Column) the second joint component can slide into and engaged with slender member outstanding.
As described above, in order to lock the second constracture unit on the top for being supported on the first constracture unit, locking device
It is inserted through hole extending therefrom, by the second connector and passes through slender member.
As long as the first joint component and the second joint component correspondingly in the first constracture unit and the second constracture unit just
Really arrangement, then attachment device will ensure that the correct mutual alignment of constracture unit and be furthermore possible to transmitting moment of flexure rigidity connect
It connects.In addition, can be easily removed by means of the building structure that attachment device according to the present invention assembles.The possibility of this disassembly
Property is particularly useful for temporary building structure.
Detailed description of the invention
In the following, it is described that the example of preferred embodiment shown in the accompanying drawings, in the accompanying drawings:
Fig. 1 shows the perspective view of the object spaced apart of attachment device；
What Fig. 2 showed the end part for being connected in Fig. 1 the first constracture unit shown in right side with larger proportion first connects
Head element；
Fig. 3 shows the top part for being connected to nethermost second constracture unit shown in Fig. 1 with larger proportion
The second joint component；
Fig. 4 shows two the first constracture units that are aligned with each other on the top of the second constracture unit and docking, and
And it further illustrates and is interlocked by the second joint component of the first joint component of the first constracture unit and the second constracture unit
Slender member before；
Fig. 5 a, which is shown, to be declined on the top of the first constracture unit shown in Fig. 4 and is already inserted into slender member
The second constracture unit later；
Fig. 5 b is shown with larger proportion and is installing bowing for the first constracture unit shown in Fig. 5 a after slender member
View；
Fig. 5 c shows the alternate embodiment of attachment device shown in Fig. 5 b with larger proportion；
Fig. 6 show the second constracture unit shown in Fig. 5 a it is connected after building structure；
Fig. 7 shows a part of the building structure after assembling；
Fig. 8 a shows typical slab concrete batten member, includes according to the present invention in opposite end part
One joint component, the concrete slab from the top side that girder truss is shown；
Fig. 8 b shows the batten member of Fig. 8 a in the cross-sectional view of the I-I of Fig. 8 a, and supports the another of batten member
Outer wall elements；
Fig. 9 a shows the section of the line II-II along Fig. 8 a with larger proportion；
Fig. 9 b shows the alternate embodiment of girder truss shown in Fig. 9 a；
Figure 10 a is shown is accordingly connected to the first constracture unit and the second constracture unit before jointing element
First joint component of end part and the alternate embodiment of the second joint component, the second constracture unit is outer wall；
Figure 10 b shows the joint component in Figure 10 a to link together with larger proportion；
Figure 11 a shows similar joint component as shown in Figure 10 a with larger proportion, but wherein the second constracture unit
It is inner wall；
Figure 11 b shows the joint component in Figure 11 a to link together；
Figure 12 a- Figure 12 b shows the alternate embodiment of the joint component in Figure 10 a and Figure 10 b；
Figure 12 c shows the alternate embodiment of the joint component in Figure 11 b；
Figure 13 a shows the cutting of the A-A along Figure 10 a with larger proportion；
Figure 13 b shows the cutting of the B-B along Figure 10 a with larger proportion；
Figure 13 c shows the cutting of the C-C along Figure 10 a with larger proportion；
Figure 14 a show in fig. 11 a shown in the first joint component and the second joint component used in constracture unit；
Figure 14 b shows the first joint component and the second joint component used in the constracture unit shown in Figure 11 b；
Figure 14 c shows the cutting of the D-D along Figure 14 b, i.e., the first joint component seen from above；And
Figure 15 shows first be connected between two the second constracture units similar to embodiment shown in Figure 10 b and builds
Build the main perspective view of element.
Specific embodiment
Position description, such as top, lower section, upper and lower, top, bottom, right side and left side, refer to position shown in the drawings
It sets.
In the accompanying drawings, identical or corresponding element is indicated by the same numbers.For clarity, in some figures
Some elements can not have appended drawing reference.
For sake of explanation, the relative scale of some elements may some distortions.
Appended drawing reference 1 indicates building structure attachment device in the figure.Attachment device 1 is configured at least one
The end part 3 of first constracture unit 5 is connected to the end part 7 of at least one the second constracture unit 9.First building member in the figure
Part 5 is shown as slab concrete lath 5, and the second constracture unit 9 is shown as slab concrete wall elements 9.It such as will be under
What face discussed, each lath 5 and wall elements 9 are provided with reinforcer R.
Concrete slab has length L5, width W5 and thickness T5.Similarly, concrete wall element 9 has length L9, width
Spend W9 and thickness T9.It should be noted that illustrating only each lath 5 and wall elements 9 in Fig. 1 into Fig. 7 and Figure 10 a to Figure 13 c
A part.In general, as shown in Figure 8 a, length L5 and L9 are correspondingly greater than the width W5 and W9 of lath 5 and wall elements 9.
It should be noted that the width W5 of lath 5 can be different from the width W9 of wall elements 9, although Fig. 1, Fig. 4, Fig. 5 a and
It is identical for showing in Fig. 6.
In the first embodiment shown in Fig. 1 to Fig. 8 b, attachment device 1 includes 3 one of end part with concrete slab 5
First joint component 11 of connection, that is, the first joint component constitutes a part of the end part of concrete slab 5.First connector
The length that element 11 has corresponds essentially to the thickness T5 of concrete slab 5, i.e. the longitudinal axis of the first joint component 11 exists
Extend between the top surface and bottom surface of concrete slab 5.
Attachment device 1 further comprises the second joint component 13 with 7 integrally connected of end part of wall elements 9, i.e., second
Joint component 13 constitutes a part of the end part 7 of wall elements 9.In the first embodiment, the second joint component 13 have with
The longitudinal axis that the longitudinal axis extended between the end part 7 of second constracture unit 9 extends in parallel.
In Fig. 1 to Fig. 5 a, concrete itself is shown as transparent, but shows reinforcer.
In the first embodiment, attachment device 1 further comprise for at least one (such as one or two) first
Joint component 11 and at least one interlocking slender member 20 of (such as one or two) second joint component 13.Slender member 20
The length having is more than the length of the first joint component 11, that is, is more than the thickness T5 of lath 5.
In the first embodiment shown in Fig. 1, Fig. 4, Fig. 5 a and Fig. 5 b, slender member 20 is the beam with H-shaped beam section
20, beam 20 includes the beam flange 22 being spaced apart by web 24 as shown in Figure 5 b.As H-shaped beam section shown in Fig. 5 b
Substitution, slender member 20 can have the I-beam section as shown in the larger proportion in Fig. 5 c.
First joint component 11 is provided with the recess portion 111 of one a part in the beam flange 22 for receiving beam 20,
And the slit 113 of a part for receiving web 24.Recess portion 111 and slit 113 are open, so that beam 20 can be with
It is slided relative to the first joint component 11.For example, see Fig. 4.
Have the advantages that the slender member 20 of H-shaped or I-beam section is, slender member 20 can connect two first and build
Element 5 is built, described two first constracture units 5 are aligned with each other on the top of the second constracture unit 9 and dock.
In first joint component 11 first embodiment shown in Fig. 2, it is further provided with top flange 115 and bottom is convex
Edge 117, top flange 115 and base flange 117 are for example connected by means of being welded on the end portion of the first joint component 11.Top
Portion's flange 115 and base flange 117 are correspondingly parallel to the top surface of batten member 5 and bottom surface extends.Flange 115,
177 main purpose is to provide rigid connection between the first joint component 11 and lath 5.Bar 119 is by means of being solder-connected to
The inner end portion of flange 115,117.One purpose of bar 119 is used as reinforcing member, for making flange 115,117 relative to coagulation
The surface of native lath 5 is maintained at proper position.Another purpose of bar 119 be used as concrete and the first joint component 11 it
Between adhesive, thus when by such as moment of flexure reduce pull out the first joint component 11 risk.
Flange 115,117 can be further provided with multiple frictions or engagement increases device, for example extend to concrete slab
Protruding portion (not shown) in bar element 5.
It is connected in the case where only one first constracture unit 5 is connected to the second constracture unit, such as when by lath 5
When the outer wall element 9 of building, H-shaped or I-beam 20 can be replaced by such as RHS- beam (RHS rectangular hollow section).Then first
Slit 113 in joint component may be extra.
In embodiment for example shown in Fig. 3, the second joint component 13 includes for receiving and supporting slender member 20
The cavity 131 of end part.In an illustrated embodiment, cavity 131 is limited by rectangular hollow section 133, the rectangular hollow section
133 are configured to provide support to beam flange 22.The longitudinal axis of rectangular hollow section 133 at the end of the second constracture unit 9
The longitudinal axis extended between part 7 extends parallel to.In outer end portion, rectangular hollow section 133 is provided with from rectangle
Empty section 133 outwardly extending RHS flange 135 rectangularly, so that the end surface of RHS flange 135 and the second constracture unit 9
7 be coplanar.The purpose of RHS flange 135 is similar to the purpose of the flange 115,117 of the first constracture unit 5.
As described above, bottom plate (not shown) has can be set in the second joint component 13, it is used to support the end of slender member 20
Portion surface, and for preventing uncured concrete to be flowed into cavity during manufacturing the second constracture unit 9.
It is described in order to which the power from concrete reinforcer R is transmitted to the first joint component 11 and the second joint component 13
Joint component 11,13 is in an illustrated embodiment for example by means of being solder-connected to reinforcer R.
Fig. 1 shows " decomposition " view of the first embodiment of attachment device 1 according to the present invention, two of them concrete
Lath 5 is supported by wall elements 9.After two concrete slabs 5 are installed, other wall elements 9 are placed on top of this.In order to
The rigid connection that can transmit moment of flexure is provided, element 5,9 is connected with each other by H-shaped beam 20.
H-shaped or I-beam 20 can be connected at least three alternative steps.
In the first alternative solution, after lath 5 is arranged on the top of lower wall members 9, H-shaped beam 20 sliding at
The recess portion 111 and slit 113 of first joint component 11 of lath 5 engage, and then slide into down the second joint component 13
In cavity 131.Hereafter, upper wall elements 9 drop on lath 5, so that H-shaped or I-beam 20 slide into the second joint component 13
Cavity 131 in.First alternative solution is shown in Figure 4 and 5 a.
In the second alternative solution, before lath 5 is installed on wall elements 9, H-shaped or I-beam 20 are inserted into
In the cavity 131 of lower second joint component 13.Then, by making the first joint component 11, " screw thread connects each of lath 5
Connect " into the top section of H-shaped or I-beam 20 then sliding lath 5 until its dock lower wall members 11 top section 7 and by
It is continuously attached to H-shaped or I-beam 20.Hereafter, upper wall elements 9 drop on lath 5, so that H-shaped or I-beam 20 slide into
In cavity 131 in two joint components 13.
In third alternative solution, H-shaped or I-beam 20 are inserted into the sky of the second joint component 13 of upper wall portion 9
In chamber 131 and it is connected thereto.Then upper wall portion 9 declines so that H-shaped or I-beam 20 slide simultaneously at be placed in lower wall
First joint component 11 of the lath 5 on element 9 is engaged and is further engaged with the cavity 131 of lower second joint component 13.
Independently of above-mentioned alternative solution, it can be prevented upper wall elements 9 from moving vertically with lower wall members 9 by means of locking device
It is dynamic.In the accompanying drawings, as shown in mainly in figure 6 and figure 7, locking device is shown as bolt 26, and bolt 26 passes through extension
By wall elements 9, the second joint component 13 hole 28 and extend through the hole 29 of H-shaped or I-beam 20 and be inserted into.
In Fig. 1 to Fig. 5 a and Fig. 7, lath 5 and wall 7 for explanatory purposes, be shown as be typically expressed as R plus
The transparent concrete element of strong part.
Fig. 5 b and Fig. 5 c respectively illustrate the slender member 20 of 20 form of H-shaped beam 20 and I-beam.I shape shown in Fig. 5 c
The web 24 of beam 20 is bolt-connected to the angle steel 30 (showing four) of a part of the first joint component 11 to support.
Fig. 8 a, Fig. 8 b, Fig. 9 a and Fig. 9 b show the Main Reference of suitable reinforcer.Reinforcer in wall elements 9 is not
It shows in figure 8b.
Fig. 8 a, Fig. 8 b and Fig. 9 a show between the first end section of lath 53 on the width in height with zigzag
The girder truss 140 of extension.For the sake of clarity, the reinforcer in wall part is not shown in figure 8b.
As most preferably seen in figures 9 a and 9b, upper grid stiffeners 142 are fixed to girder truss 140 by means of being welded to connect
Upper part 140'.Correspondingly, lower grid stiffeners 144 are fixed to the lower part 140 " of girder truss 140 by means of being welded to connect.
Girder truss 140 include lower boom 146, top boom 148 and along batten member 5 length L5 lower boom 146 with
The dip member 150 extended between top boom 148 with zigzag.
In fig. 9 a, girder truss 140 is shown with the first and third dimension modification.Girder truss 140 is shown as handing over Λ shape and V-arrangement
Alternately arrange.
There are two lower boom 146, institutes for setting in its underpart 140 " for the girder truss 140 (three are shown in Fig. 9 a) of Λ shape
Two lower booms 146 are stated to arrange in parallel and in a spaced apart manner.On it in the 140' of part, girder truss 140 is provided with one
A top boom 148.Dip member 150 " is wound (wrapped) " around the longitudinal axis of chord member 146,148 with zigzag.
V-shaped girder truss 140 (two are shown in Fig. 9 a) is provided with a lower boom 146 in its underpart 140 ".
On it in the 140' of part, girder truss 140 has two top booms 148 arranged in parallel and spaced apart mode.Here, incline
Diagonal 150 is wound also around the longitudinal axis of chord member 146,148 with zigzag.
In figure 9b, girder truss 140 is shown with second, two-dimentional modification, and wherein lower boom 146 is made of a silk thread, and
And top boom 148 is made of a silk thread.Dip member 150 is wound along the longitudinal axis of chord member 146,148 with zigzag.
The reinforcer of similar arrangement can be set in wall elements 9.
In one embodiment, concrete slab 5 be provided with shown in Fig. 9 a reinforce arrangement, and wall elements 9 setting just like
Reinforce arrangement shown in Fig. 9 b.
In Fig. 1 into Fig. 7, a girder truss 140 is illustrated only in each lath 5, and shown in showing in figure 9b
Two girder trusses of type.This is for the sake of clarity.However, as most preferably seen in Fig. 8 a, Fig. 9 a and Fig. 9 b, lath 5
Wall elements 9 are provided with multiple girder trusses 140.
Turning now to Figure 10 a to Figure 15, it illustrates Fig. 1 to show into Fig. 7 and also indicate in Fig. 8 a and Fig. 8 b
The alternate embodiment of the first embodiment of attachment device 1.The alternate embodiment will be indicated as second embodiment.
The main distinction shown in Figure 10 a to Figure 15 between first embodiment and second embodiment is, although
The slender member 20 of one embodiment be the length having be more than the length of the first joint component 11 component form (such as H-shaped
Or I-beam), but the slender member 20 of second embodiment is structured to and such as the first joint component 11 and the second joint component 13
At least one of the form of bolt or multiple bolts 20 that slidably engages.
First joint component 11 and the second joint component 13 are usually made of the metal of such as steel.
For example, see Figure 13 c and Figure 15, as shown in second embodiment, the first joint component 11 includes being integrated in and being formed
The case portion section 111 of a part of the end part 3 of the first constracture unit 5.Case portion section 111 is provided with for receiving in 20 form of bolt
Slender member 20 perforation 112.
The second joint component 13 shown in a second embodiment includes the one of the end part 7 of the second constracture unit 9 of formation
Partial panel element 132.In an illustrated embodiment, board member 132 is provided with for matching with the perforation 112 in case portion section 111
Pair perforation 112'(referring to Figure 14 a).However, in alternate embodiment (not shown), board member can be set usually by
It is connected to the bolt of the outer portion of board member 132 in being welded and fixed, so that bolt is prominent from the part and can slide
Into the perforation 112 of case portion section 111.
Figure 10 a show before assembly to reinforce the first constracture unit 5 in the form of concrete slab 5 and with outer wall member
Two the second constracture units 9 of 9 form of part.One in outer wall element 9 will form mean for the supporting element of lath 5, and another
It will be supported by lath 5.Wall elements 9 are made of reinforcement concrete.In an illustrated embodiment, the reinforcer of lath 5 and wall elements 9
Similar to reinforcer shown in Fig. 9 b.
Shown in nethermost one in two wall elements 9 will be supported by pedestal F known per se, pedestal F is provided with
From the top section of pedestal F bolt 20F outstanding.
The board member 132 of the case portion section 111 of first joint component 11 and the second joint component 13 is further provided with accordingly
Ground extends to the protruding member 120 in the concrete of lath 5 and wall elements 9.
In an illustrated embodiment, protruding member 120 is in the form of angle iron component 120, such as by means of being welded and fixed
Ground is connected to each of case portion section 111 and board member 132.It is arranged in by the first joint component 11 and the second joint component 13
Before in mould bases, protruding member 120 is connected to the case portion section 111 of the first joint component 11 and the panel element of the second joint component 13
132.Therefore, protruding member 120 can be for example by means of silk thread or preferably by means of being solder-connected to reinforcer 146,148
A part.The advantages of protruding member 120 is welded to reinforcer 146,148 is the power carried by reinforcer 146,148,150
Correspondingly it is directly delivered to the case portion section 111 of angle steel element 120 and the first joint component 11 and the plate structure of the second joint component 13
Part 132.When attached, which can transmit between one or more wall elements 9 and one or more batten members 5
Moment of flexure.
When concrete gather materials formed including or by graininess expanded polystyrene (EPS) when, i.e., when lath 5 and wall elements 9 by
When EPS concrete is made, this solution is particularly interesting, and wherein tension and compressing force are substantially only by reinforcer R
Carrying, and EPS concrete provides the support for the reinforcer in compression, to prevent the buckling of compression reinforcement.
It should be noted that protruding member 120 can be used as the substitution of angle steel, such as it is made of steel pole.However, by angle steel
Manufactured protruding member 120 be preferably as this angle iron component 120 will provide than made of steel pole connection it is more rigid
Connection.When the connection for being required to the transmitting moment of flexure between one or more wall elements 9 and one or more batten members 5
When, rigid connection is especially desired to.
In the embodiment shown in Figure 10 a and 10b, the formation end point 3 of the case portion section 111 of the first joint component 11
The end part of a part of end face be provided with detachable end plate 111'.End plate 111' is shown to disassembly in figure loa,
And it is attached to case portion section 111 in figure 10b.The purposes of detachable end plate 111' is made close to the inside of case portion section 111
Obtaining nut may be coupled to the bolt 20 extended from the second joint component 13, and set up the building knot including attachment device 1
It is slided into case portion section 111 during structure by perforation 112.Similarly, if necessary to remove the building knot including attachment device 1
Structure, then detachable end plate 111' can be close to connector.Other bracing means have can be set in first joint component 11, such as
It is connected to one or more walls and also may be coupled to the reinforcing rib of detachable end plate 111', to increase by the first joint component
11 bearing capacity.
Figure 13 b is the view of the section B-B in Figure 10 a, and shows four end plate supporting elements 111 ", the end
Plate support is used to support the end plate 111 connected by means of screw (not shown).The end plate 111' of disassembly is indicated in figure loa
The right side of case portion section 111.
In figure loa, the elongated structure for slidably engaging the first joint component 11 and the second joint component 13 is constituted
The bolt 20 of part is during the manufacture of wall elements 9 (i.e. before concrete is poured into mould bases), and by perforating, 112' is pre-
It is first mounted in the board member 132 of the second joint component 13.
The end portion of wall elements 9 below lath 5 is provided with the notch 9' being represented by the dotted line.The purpose of notch 9' is
Acquisition makes nut be connected to the entrance from pedestal F bolt 20F outstanding.After fastening bolt is connected with nut, notch 9' can
To be sealed by suitable sealing device.
Figure 10 b with greater proportion show by means of after 1 assembling building structure of attachment device as shown in Figure 10 a
Similar elements.
Figure 11 a shows the first constracture unit in the form of two reinforcement concrete slabs 5 before assembly within
Second constracture unit of the form of wall elements 9.Lower inner wall element 9 will form mean for the supporting element of lath 5, and upper wall elements 9 will
It is supported by lath 5.
Building structure attachment device 1 shown in Figure 11 a has several features common with feature shown in figure 10 A.
For example, being connected thereto in the same manner as described above from each of case portion section 111 and board member 132 angle steel 120 outstanding
And it is connected to reinforcer 146,148.
The case portion section 111 of first joint component 11 is provided with the open top section in part, rather than can shown in Figure 10 a
The end plate 111' of disassembly.Most preferably see in Figure 14 a and 14c, the open top section appended drawing reference 114 in part indicates.
The purpose of the open top section 114 in the part of case portion section 111 is the interior section into two case portion sections 111, is used for spiral shell
Mother is connected to the bolt 20 extended in case portion section 11 from lower wall members 9, and is connected to the bolt for being shown as "horizontal".Part
Open top section 114 is only available before dropping to upper wall elements 9 on lath 5.
The top section of case portion section 111, which is provided with, is used to support bolt (not shown) to slide into and be supported by lath 5
Four shown in bolt support lip 20'(Figure 14 c that the board member 132 of upper wall elements 9 engages).
Bolt 20 is connected to support lip 20' generally by means of threaded connection.
Lower wall members 9 shown in Figure 11 a are identical as the lower wall members 9 shown in Figure 10 a in an illustrated embodiment.
The end portion of wall elements 9 above lath 5 is provided with the notch 9' similar to notch shown in 10a, with
End portion for the wall elements 9 below lath 5.The purpose of notch 9' is to obtain to connect for being connected to nut from first
The entrance of the support lip 20' bolt 20 outstanding of the case portion section 111 of head element 11.After fastening bolt is connected with nut,
Notch 9 ' will usually be sealed with suitable sealing device.
It should be noted that as shown in Figure 10 a, the end portion of the wall elements 9 of 5 top of lath can be similar to Figure 11 a
Shown in end portion, that is, bolt 20 from the internal slide of case portion section 111 shown in Figure 10 a and can enter lath 5
(referring to Figure 14 a) in the perforation 112' of the board member 132 of the upper wall elements 9 of top.
Figure 11 b is shown by means of identical as element shown in Figure 11 a after 1 assembling building structure of attachment device
Element.
From the above, it will be understood by those skilled in the art that the assembling process of constracture unit 5,9 shown in Figure 10 a and 10b
Different from the assembling process of constracture unit 5,9 shown in Figure 11 a and 11b.
In the embodiment shown in Figure 10 a and 10b, the interior section of the case portion section 111 of the first joint component 11 is always
It is enterable until detachable end plate 111' be fixed to case portion section 111.Therefore, by means of nut fastening bolt can with but be not must
Palpus executes after upper wall elements 9 are placed on the lath 5 being shelved on lower wall members 9.
In the embodiment shown in Figure 11 a and Figure 11 b, the interior section of the case portion section 111 of the first joint component 11 is only
It is enterable, until upper wall elements 9 drop on lath 5, so that the end part 7 of upper wall elements 9 covers the part of case portion section 111
Open top section 114.Therefore, lath 5 is connected to the bolt 20 of lower wall members 9 and the end part of each case portion section 111
(bolt 20 is horizontally disposed) is necessarily provided with nut and is fastened before dropping to upper wall elements 9 on lath 5.Hereafter, it uses
It is necessarily provided with nut in the bolt 20 for making upper wall elements 9 be connected to lath 5 and is fastened.
It should be noted that in some embodiments, connect the end part of each case portion section 111 leveling screw 20 (see
Figure 11 b) it may be extra.Alternatively, the leveling screw 20 can be replaced by suitable engagement device, such as be linked up with
Device, the hooking device be arranged to when make one end part in the lath for being provided with hooking device 5 relative to being also provided with
Interconnection when having another the end part sliding in the lath 5 of hooking device.
Turning now to Figure 12 a to Figure 12 c, slender member 20 is particularly illustrated (that is, the spiral shell shown in Figure 10 a to Figure 11 b
Bolt) alternate embodiment.
In Figure 12 a to Figure 12 c, the length that there is each of the slender member 20 of longitudinal axis that extends vertically to have
More than the length of the first joint component 11.Refer to the height of case portion section 111 by " length " of the first joint component of term 11,
Correspond essentially to the thickness of lath 5.
Slender member 20 shown in Figure 12 a to Figure 12 c is shown as bolt 20, and the bolt 20 is with side same as described above
Formula extends from the board member 132 of lower wall members 9.Since their length is more than lath 5 (Figure 12 a and Figure 12 b) or lath (figure
The length of case portion section 111 12c), each of slender member or bolt 20 will wall elements 9 and batten member 5 between the two
It provides continuously coupled.Therefore, bolt can also transmit vertical load between upper wall elements 9 and lower wall members 9.
Therefore slender member 20 will be provided at least one of the first joint component and the second joint component slidably
Engagement so that even if before bolt 20 is provided with nut, also prevent the first joint component 11 and the second joint component 13 it
Between relative level it is mobile.
The end portion of wall elements 9 above lath 5 is provided with the notch 9' similar to notch 9' shown in Fig. 1,
To allow nut to be joined to the end part of bolt 20.
Slender member shown in Figure 12 a and 12b or bolt 20 can make demountable panel 111' become extra.Therefore, case portion
Section 111 may be provided with welding end part.Due to not needing the inside into case portion section 111 in this embodiment, it is possible to
Further bogey is set in the interior section of case portion section 111, such as one or more reinforcing ribs.
As described above, if leveling screw 20 disclosed in Figure 11 b is extra, or if 20 quilt of the leveling screw
Suitable engagement device replacement, then the open top in part of case portion section 111 shown in such as Figure 11 a, Figure 11 b and Figure 14 c
Portion part 114 may alternatively be the solid section for being provided only with the perforation for bolt 20.Bolt guide device, such as
Pipe (not shown) can extend between the perforation 112 of case portion section 111.
Figure 13 a shows the cutting of the AA in Figure 10 a.Reinforcer 146,148 soldered (not shown) to upper prominent structure
Part 120 and lower protruding member 120.Inclination stiffener 150 extends between protruding member 120, and tilts stiffener 150
A part can be soldered to protruding member 120.First joint component 11 is shown by means of dotted line.
The first joint component 11 and end part 3 for the first constracture unit that the B-B that Figure 13 b shows from Figure 10 a sees.
Figure 13 c shows the cutting of the C-C in Figure 10 a.Reinforcer 146,148 soldered (not shown) to protruding member
120 and extend therebetween.
Figure 14 a, Figure 14 b illustrate only the member of the first connector used in the constracture unit shown in Figure 11 a and Figure 11 b respectively
Part 11 and the second joint component 13.
Figure 15 shows the main perspective view for the first constracture unit 5 being connected between two the second constracture units 9, similar
The embodiment shown in Figure 10 b.Constracture unit 5,9 is illustrated as transparent.The first building is extended to from lower second constracture unit 9
Bolt 20 in the case portion section 111 of element 5 is provided with nut, and the bolt 20 for being used to extend downwardly from upper second constracture unit 9
Nut be shown before being engaged with bolt 20.Reinforcer R welding (not shown) is to protruding member, in the shown embodiment,
Protruding member is the form of angle steel.
It should be noted that the illustrative and not limiting present invention of above-described embodiment, and those skilled in the art will be not
Many alternate embodiments are designed in the case where being detached from scope of the appended claims.In the claims, it is placed between bracket
Any appended drawing reference be not necessarily to be construed as limitation claim.Verb " comprising " and its paradigmatic use be not excluded in addition to
The presence of element or step except the element or step stated in the claims.The article " one " or "an" before element
Multiple this elements are not excluded the presence of.
The simple fact for listing certain measures in mutually different dependent claims does not indicate these measures
Combination cannot be advantageously used.
Claims (16)
1. a kind of building structure attachment device (1) is used at least one the first constracture unit (5) with thickness (T5)
End part (3) is connected to the end part (7) of at least one the second constracture unit (9), which is characterized in that the attachment device (1)
Include:
First joint component (11) is used to be connected to the end part (3) of first constracture unit (5)；First connector
The length that element (11) has corresponds essentially to the thickness (T5) of first constracture unit (5)；
Second joint component (13) is used to be connected to the end part (7) of second constracture unit (9)；And
At least one slender member (20), being used for can be with first joint component (11) and second joint component
At least one of (13) it is sliding engaged, so that preventing first joint component (11) and second joint component (13)
Relative movement at least one direction.
2. attachment device (1) according to claim 1, wherein the length that the slender member (20) has is more than described
The length of first joint component (11).
3. attachment device (1) according to claim 2, wherein the slender member (20) is cutd open with H-shaped or I-beam
The beam (20) in face, and wherein, at least described first joint component (11) is provided with the flange for receiving the beam (20)
(22) slit (113) of recess portion (111) and the web (24) for receiving the beam (20), the slit (113) extend logical
At least one end part for crossing first joint component (11) is thus arranged to allow the beam (20) relative to described
The sliding of first joint component (11) is mobile.
4. attachment device (1) according to any one of the preceding claims, wherein second joint component (13) includes
For receiving and supporting the cavity (131) of the end part of the slender member (20).
5. attachment device (1) according to claim 1, wherein the slender member (20) is structured to for receiving spiral shell
Female bolt.
6. attachment device (1) according to claim 5, wherein first joint component (11) is described including being integrated in
Case portion section (111) in the end part (3) of first constracture unit (5), the case portion section (111) are provided at least one for connecing
Receive the perforation (112) of the bolt (20).
7. attachment device (1) according to claim 6, wherein second joint component (13) includes forming described the
The board member (132) of a part of the end part (7) of two constracture units (9), the board member (132) are provided with and the case portion
At least one perforation (112') of perforation (112) pairing in section (111).
8. attachment device (1) according to any one of the preceding claims, wherein first constracture unit (5) is plate
Bar element (5), and second constracture unit (9) is the supporting element for being used to support or being supported by the batten member (5).
9. attachment device (1) according to any one of the preceding claims, wherein first constracture unit (5) and institute
The second constracture unit (9) is stated to be made of concrete.
10. attachment device (1) according to claim 9, wherein the concrete gathers materials including graininess foaming polyphenyl
Ethylene.
11. attachment device (1) according to claim 10, wherein described to gather materials only by graininess expanded polystyrene (EPS) group
At.
12. attachment device described in 0 or 11 (1) according to claim 1, wherein first constracture unit (5) and described second
Constracture unit (9) includes at least two girder trusses (140) spaced apart, each girder truss at least between the end part two
It ties up in range and extends, described at least two girder trusses (140) spaced apart are respectively in upper part (140') and lower part (140 ")
Place is connected to grid stiffeners (142) and lower grid stiffeners (144).
13. the attachment device according to any one of claim 9 to 12 (1), wherein first joint component and second
Joint component (11,13) is respectively fixed to one of the reinforcer (R) of first constracture unit and the second constracture unit (5,9)
Point.
14. according to attachment device described in claim 4 or 8 to any one of 13 (1), wherein second constracture unit (9)
It is provided at least one component hole (28), the component hole extends through the thickness of second constracture unit and by described second
Joint component (13), and the slender member (20) includes at least one component hole (29), and the hole (28,29) is described thin
The end part of long component (20) is aligned when sliding into the cavity (131) of second joint component (13), so that for preventing
The locking device (26) that the slender member (20) removes the cavity (131) is inserted into the hole (28,29).
15. a kind of building comprising the attachment device according to any one of preceding claims 1 to 14 (1).
16. a kind of by means of according to claim 1 to the member of building structure attachment device (1) connecting building described in any one of 14
The method of part (5,9), which is characterized in that the described method includes:
It is mutually aligned at least one described first joint component (11) with the second joint component (13)；
Engage the slender member (20) sliding at first joint component (11) and second joint component (13).
Applications Claiming Priority (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| NO20161000A NO342534B1 (en) | 2016-06-14 | 2016-06-14 | A connecting means of a building structure and a method of using same |
| NO20161000 | 2016-06-14 | ||
| NO20161845 | 2016-11-22 | ||
| NO20161845A NO342700B1 (en) | 2016-06-14 | 2016-11-22 | A connection means of a building structure and a method of using same |
| PCT/NO2017/050157 WO2017217863A1 (en) | 2016-06-14 | 2017-06-13 | A building structure connecting means and a method of using same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109415893A true CN109415893A (en) | 2019-03-01 |
| CN109415893B CN109415893B (en) | 2021-06-01 |
Family
ID=61827437
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201780037359.8A Active CN109415893B (en) | 2016-06-14 | 2017-06-13 | Building structure connecting device and using method thereof |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP3469160B1 (en) |
| CN (1) | CN109415893B (en) |
| DK (1) | DK3469160T3 (en) |
| LT (1) | LT3469160T (en) |
| NO (2) | NO342534B1 (en) |
| PL (1) | PL3469160T3 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2019208192B2 (en) * | 2018-07-27 | 2020-10-08 | Ecolyptic Pty Ltd | Structural panel |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3261135A (en) * | 1963-05-16 | 1966-07-19 | Martin C Knabe | Precast concrete beam and column joint construction |
| GB1400595A (en) * | 1971-11-23 | 1975-07-16 | Dowsett Eng Australia Pty Ltd | Interconnecting structural elements |
| EP0066647A1 (en) * | 1981-05-18 | 1982-12-15 | Carl, Heinz, Ing.grad. | Building slab |
| WO2008097102A1 (en) * | 2007-02-08 | 2008-08-14 | Selvaag Spinoff As | A building element |
| CN201202181Y (en) * | 2008-05-14 | 2009-03-04 | 万科企业股份有限公司 | Connection structure for precast concrete board and beam and construction including the same |
| WO2009074657A1 (en) * | 2007-12-13 | 2009-06-18 | Arnaud Marie Aleaume Lallemand | Complete construction system for quick-assembly of a building and comprising a construction member with accessories thereof, and method for assembling them |
| CN202866078U (en) * | 2012-10-19 | 2013-04-10 | 山东万斯达建筑科技有限公司 | Concrete floor plate building component provided with load-bearing truss reinforcing steel bar frames |
| CN103140639A (en) * | 2010-05-06 | 2013-06-05 | 联合建筑有限公司 | A building structure |
Family Cites Families (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL60499C (en) * | ||||
| FR1536252A (en) * | 1967-05-24 | 1968-08-16 | Dyna Structures | Framework in prefabricated elements |
| DE1904738A1 (en) * | 1969-01-31 | 1970-08-20 | Jakob Pink | Cross connection piece for beams and supports |
| NL168590C (en) * | 1971-06-10 | 1982-04-16 | Arthur Aurelius Xaverius Silvi | FASTENING SYSTEM FOR ATTACHING PLATE-SHAPED ELEMENTS TOGETHER. |
| EP0062155B1 (en) * | 1981-03-28 | 1986-05-07 | B + B TEC Holding AG | Anchoring method for anchoring bolts or the like in concrete |
| FR2522042B1 (en) * | 1982-02-19 | 1988-10-14 | Olivier Martin Jean | METHOD FOR ASSEMBLING STRUCTURAL ELEMENTS PARTICULARLY IN REINFORCED OR PRE-STRESSED CONCRETE AND DEVICES FOR PROVIDING SUCH ASSEMBLY |
| SE8403220L (en) * | 1984-06-15 | 1985-12-16 | A Betong Ab | CONCRETE ITEMS |
| SE457221B (en) * | 1987-04-10 | 1988-12-05 | Straengbetong Ab | STORAGE PARTS FOR STORAGE COOPERATION BETWEEN A STANDING CONSTRUCTION PART AND A CURRENT CONSTRUCTION PART |
| JPH02300441A (en) * | 1989-05-16 | 1990-12-12 | Asahi Chem Ind Co Ltd | Joint structure for wood structural material |
| AT398797B (en) * | 1990-09-13 | 1995-01-25 | Stracke Ing Markus | Process for the support-free restoration of the load- bearing capacity of old floors with simultaneous improvement of the heat insulation |
| DE19611200A1 (en) * | 1996-03-21 | 1997-10-30 | Europor Massivhaus Gmbh | Reinforcement arrangement for aerated concrete components |
| JPH09317009A (en) * | 1996-06-03 | 1997-12-09 | Shimizu Corp | Joint structure for concrete-filled steel pipe column with beam |
| DE19706010C2 (en) * | 1997-02-10 | 2001-03-08 | Kahneisen Gmbh Deutsche | Anchor channels for construction technology |
| JP3941023B2 (en) * | 1997-11-06 | 2007-07-04 | 日本ヒューム株式会社 | Precast concrete joint structure |
| SE521568C2 (en) * | 1999-10-05 | 2003-11-11 | Vsl Int Ag | A connecting element |
| US20060236627A1 (en) * | 2005-04-01 | 2006-10-26 | Messenger Harold G | Combination lift and anchor connector for fabricated wall and floor panels |
-
2016
- 2016-06-14 NO NO20161000A patent/NO342534B1/en unknown
- 2016-11-22 NO NO20161845A patent/NO342700B1/en unknown
-
2017
- 2017-06-13 PL PL17813663.6T patent/PL3469160T3/en unknown
- 2017-06-13 LT LTEP17813663.6T patent/LT3469160T/en unknown
- 2017-06-13 EP EP17813663.6A patent/EP3469160B1/en active Active
- 2017-06-13 DK DK17813663.6T patent/DK3469160T3/en active
- 2017-06-13 CN CN201780037359.8A patent/CN109415893B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3261135A (en) * | 1963-05-16 | 1966-07-19 | Martin C Knabe | Precast concrete beam and column joint construction |
| GB1400595A (en) * | 1971-11-23 | 1975-07-16 | Dowsett Eng Australia Pty Ltd | Interconnecting structural elements |
| EP0066647A1 (en) * | 1981-05-18 | 1982-12-15 | Carl, Heinz, Ing.grad. | Building slab |
| WO2008097102A1 (en) * | 2007-02-08 | 2008-08-14 | Selvaag Spinoff As | A building element |
| WO2009074657A1 (en) * | 2007-12-13 | 2009-06-18 | Arnaud Marie Aleaume Lallemand | Complete construction system for quick-assembly of a building and comprising a construction member with accessories thereof, and method for assembling them |
| CN201202181Y (en) * | 2008-05-14 | 2009-03-04 | 万科企业股份有限公司 | Connection structure for precast concrete board and beam and construction including the same |
| CN103140639A (en) * | 2010-05-06 | 2013-06-05 | 联合建筑有限公司 | A building structure |
| CN202866078U (en) * | 2012-10-19 | 2013-04-10 | 山东万斯达建筑科技有限公司 | Concrete floor plate building component provided with load-bearing truss reinforcing steel bar frames |
Also Published As
| Publication number | Publication date |
|---|---|
| LT3469160T (en) | 2020-11-10 |
| DK3469160T3 (en) | 2020-11-02 |
| NO20161000A1 (en) | 2017-12-15 |
| CN109415893B (en) | 2021-06-01 |
| EP3469160B1 (en) | 2020-08-19 |
| NO342700B1 (en) | 2018-07-09 |
| PL3469160T3 (en) | 2021-02-22 |
| NO342534B1 (en) | 2018-06-11 |
| EP3469160A1 (en) | 2019-04-17 |
| EP3469160A4 (en) | 2020-01-29 |
| NO20161845A1 (en) | 2017-12-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8522507B2 (en) | Concrete platform production process, concrete platform, and connecting member | |
| US8915042B2 (en) | Steel frame structure using U-shaped composite beam | |
| KR101018824B1 (en) | Composite beam making method using t-typed channel beam and structure construction method thereof | |
| KR101937680B1 (en) | Prefabricated Precast Structure and Construction Method Thereof | |
| KR101658648B1 (en) | Beam-column joint and simultaneous construction method of upper and lower part of building using thereof | |
| KR101538516B1 (en) | A box girder using steel and foam concrete insertion, and method for construction bridge using the same | |
| KR100891933B1 (en) | Composite beam making method using t-typed channel beam and structure construction method thereof | |
| KR101836325B1 (en) | Supporting pad structure on concrete slab | |
| CN109415893A (en) | Building structure attachment device and its application method | |
| KR101438030B1 (en) | Composite beam with reinforced support member structure and the building construction method therewith | |
| KR101878762B1 (en) | Coupling structure of double type for girder and column capable of reducing girder height | |
| CN209958393U (en) | Laminated pipe gallery connected by extrusion sleeve | |
| CN211229002U (en) | Prefabricated multi-rib thin-wall cavity shear wall | |
| CN203834741U (en) | Prefabricated steel beam joint L-shaped mixed coupled wall | |
| KR20220077373A (en) | Deck plate for pouring the bridge floor | |
| CN112832406A (en) | Assembled wall body and beam column and nested structure thereof | |
| KR101708274B1 (en) | Integrated hollow bodies for void slab, void slim-floor and flat slab structure using the same | |
| WO2017217863A1 (en) | A building structure connecting means and a method of using same | |
| CN112359703B (en) | Manufacturing method of cable-stayed bridge divergent steel arch | |
| JP2618205B2 (en) | Horizontal connection structure and horizontal connection material of main girder in temporary bridge | |
| CN211848871U (en) | Connecting joint of steel reinforced concrete upright post and reinforced concrete cross beam | |
| CN110700468A (en) | Construction method of prefabricated assembled box type disassembly-free multi-ribbed composite floor slab | |
| CN214090312U (en) | Connecting structure of prefabricated wall body and beam | |
| CN216866055U (en) | Prefabricated component fender bracket | |
| CN203834742U (en) | L-shaped prefabricated mixed coupled wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221013 Address after: Norway Sanders Patentee after: Bolibao Recycling Co.,Ltd. Address before: Norway Sanders Patentee before: POLYBO A/S |