CN102369329B - Functional system of a cement-mortar panel with prestressed biaxial reinforcement - Google Patents
Functional system of a cement-mortar panel with prestressed biaxial reinforcement Download PDFInfo
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- CN102369329B CN102369329B CN201080015683.8A CN201080015683A CN102369329B CN 102369329 B CN102369329 B CN 102369329B CN 201080015683 A CN201080015683 A CN 201080015683A CN 102369329 B CN102369329 B CN 102369329B
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- section bar
- plate
- reinforcement
- prestressing
- reinforced cement
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- 239000011083 cement mortar Substances 0.000 title claims abstract description 54
- 230000002787 reinforcement Effects 0.000 title claims abstract description 50
- 239000000725 suspension Substances 0.000 claims abstract description 11
- 239000002184 metal Substances 0.000 claims description 60
- 229910052751 metal Inorganic materials 0.000 claims description 60
- 239000004744 fabric Substances 0.000 claims description 30
- 239000004567 concrete Substances 0.000 claims description 20
- 239000004570 mortar (masonry) Substances 0.000 claims description 20
- 238000010276 construction Methods 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 14
- 239000011324 bead Substances 0.000 claims description 11
- 239000006260 foam Substances 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 10
- 238000005728 strengthening Methods 0.000 claims description 8
- 230000001788 irregular Effects 0.000 claims description 6
- 230000000087 stabilizing effect Effects 0.000 claims description 6
- 229910052602 gypsum Inorganic materials 0.000 claims description 5
- 239000010440 gypsum Substances 0.000 claims description 5
- 238000012423 maintenance Methods 0.000 claims description 5
- 238000004062 sedimentation Methods 0.000 claims description 5
- 238000005452 bending Methods 0.000 claims description 4
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 230000008602 contraction Effects 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 238000012856 packing Methods 0.000 claims description 2
- 238000007789 sealing Methods 0.000 claims description 2
- 238000010079 rubber tapping Methods 0.000 claims 1
- 230000008595 infiltration Effects 0.000 abstract description 2
- 238000001764 infiltration Methods 0.000 abstract description 2
- 238000012986 modification Methods 0.000 description 5
- 230000004048 modification Effects 0.000 description 5
- 239000002131 composite material Substances 0.000 description 4
- 238000000465 moulding Methods 0.000 description 3
- 238000004080 punching Methods 0.000 description 3
- 239000003351 stiffener Substances 0.000 description 3
- 229920003043 Cellulose fiber Polymers 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- 210000003141 lower extremity Anatomy 0.000 description 2
- 150000002739 metals Chemical class 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000012209 synthetic fiber Substances 0.000 description 2
- 229920002994 synthetic fiber Polymers 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 125000000484 butyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])C([H])([H])[H] 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000013536 elastomeric material Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005495 investment casting Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
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- 230000029058 respiratory gaseous exchange Effects 0.000 description 1
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- 238000003860 storage Methods 0.000 description 1
- 238000002910 structure generation Methods 0.000 description 1
- 230000003245 working effect Effects 0.000 description 1
Images
Classifications
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- 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
- E04B1/4114—Elements with sockets
- E04B1/4121—Elements with sockets with internal threads or non-adjustable captive nuts
-
- 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
- E04B2/88—Curtain walls
-
- 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
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
- E04F13/0816—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements extending into the back side of the covering elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
- E04F13/141—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer of concrete
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Ceramic Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Panels For Use In Building Construction (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
This functional system of a cement-mortar panel (102, 135, 160, 196, 216) with prestressed biaxial reinforcement (136, 161) specifically comprises a system that contributes to the constitution, both physically and in terms of form, and to the handling and use, under conditions of maximum safety and efficiency, of a panel (102, 135, 160, 196, 216) of the type prefabricated in cement mortar with prestressed biaxial reinforcement (136, 161), in which the cement-mortar panel has, embedded in the mass thereof, multi-purpose means (100, 157, 171, 175, 198, 217) for acting on the assembly of the panel (102, 135, 160, 196, 216) that allow the handling thereof and/or the fastening thereof to means for suspension from the structure of a building, means for controlling seismic phenomena and settling movements of the building, means for reducing moisture levels inside the building and means for reducing the infiltration of moisture to the inside of the panel.
Description
Technical field
The present invention relates to twin shaft for the thering is prestressing function system to the reinforced cement-mortar board of reinforcement.In the present invention, system is understood to contribute to plate overall of the overall better quality of described plate when linking together in arranged mode.On the other hand, function is understood to easiness, utility and convenience that all pursuit systems are used and with the design of system or organize related aspect.
Say that definitely it comprises the system of substantive object, when the plate being applied to by cement mortar prefabricated type, contribute to systemic-function, contribute to overall physics, form and function composing, the element that makes system to be handled and to use under the safest and effective situation.When building construction, plate is for the opening of containment building structure, comprise outside opening (plate has decorated to form the visible surface of outer facade in the case) and inside opening (in the case plate demarcated in the balcony of building and on visible surface without any need for decoration).Plate forms by the reinforced cement-mortar board with 2 to 7 centimetres of thickness, comprise that the twin shaft of the prestressing being formed by cable or the bar of two groups of prestressing is to reinforcement, the reinforcement of same group is parallel to each other and equidistantly, and group is not attached to one another to form strengthening grid regularly with organizing orthogonal the intersection.
Background technology
Applicant of the present invention is everyone of International Patent Application PCT/ES2007/000706, this International Patent Application Publication No. is WO2008/139003, relate to and have the prefabricated reinforced cement-mortar board of twin shaft to reinforcement, it comprises the modification of the element of or function system can by new element alternative compatible with the new element with similar functions or character of innovation.
Summary of the invention
In above-mentioned international patent application, in its function system, do not comprise that make relative reinforced cement-mortar board have better internal consistency of general comfort strengthens aspect some of its stable and security feature and element simultaneously.
In the case of not belittling the quality of described function system, taked such solution,, by some elements of aforementioned system, for example configure the effect in outside of pair of panel more neutral and more resist the general operation device of weather conditions, to be provided with Earthquake occurrence control phenomenon and building settlement motion device fabric structure suspension arrangement and reduce the device of interior of building humidity.
According to above-mentioned solution, developed function system target of the present invention, in reinforced cement-mortar board, substantially comprise be embedded in its mortar heap plate general operation device generally make it possible to control panel and/or plate is attached to the subsiding movement of suspension arrangement, Earthquake occurrence control phenomenon and the building of fabric structure device, reduce device moist in building and reduce moisture seepage to the device in plate.
A feature of the present invention is, make it possible to control panel and/or plate be attached to the elongate body that the general operation device generally of plate of the suspension arrangement of fabric structure becomes by thick flat bar form, it is Ω shape, formation center rectangle arch, the side of center rectangle arch is symmetrical and coplanar and in described mortar, form two side arms of the main holding device of described main body mutually with respect to described center rectangle arch, the middle body of described center rectangle arch has tapped through hole so that manipulation device and anchor device order are inserted, and overall size allows described side arm can be positioned at the described twin shaft of described plate to the inside middle region at reinforcement place.
Another feature of the present invention, be applicable to the metal construction being formed by the transverse member section bar of vertical upright section bar and level, and there is the object of being convenient in building that construction panel is suspended at the concrete structure with reinforcement, it comprises multiple fixtures, described fixture is provided with the stable fastening devices at the edge of the floor structure floor of the concrete structure of strengthening, described fixture is arranged in separately in described edge and vertically aims at and arrange the upright section bar for holding and keep to link together by described transverse member to form coaxial vertical guiding, the suspension arrangement that is arranged on the back side of described construction panel is taken a seat and is attached on transverse member.
Other features relevant to above-mentioned feature particularly, in one case, described fixture forms by quadrangle sleeve pipe or ring, there are two beads coplanar with one face, make described fixture structure become bridge shape, described sleeve pipe is to the fastening devices at the described edge of floor structure floor in the position that is suitable for the vertical process of upright section bar, and described fixture has bead, and described bead comprises the device at the described edge for sleeve pipe being anchored to building floor structure floor.Simultaneously described sleeve pipe with the relative position, surface of taking a seat on the described edge of described sleeve pipe at floor structure floor there is vertical elongated orifices above.In another case, described fixture is formed by flat the portion bending, and it forms rectangle arch, forms sleeve pipe and extends orthogonally at two free ends to the bead of two coplanar symmetries of the horizontal fastening devices at the edge of building floor structure floor.
Another feature of the present invention, is applicable to the situation that plate allows the general operation device of handling and/or secure it to the suspension arrangement of fabric structure to be formed by bolt generally, and described bolt is formed by short, thick main body.The side zones that is included in thus holding device and has described short, a thick main body between the anchor device of the end regions that the surface of the hidden surface of plate is concordant has the lateral side regions that is provided with irregular component, scope and any humidity that described irregular component increases the described side surface of described side zones can cover the distance on described side surface, described moist can infiltration between the described main body inserted and the cement mortar of described plate in the spacing forming due to thermal expansion and/or contraction.
Other features of the present invention that are associated with foregoing comprise:
The main body that 1.-is short, thick substantially has the structure of the group being formed by trochoidal surface, cylindrical surface, oblong surface and prismatic surfaces in its lateral side regions.
The described surface imperfection parts of 2.-in the side zones of short, the thick main body of described bolt are by outstanding the convexing to form in the surface from described side zones.
The described surface imperfection parts of 3.-in the side zones of short, the thick main body of described bolt are to be formed by the recess below the surface in described side zones.
The projection of the described surface imperfection parts described in 4.-in the side zones of short, the thick main body of bolt has loop configurations and is included in the plane parallel to each other perpendicular to the axis of short, the thick main body of described bolt.
The projection of the described surface imperfection parts described in 5.-in the side zones of short, the thick main body of bolt is along the spirality path with minimum moist mobile direction.
External contact line described in 6.-between bolt and described cement mortar can be configured packing ring covering and the sealing that sealed engagement is arranged.
Another aspect of the present invention, it is particularly suitable for the wall of the building with ecological characteristic, its outer facade is preferably formed by the prefabricated reinforced cement-mortar board of the thickness with about 3cm, described reinforced cement-mortar board is fixed to the absolute construction of complete metal or with the metal construction that is associated of concrete structure of strengthening and form draft chamber between described plate and metal construction, it is characterized in that, no matter be metal or mix, described outer facade braced structures has front surface, described front surface is included in described draft chamber and towards the back side of described prefabricated outer facade plate that forms described draft chamber, by ventilative thin slice, covered completely, described thin slice only with respect to the air in building and moist ventilative and only from interior of building towards described draft chamber one-way breathable.
Be closely related each other and/or of the present invention other features relevant to aforementioned feature comprise:
1.-is on the rear surface relative with the front surface that comprises described ventilative thin slice of described structure of braced structures, in abutting connection with have waterproof and breathable plate, described waterproof and breathable plate to be provided with to be also breathable on described abutment surface towards the outstanding foam mortar layer in the described rear surface of structure.
2.-one side is coated with the rear surface of the described braced structures of described coverage rate adjacency of the waterproof and breathable plate of outstanding foam mortar layer, and described rear surface is with relative before described ventilative thin slice covering.
3.-is on the face of the outstanding foam mortar layer of not having of described waterproof and breathable plate, in abutting connection with there being " U " shape section bar and two support frames that vertical " C " shape section bar forms by two levels, support frame holds the covering layer of isolated material and in its upright body, is provided with alternatively the hole for cable and pipeline process.
The assembly of two gypsum planks of the face-to-face adjacency of 4.-, in abutting connection with the relative face of the face with in abutting connection with waterproof and breathable plate of " U " shape and " C " shape section material framework, is wherein coated with ventilative coating near the plate of interior of building more.
Described in 5.-, the covering layer of isolated material comprises the semi-rigid material of self-supporting, and it is arranged between waterproof and breathable plate and the assembly of gypsum plank, can not need the support of described metal profiled bar frame.
Described in 6.-, breathable foam mortar layer passes through the material structure of the group being formed by cellulose fibre, rock wool, glass fiber and synthetic fibers.
Another being characterised in that of the present invention, the seismic shield device of the situation that a kind of precast plate of the structure that is specially adapted to containment building is placed against described structure by multiple fixed components that formed by threaded rod, one end of described threaded rod is bonded in the tapped through hole that is embedded in the general bolt in described plate and by nut and is fixed to described plate, simultaneously the other end is fixed to the polygon plate of taking a seat by corresponding nut and lock nut, polygon take a seat plate in an one edge mate in the passage of support section bar that is attached to regularly described fabric structure, described seismic shield device comprises locking device, locking device makes described polygon the take a seat stabilizing of plate in the passage of described support section bar that is attached to regularly described fabric structure of taking a seat removedly.
The further feature that forms embodiments of the present invention and details is described below:
The maintenance section bar that described in 1.-, locking device is attached to fabric structure regularly and removedly by the mode with cantilever forms, the reverse passage of the resilient flexibility of its free ending tool, takes a seat the relative side of the side of described passage with being bonded on the support section bar that is attached to regularly described fabric structure of plate to make the take a seat stabilizing of taking a seat of plate of described polygon for engaging described polygon.
Described in 2.-, locking device is formed by metal sheet, it is in abutting connection with polygon the suspending towards the face of braced structures and in the mode riding on described top edge of plate of taking a seat, described metal sheet has window in the central, the take a seat fixedly locked nut of plate of described polygon freely extends through window, and metal sheet has the lower end that is bent into vertical auricle, auricle be landed on the one hand the angle that is attached to regularly described structure support section bar horizontal component above on, and through the described horizontal component of angle support section bar, be attached to regularly the hardening profiles that supports section bar for described angle on the other hand, hardening profiles is closely engaged in described angle and supports the passage of section bar and be attached to regularly between the vertical portion of described section bar of braced structures.
Described in 3.-, the size of the window of metal-sheet parts allows the fixedly locked nut in the location of the plate rotation outstanding and lock nut when handling lock nut and take a seat the position of plate to fix described polygon through window of taking a seat of described polygon.
4.-hardening profiles has right angle rectangular tubular structure and its length is occupied the uncertain length of the angle support section bar of the group being formed by described whole length or its multiple regularly spaced independent sectors.
Accompanying drawing explanation
For ease of understanding the multiple details of foregoing and structure essence, one embodiment of the present invention are described below with reference to accompanying drawings.In the situation that considering its initial schematically essence, it must be understood that these accompanying drawings do not have any limited field for protecting the width requiring by law.In accompanying drawing:
Fig. 1 is according to the phantom drawing of a kind of embodiment of general bolt of the present invention.
Fig. 2 is the lateral view that allows a kind of embodiment of the device of control panel when being attached to general bolt.
Fig. 3 is the part sectional side view of plate to the anchor point of building braced structures.
Fig. 4 is the part sectional side view that in plate, bolt is attached to the point of manipulation device as shown in Figure 2.
Fig. 5 is the part sectional side view of the layout of plate when peeling off from mould.
Fig. 6 is the sectional view of a kind of embodiment of structure of the present invention, shown in it all by fixture be connected to reinforcement concrete structure structure floor structure floor and be suspended at modification, upright body and the transverse member modification of the fixture of the reinforced cement-mortar board of the reinforcement with two axial tensionings in this structure.
Once Fig. 7 is the detailed perspective view that is attached to one of possible embodiment of the fixture at the edge of the floor structure floor of the concrete structure structure of reinforcement and upright body holding position therein, upright body is shown in broken lines so that observe fixture.
Fig. 8 and Fig. 7 are similar, once be the detailed perspective view that is attached to the holding position therein of two and upright body of the possible embodiment of the fixture at the edge of the floor structure floor of the concrete structure structure of reinforcement, upright body is shown in broken lines so that observe fixture.
Fig. 9 is the stereogram of floor structure floor, its be illustrated in lower end be anchored to lower horizontal metal section bar the upright section bar of multiple metals lower end and on upper end is anchored to the upright section bar of other multiple metals of horizontal metal section bar, upper and lower horizontal metal section bar is mounted to same floor structure floor.
Figure 10 is that the concrete structure in the case of strengthening does not occur that the upper end of upright metallic section bar sedimentation is at the sectional view of the details of the means for attachment (having the possibility of motion) at the some place of upper horizontal metal section bar.
Figure 11 is the sectional view of the mode of the attached maintenance of the upper end of the upright metallic section bar shown in Figure 10 after subsiding movement appears in concrete structure, and wherein said upper end is positioned near of the basal wall of horizontal metal section bar.
Figure 12 is the sectional view of reinforced cement-mortar board, and bolt is wherein by forming according to short, the thick main body of the embodiment before the present invention.
Figure 13 and Fig. 6 are similar, illustrate by the bolt forming according to short, the thick main body of one embodiment of the present invention, and wherein irregular component is outstanding from its side zones.
Figure 14 and Fig. 7 are similar, illustrate that wherein irregular component forms recess in its transverse area by the bolt forming according to short, the thick main body of one embodiment of the present invention.
Figure 15 is the vertical sectional view of part of a kind of embodiment of composite of the present invention.
Figure 16 is the three-dimensional order of the part sectional view that a part for composite as shown in figure 15 is seen from outside.
Figure 17 is the part sectional side view that is provided with two anchor points of two adjacent panel against building braced structures of seismic shield device of the present invention.
Figure 18 is according to the part sectional side view of the anchor point of the plate in the angle support section of object of the present invention.
Figure 19 is the elevation of the details of thin plate metal piece, the layout of window shown in it with and with the relation of the fixing lock nut of the location of the plate of taking a seat for polygon.
The specific embodiment
Fig. 1 illustrates general bolt 100 constructed according to the invention preferred embodiment.General bolt 100 is by forming by carrying out to thick flat the single parts that mould punching and bending operation are manufactured in succession.Its objective is acquisition elongate body, it is formed as rectangle Ω, forms the center rectangle arch 111 that forms anchor device 107.The both sides of center rectangle arch 111 have two side arms 112 that form holding device 106.These holding devices 106 are symmetrical and coplanar each other with respect to center rectangle arch 111.Holding device 106 forms the main holding device of elongate body in mortar heap.Equally, as the middle body 113 of the described center rectangle arch 111 of anchor device 107, there is the central, threaded through hole 114 that inserts the manipulation device 108 of Fig. 2 and the fastening devices 109 of Fig. 3 for order.
As shown in Figure 3, between the coplanar outerplanar B of the outerplanar A mutually concordant with hidden face 104 plate 102 middle body 113 and two side arms 112, general bolt 100 has dimension D, make described side arm 112 can be positioned at the inside middle region of plate 102, in this region, also can find cable 105 or the bar of twin shaft to reinforcement.
Accompanying drawing illustrates that elongate body is become by flat bar, and flat preferably includes such as the iron material of steel but also do not get rid of other materials.Flat can be by a series of mould punchings and pressing operation moulding, but does not under any circumstance also get rid of the possibility of carrying out moulding by lost wax casting or other technique.
In most cases, elongate body comprises single solid parts, and its horizontal concavo-convex edge 115 is all by sphering.
Fig. 2 illustrates a kind of embodiment for the manipulation device 108 of plate 102.After engaging with general bolt 100, manipulation device 108 makes can to handle general bolt 100 in the molded stage and inserts in plate 102.Finally, under the position shown in Fig. 4, also allow the demoulding and the transportation of plate 102.
For the manipulation device 108 of plate 102, by one end threaded steel pole 116 of 117 tool, form, it can be bonded in the tapped through hole 114 in the middle body 113 of the center rectangle arch 111 that is formed at general bolt 100 releasedly.At the other end, manipulation device 108 is provided with throat 118, and as shown in Figure 5, the holder 119A that throat makes manipulation device 108 can betransported machine 119 keeps.In startup operation, transporter 119 is inserted into general bolt 100 in the main body of fresh mortar heap, and described fresh mortar piles up that for the moulding form 120 of plate 102, to be deposited on grain board 102A upper and be closed under the environment that plate 121 seals in the open end of mould 120.In subsequent operation, manipulation device 108 makes plate 102 to be removed and to be transported to from mould 120 to arrange facility and is transported to storage and/or Active workings from facility is set.
As shown in Figure 3, in plate 102 is landed in to the transverse member 128 that is attached to regularly upright body 110, to form in the operation of fabric structure, fixed component 109 is inserted in the tapped through hole 114 of center rectangle arch 111.These fixed components 109 are formed by threaded rod 122, one termination is combined in the tapped through hole 114 of middle body 113 of center rectangle arch 111 and is fixing with it by nut 123, the other end is fixed to by each nut 124 and lock nut 125 plate 126 of taking a seat simultaneously, and the plate of taking a seat is bonded in the passage 127 of support transverse member section bar 128 of the upright body 110 that is attached to regularly fabric structure.
Fig. 6 illustrates for the one of fabric structure 134 and may apply, wherein can see the modification of modification, upright body 130 and the transverse member 131 of fixture 129, all by fixture 129 be connected to the concrete structure structure 134 of reinforcement floor structure floor 133 edge 132 and be suspended at the twin shaft with prestressing on described fabric structure 134 reinforced cement-mortar board 135 to reinforcement 136.
For supporting the transverse member 131 of outwardly directed suspension arrangement 137, can adopt in one case the configuration of two angles, or in other cases, as shown in Figure 15 and 16, adopt edge on top to there is the configuration of flat " C " shape track of opening, described opening inserts for the plate 138 of taking a seat of suspension arrangement 137, and described suspension arrangement is anchored to twin shaft in prestressing to the bolt 139 being embedded between reinforcement 136 in plate 135.
Fig. 6 illustrates that how the nail 140 by the bead 141 through fixture 129 or other concrete anchor fixing apparatus are fixed to the edge 132 of floor structure floor 133 for fixture 129.(see Fig. 7 and 8) simultaneously, in the quadrangle sleeve pipe 142 being associated with described bead 141, accommodate upright body 130, its elongated orifices 145 being arranged on above in 144 by process is fixed to described quadrangle sleeve pipe 142 through 144 anchorage element 143 or other devices above of quadrangle sleeve pipe 142.Elongated orifices 145 allows fixture 129 limited slip in subsiding movement, and does not make the layout of the outer facade plate of its impact.
Fig. 7 illustrates the situation that fixture 129 is formed by the quadrangle sleeve pipe 142 that is attached to regularly flat 146.The free end of flat 146 forms porose bead 141 is set, the edge 132 of the floor structure floor 133 of the cement works thing structure 134 of strengthening through arrival by nail 140 for anchor device.The 144 described elongated orifices 145 that have for anchoring upright body 130 above of quadrangle sleeve pipe 142.
Fig. 8 illustrates that fixture 129A is by flat the situation that part 147 forms being bent, and flat part forms the sleeve pipe 142 open with the form of square arch 148, and vertically extends in two coplanar and symmetrical beads 141 at two free ends.In addition, two beads 141 are provided with the hole for nail 140 processes, and nail 140 forms the fastening devices that open sleeve pipe 142 is fixed to the edge 132 of the floor structure floor 133 of fabric structure.Meanwhile, sleeve pipe 142 holds upright body 130 and upright body is firmly kept through flows through elongated bore 145 by anchor device 143.
Fig. 9 illustrates the method for the enclosed construction built according to the invention process, comprises impermeable the flexibility by making such as the elastomeric material of butyl thin slice 150 is arranged on floor structure floor 149.
Lower horizontal metal section bar 151 in same opening between two floor structure floors 149 in succession and upper horizontal metal section bar 152 are for supports upright shape 153, and conduct " U " shape section bar has respectively basal wall 151A and 152A and sidepiece 151B and 152B.
As shown in Figure 9, it is porose 154 that lower horizontal metal section bar 151 arranges in its sidepiece 151B, for use in the anchoring screw process of the lower end 153A of upright metallic section bar 153.Simultaneously, referring to Figure 10 and 11, the upper end 153B of these upright metallic section bars 153 is by by being laterally arranged on two vertical elongated orifices 155 in described sidepiece 152B and through described vertical elongated orifices 155 and be fixed on structure that the screw 156 at the 153B place, upper end of upright metallic section bar 153 forms and be fixed to the respective side portion 152B of upper horizontal metal section bar 152.These screws 156 can be to allow the stress being caused by the sedimentation of the concrete structure building of strengthening to have screw, rivet, pin or any holding device of any type that causes mutual motion.
Figure 10 shows a kind of fixed form, and the upper end 153B wherein with upright metallic section bar 153 moves to the possibility of the basal wall 152A of horizontal metal section bar 152.In the situation that illustrating, there is not sedimentation in the concrete structure of the reinforcement of floor floor 149.In this case, the length L that is arranged on the vertical elongated orifices 155 in the sidepiece 152B of horizontal metal section bar 152 is equal to or greater than the distance B being arranged between the upper end 153B of upright metallic section bar 153 and the basal wall 152A of upper horizontal metal section bar 152, so that the concrete structure generation sedimentation of the reinforcement of building.
Figure 11 is illustrated in after subsiding movement appears in concrete structure, the stationary state of the upper end 153B of the upright metallic section bar 153 shown in front figure.In this case, described upper end 153B moves upward with the basal wall 152A location near upper horizontal metal section bar 152.
Figure 12,13 and 14 illustrates according to the example of the bolt of applicant's of the present invention technology manufacturing, and it is configured for the twin shaft with prestressing to be fixed to the reinforced cement-mortar board of reinforcement the device of fabric structure.Fastening devices was inserted in mortar heap before it is arranged in the mesh that stiffener forms, the holding device that makes fastening devices a little less than the stiffener of prestressing be contained in described mortar heap and lower than the visible surface of plate.Thus, for being anchored to the device of fabric structure, there is the region concordant with the surface of the hidden surface of plate.
Figure 12 illustrates disclosed bolt 157 of applicant of the present invention, and it is formed by short, thick main body 158, and described main body has the holding device 159 that remains to the cement mortar heap that forms plate 160.The twin shaft that holding device 159 is positioned at prestressing is on stiffener 161 and away from the visible surface 162 of plate 160.Simultaneously main body 158 has anchor device 163, and anchor device has screw thread axial hole 168 in the region concordant with the surface of the hidden surface 169 of plate 160.It should be noted that main body 158 has the side surface 170 of convergent, thereby improve its maintenance in plate 160.
Figure 13 illustrates the bolt 171 with the feature identical with the bolt 157 of Figure 12, except the side surface 172 of its short, thick main body 173 is provided with the projection 174 outstanding from described side surface 172.In the situation that illustrating, projection has annular configuration, but not getting rid of them can take such as spiral other configurations.
Figure 14 illustrates the bolt 175 with the feature identical with the bolt 157 of Figure 12, except the side surface 176 of its short, thick main body 177 is provided with the recess 178 under the plane of side surface 176.In the situation that illustrating, recess has annular configuration, but not getting rid of them can take such as spiral other configurations.
The elastic washer 180 that the outer lines contacting 179 between bolt 157,171 and 175 and the cement mortar of plate 160 can be formed liner layout covers and seals.
Do not get rid of some from the outstanding projection of side surface can with not outstanding combination.Equally, do not get rid of the configuration that short, thick main body 158,173,177 can substantially have the group that comprises tapered surface, cylindrical surface, oblong surface and prismatic surfaces in all cases in its lateral side regions yet.
Figure 15 and 16 illustrates composite, and wherein the outer facade of composite is to be about by thickness the type that the prefabricated reinforced cement-mortar board 181 of three centimetres preferably forms.Precast plate 181 is fixed to independently complete metal braced structures or is fixed to the metal support structure 182 being associated with the reinforcement concrete support structure of floor structure floor 183 forms, and draft chamber 184 is formed between described plate 181 and metal support structure 182.
The front surface of the metal of outer facade or hybrid braced structures 182 is covered by the thin slice 185 of breathing freely, and front surface is included in draft chamber 184 and faces the back of the prefabricated outer facade plate 181 that forms described draft chamber 184.Thin slice 185 is only ventilative for air and the moisture of interior of building, and only from interior of building to draft chamber's 184 one-way ventilatings.
The in the situation that of hybrid braced structures 182, example as shown in drawings and more specifically illustrate in Figure 16, it should be noted that floor structure floor 183 forms the structure part of hybrid braced structures, and other metal parts 182 of this structure are formed by " U " shape shape 186, as transverse member.These shapes 186 be fixed to two continuous floor structure floors 183 towards surface, and be arranged to its concave side towards each other, the latter connects by " C " shape shape 187 as upright body.
The rear surface of waterproof and breathable plate 188 contiguous metal braced structuress 182, the i.e. surface relative with the surface of the ventilative thin slice 185 of carrying.Plate 188 is provided with foam mortar layer 189, and foam mortar layer is also that breathe freely and outstanding towards metal support structure 182 on described adjacent surface.
Waterproof and breathable plate 188 to be to have the face contiguous metal braced structures 182 of outstanding foam mortar layer 189, also the support frame 190 in abutting connection with " C " shape shape 191 with another side.Support frame 190 is parallel to described waterproof and breathable plate 188 ground keep isolated material covering layer 192 in inner side, and its semi-rigid material by self-supporting is made, and makes not need described support frame 190 to provide support.
Thereafter, two gypsum planks 193 that are adjacent to each other and face with against the waterproof and breathable plate 188 relative face setting of 194 assembly in abutting connection with the described support frame 190 of " C " shape shape 191, be wherein coated with ventilative coating 195 near the plate 194 of interior of building more.
As shown in figure 17, plate 196 and 196A are landed in the operation of fabric structure 197, fixed component 199 is inserted in the screwed hole of the general bolt 198 of Ω shape or cylindrical general bolt 198A.These fixed components 199 are formed by threaded rod 200, and one termination is combined in the screwed hole of middle body of the center rectangle arch of the general bolt 198 of Ω shape or in the screw thread axial hole of cylindrical general bolt 198A, and fixing with it by nut 201.Meanwhile, in both cases, its other end is all fixed to the polygon plate 209 of taking a seat by corresponding nut 202 and lock nut 203, and the polygon plate 209 of taking a seat is bonded in the passage 210 of the support section bar 211 that is attached to regularly fabric structure 197.
The object application of utility model patent No.ES1068863 has been described so far, will have added the explanation of object of the present invention below.As previously noted, object of the present invention comprises and elasticity is set and makes flexibly and removedly the take a seat locking device 212 of the take a seat stabilizing of plate 209 in the passage 210 of support section bar 211 that is attached to regularly fabric structure 197 of polygon.
Described locking device 212 comprises the maintenance section bar 213 that is attached to regularly removedly fabric structure 197 in the mode of cantilever.Under elasticity and flexible situation, keep section bar 213 to there is reverse passage 214 at its free end, for engaging a take a seat side of plate 209 of polygon.This side is relative with the side that it is landed in the passage 210 of the support section bar 211 that is attached to regularly fabric structure 197.
Under these assembled condition of plate 196 and 196A, support section bar 211 and keep section bar 213 to make its installation there is suitable elasticity with the layout of cantilevered fashion and to make plate 196 and 196A to omit micromotion, do not damage plate 196 and the stability of 196A in fabric structure 197 with flexible.
Obviously, support section bar 211 and keep section bar 213 to be fixed to structure 197 by screw 215 making to install and can easily in the situation that any plate is degenerated, rebuild or transform for the needs of space or outward appearance, and do not get rid of thus, by other members of similar functions, substitute these section bars possibly.
Equally, the plate 209 of taking a seat of the polygon preferably with rectangle or square shape can be taked other configurations, and be not precluded within extreme case, takes circular configuration, circle to can be regarded as the polygon on the limit with unlimited amount.
And general bolt can be other configurations except described, as long as it has the screwed hole inserting for threaded rod 200 or has equivalent member.
As shown in figure 18, in an example of operation that plate 216 is landed in to fabric structure 197, the fixed component 218 being formed by threaded rod 219 is inserted in the screwed hole of general bolt 217 of short, the thick main body of the general bolt of Ω shape or other similar type, and one end of threaded rod 219 is bonded in the screw thread axial hole of general bolt 217 and is fixed to bolt 217 by nut 220.Equally, in both cases, the other end of threaded rod is fixed to the polygon plate 223 of taking a seat by each nut 221 and lock nut 222, and the polygon plate of taking a seat is bonded on the angle that is attached to regularly fabric structure 197 and supports in the passage 224 of section bar 225.
Up to the present the fixed point of having described plate 216 is arranged on the fresh approach in building 197.By of the present invention explanation, comprise that setting makes the polygon plate 223 of taking a seat at the angle that is attached to regularly fabric structure 197, support the object of the locking device 226 of the stabilizing of taking a seat in the passage 224 of section bar 225 removedly, rigidly below.
According to device of the present invention, the polygon plate 223 of taking a seat is provided with in abutting connection with the locking device 226 of its face A, and face A is the surface towards the braced structures of building 197, and locking device 226 suspends from the take a seat top edge B of plate 223 of polygon, rides on top edge B.Locking device 226 comprises metal-sheet parts 227, and its central authorities are provided with window 228 and have the lower end that vertically bends to form auricle 229, and lock nut 222 is freely outstanding for the fixing described polygon plate 223 of taking a seat through windows 228.Auricle 229 is landed on the upper surface of horizontal component 230 of the angle support section bar 225 that is attached to regularly fabric structure 197 on the one hand, and the described horizontal component 230 that supports section bar 225 by screw 231 or other devices through angle is on the other hand attached to the hardening profiles 232 that supports section bar for angle regularly.Hardening profiles 232 at described angle, supports the passage 224 of section bar 225 in the mode coordinating and it is attached between the vertical portion 233 of fabric structure regularly.
Can collect as shown in figure 19 and from Figure 18, the size of the window 228 of metal-sheet parts 227 is allowed for the take a seat lock nut 222 of plate 223 positions of fixing polygon and to fix, rotates described lock nut 222 when described polygon is taken a seat the position of plate 223 through stretching out and allowing handling lock nut 222.
It should be pointed out that hardening profiles 232 is tubular configuration of complete rectangle, and there is uncertain length so that the length that is supported section bar 225 by the angle of described whole length or its group that multiple independent sector was formed separating regularly each other can be occupied.Equally, can use the section bar of other types, or even from angle, support section bar 225 mould punching own out on the wall of passage 224, be vertically arranged on the auricle below horizontal component 230.
Claims (25)
1. one kind for having the twin shaft of prestressing to the function system of the reinforced cement-mortar board of reinforcement, the opening of described plate in can containment building structure, demarcated and formed by reinforced cement-mortar board in the balcony of described building, the thickness of described plate is 2 to 7cm, comprise that the twin shaft of the prestressing being formed by cable (105) or the bar of two groups of prestressing is to reinforcement (136, 161), cable in same group or bar parallel to each other and each other equidistant and described two groups vertically and be not fixed to one another orthogonally attached with form grid, it is characterized in that, described reinforced cement-mortar board is at plate overall (102, 135, 160, 181, 196, 216) on, there is the general operation device (100 embedding in its mortar heap, 157, 171, 175) can handle and/or by described plate (102, 135, 160, 181, 196, 216) be attached to the suspension arrangement (127 of the structure of building, 137, 210, 224), control the seismism of building and the device of subsiding movement, reduce the device of interior of building humidity and reduce moisture seepage to the device in plate.
According to described in last claim for thering is the twin shaft of prestressing to the function system of the reinforced cement-mortar board of reinforcement, it is characterized in that, the elongate body that general operation device on described plate overall (102) is become by thick flat bar forms, for Ω shape, form center rectangle arch (111), the side of described center rectangle arch is for symmetrical with respect to described center rectangle arch (111) and coplanar and form two side arms (112) of the main holding device (106) of described main body in described mortar mutually, the middle body of described center rectangle arch (111) has tapped through hole (114) so that manipulation device (108) and anchor device (107) order are inserted, and, described overall size allows described twin shaft that described side arm (112) can be positioned at described plate (102) to reinforcement (136, 161) the inside middle region at place.
3. according to claim 2 for thering is the twin shaft of prestressing to the function system of the reinforced cement-mortar board of reinforcement, wherein, there is the metal construction being formed by the transverse member section bar (128) of vertical upright section bar (130) and level, it has the object of being convenient in building that construction panel is suspended at the concrete structure with reinforcement, it is characterized in that, comprise multiple fixtures (129), described fixture is provided with the stable fastening devices (140) at the edge (132) of the floor structure floor (133) of the concrete structure of strengthening, described fixture is vertically aimed at independent setting the in ground and is arranged the upright section bar (130) for holding and keep to link together by described transverse member (128) to form coaxial vertical guiding in described edge (132), the described suspension arrangement (137) being arranged on the back side of described construction panel is taken a seat and is attached on described transverse member.
4. according to claim 3 for thering is the twin shaft of prestressing to the function system of the reinforced cement-mortar board of reinforcement, it is characterized in that, described fixture (129) forms by quadrangle sleeve pipe (142) or ring, there are two beads (141) coplanar with one face, make described fixture structure become bridge shape, described sleeve pipe (142) is being suitable for the vertically position of process of upright section bar (130) to the fastening devices at the described edge (132) of floor structure floor (133), described fixture (129) comprises the device for described sleeve pipe (142) being anchored to the described edge (132) of building floor structure floor (133), simultaneously described sleeve pipe (142) with the relative position, surface of taking a seat on the described edge (132) of described sleeve pipe (142) at floor structure floor (133) there is vertical elongated orifices (145) above.
5. according to claim 4 for thering is the twin shaft of prestressing to the function system of the reinforced cement-mortar board of reinforcement, it is characterized in that, described fixture (129) is formed by flat the part bending, it forms rectangle arch, and flat part of described bending extended at two free ends in the bead (141) of two coplanar symmetries of the horizontal fastening devices at the edge of building floor structure floor orthogonally at formation sleeve pipe (142).
6. according to claim 1 for thering is the twin shaft of prestressing to the function system of the reinforced cement-mortar board of reinforcement, be applied to the outer facade plate of cement mortar of the prefabricated two-way prestressing in concrete structure, wherein enclosed construction comprises the first horizontal metal section bar (151) and the second shape (152), described the first horizontal metal section bar is longitudinally positioned at the outer facade of the freedom edge of floor structure floor (149) to be fixed top slightly, flexible impermeable thin slice (150) inserts the thickness that covers floor structure floor (149), described the second shape is identical with described the first horizontal metal section bar, the outer facade of the freedom edge that is longitudinally positioned at floor structure floor (149) as the mirror image of described the first horizontal metal section bar (151) is fixed below slightly, described first shape of two adjacent floor structure floors (133) and the second shape (151,152) by spaced apart and be anchored to described section bar (151 regularly, 152) upright metallic section bar (153) links together, it is characterized in that, described upright metallic section bar (153) is fixed to by screw described the first horizontal metal section bar (151) being arranged on floor structure floor in its bottom rigidly, and described upright metallic section bar (153) is can level carrying out with the mode of vertically sliding with limited lax cooperation to the attached of described upper horizontal metal section bar (152), and be by by tapping screw, the clamp structure (156) of the group that rivet and nuts and bolt system form, through being formed at, vertical elongated orifices (155) in described upper horizontal metal section bar (152) is fixed to the upper end of described upright metallic section bar (153) and the head by described clamp structure (156) in horizontal metal section bar (152), interference fit carried out on described, the width in described hole is greater than the diameter of described clamp structure and length and equals the required safe clearance of sedimentation of the floor structure floor of the concrete structure of building.
7. according to claim 6 for thering is the twin shaft of prestressing to the function system of the reinforced cement-mortar board of reinforcement, it is characterized in that, the length L that is arranged on the described vertical elongated orifices (155) in the sidepiece (152B) of described upper horizontal metal section bar (152) is equal to or greater than the distance B being arranged between the upper end of described upright metallic section bar (153) and the basal wall of described upper horizontal metal section bar (152).
8. according to claim 1 for thering is the twin shaft of prestressing to the function system of the reinforced cement-mortar board of reinforcement, it is applicable to general operation device on plate overall (160) by bolt (157, 171, 175) situation about forming, described bolt is by short, thick main body (158, 173, 177) form, it is characterized in that, described short, thick main body (158, 173, 177) side zones is provided with irregular component (174, 178), described irregular component increases the described side surface (172 of described side zones, 176) scope and any humidity can cover described side surface (172, 176) distance on, the described main body (158 of inserting is infiltrated in described moist meeting, 173, 177) in the spacing forming due to thermal expansion and/or contraction and between the cement mortar of described plate (160).
9. according to claim 8 have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, described short, thick main body (158,173,177) in its side zones, substantially there is the configuration of the group being formed by trochoidal surface, cylindrical surface, oblong surface and prismatic surfaces.
10. according to claim 8 have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, the described surface imperfection parts in the side zones of short, the thick main body (173) of described bolt (171) are by forming from the outstanding projection (174) of described side surface (172).
11. according to claim 8ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, the described surface imperfection parts in the side zones of short, the thick main body (177) of described bolt (175) are to be formed by the recess (178) below described side surface (172).
12. according to the function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing that has described in claim 10 or 11, it is characterized in that, short, the thick main body (173 of described bolt, 177) the described surface imperfection parts (174 in side zones, 178) projection has loop configurations and is included in perpendicular to described bolt (171,175) in the plane parallel to each other of the axis of short, thick main body (173,177).
13. according to the function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing that has described in claim 10 or 11, it is characterized in that, described bolt (171,175) short, thick main body (158,173,177) projection of the described surface imperfection parts (174,178) in side zones is along the spirality path with minimum moist mobile direction.
14. according to claim 8ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, described bolt (157,171,175) the external contact line and between described cement mortar can be configured packing ring (180) covering and the sealing that sealed engagement is arranged.
15. according to claim 1ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is particularly suitable for the wall of the building with ecological characteristic, the outer facade of wherein said building is preferably formed by the prefabricated reinforced cement-mortar board (181) of the thickness with about 3cm, described reinforced cement-mortar board is fixed to the absolute construction (182) of complete metal or with the metal construction (182) that is associated of concrete structure (183) of strengthening and in described plate (181) and metal construction (182,183) between, form draft chamber (184), it is characterized in that, no matter be metal or mix, described outer facade braced structures (182,183) all there is front surface, described front surface is included in described draft chamber and towards the back side of described prefabricated outer facade plate (181) that forms described draft chamber (184), by ventilative thin slice (185), covered completely, described thin slice (185) only with respect to the air in building and moist ventilative and only from interior of building towards described draft chamber (184) one-way breathable.
16. according to claim 15ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, in braced structures (182,183) and described structure (182,183) on the relative rear surface of the front surface that comprises described ventilative thin slice, in abutting connection with have waterproof and breathable plate (188), described waterproof and breathable plate to be provided with to be also breathable on described abutment surface towards the outstanding foam mortar layer (189) in the described rear surface of described structure.
17. according to claim 15ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, one side is coated with the rear surface of the described coverage rate described braced structures of adjacency (182) of the waterproof and breathable plate (188) of outstanding foam mortar layer (189), and described rear surface is with relative before described ventilative thin slice (185) covering.
18. according to claim 15ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, on the face of the outstanding foam mortar layer (189) of not having of described waterproof and breathable plate (188), in abutting connection with there being " U " shape section bar and two support frames (190) that vertical " C " shape section bar forms by two levels, described support frame holds the covering layer (192) of isolated material and in its upright body, is provided with alternatively the hole for cable and pipeline process.
19. according to claim 18ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, two gypsum planks (193 of adjacency face-to-face, 194) assembly, in abutting connection with the relative face of the face with in abutting connection with described waterproof and breathable plate (188) of " U " shape and " C " shape section material framework (190), is wherein coated with ventilative coating (195) near the plate (194) of interior of building more.
20. according to claim 18ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, the covering layer (192) of described isolated material comprises the semi-rigid material of self-supporting and is arranged on described waterproof and breathable plate (188) and described gypsum plank (193,194), between assembly, do not need the support of described metal profiled bar frame (190).
21. according to claim 1ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, seismic shield device specifically, the situation that its precast plate that is specially adapted to the structure (197) of containment building is placed against described structure (197) by multiple fixed components that formed by threaded rod (200), one end of described threaded rod is bonded on and is embedded in described plate (196, 216) the general bolt (198 in, 198A, 217) in tapped through hole (114) and by nut (201, 220) be fixed to described plate (196, 216), the other end is by corresponding nut (202 simultaneously, 221) and lock nut (203, 222) be fixed to the polygon plate (209 of taking a seat, 223), the described polygon plate of taking a seat is engaged in the support section bar (211 that is attached to regularly described fabric structure (197) in an one edge, 225) passage (210, 224) in, it is characterized in that, it comprises locking device (212, 226), described locking device makes the described polygon plate (209 of taking a seat removedly, 223) be attached to regularly the described support section bar (211 of described fabric structure (197), 225) passage (210, 224) stabilizing of taking a seat in.
22. according to claim 21ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, the maintenance section bar (213) that described locking device (212) is attached to fabric structure regularly and removedly by the mode with cantilever forms, the reverse passage (214) of the resilient flexibility of its free ending tool, be used for engaging described polygon and take a seat the relative side of the side of described passage (210) with being bonded on the support section bar that is attached to regularly described fabric structure (197) of plate (209) to make the take a seat stabilizing of taking a seat of plate (209) of described polygon.
23. according to claim 21ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, described locking device (226) is formed by metal sheet (227), it is in abutting connection with polygon being suspended on described top edge towards the face of braced structures (197) and in the mode riding on edge on top of plate (209) of taking a seat, described metal sheet has window (228) in the central, the take a seat fixedly locked nut (222) of plate (209) of described polygon freely extends through described window, and metal sheet has the lower end that is bent into vertical auricle (229), auricle be landed on the one hand the angle that is attached to regularly described structure (197) support section bar (225) horizontal component above on, and through the described horizontal component of angle support section bar (225), be attached to regularly the hardening profiles (232) that supports section bar (225) for described angle on the other hand, described hardening profiles is closely engaged in described angle and supports the passage of section bar (225) and be attached to regularly between the vertical portion of described section bar (225) of braced structures (197).
24. according to claim 23ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, the size of the window (228) of described metal-sheet parts (227) allow described polygon take a seat the fixedly locked nut in location (222) of plate (223) through described window outstanding and when handling lock nut and take a seat the position of plate (223) to fix described polygon twist-lock nut (222).
25. according to claim 23ly have a function system to the reinforced cement-mortar board of reinforcement for the twin shaft of prestressing, it is characterized in that, described hardening profiles (232) has right angle rectangular tubular structure and its length is occupied the uncertain length of the angle support section bar (225) of the group being formed by described whole length or its multiple regularly spaced independent sectors.
Applications Claiming Priority (9)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ESU200900620 | 2009-03-30 | ||
| ES200900620U ES1070077Y (en) | 2009-03-30 | 2009-03-30 | "STABILIZING PROVISION OF CLOSURE STRUCTURES FOR CONSTRUCTION" |
| ES200900816U ES1070237Y (en) | 2009-04-30 | 2009-04-30 | "ANTISEISM DEVICE FOR CONSTRUCTION" |
| ESU200900816 | 2009-04-30 | ||
| ES200901521U ES1071354Y (en) | 2009-11-03 | 2009-11-03 | VERSATILE TACO FOR PREFABRICATED CEMENT MORTAR PANEL |
| ESU200901521 | 2009-11-03 | ||
| ES200901522U ES1071355Y (en) | 2009-11-03 | 2009-11-03 | ANTISISMIC DEVICE FOR BUILDINGS |
| ESU200901522 | 2009-11-03 | ||
| PCT/ES2010/000124 WO2010112634A1 (en) | 2009-03-30 | 2010-03-26 | Functional system of a cement-mortar panel with prestressed biaxial reinforcement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102369329A CN102369329A (en) | 2012-03-07 |
| CN102369329B true CN102369329B (en) | 2014-04-16 |
Family
ID=42827504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201080015683.8A Expired - Fee Related CN102369329B (en) | 2009-03-30 | 2010-03-26 | Functional system of a cement-mortar panel with prestressed biaxial reinforcement |
Country Status (13)
| Country | Link |
|---|---|
| US (1) | US20120055102A1 (en) |
| EP (1) | EP2415943A1 (en) |
| JP (1) | JP2012522153A (en) |
| KR (1) | KR20120027141A (en) |
| CN (1) | CN102369329B (en) |
| AU (1) | AU2010230096A1 (en) |
| BR (1) | BRPI1014732A2 (en) |
| CA (1) | CA2757153A1 (en) |
| CU (1) | CU20110175A7 (en) |
| MX (1) | MX2011010393A (en) |
| RU (1) | RU2011143756A (en) |
| SG (1) | SG174431A1 (en) |
| WO (1) | WO2010112634A1 (en) |
Families Citing this family (25)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102009044286A1 (en) * | 2009-10-19 | 2011-04-21 | Pinta Production S.A. | isolation arrangement |
| KR100984339B1 (en) * | 2010-05-04 | 2010-09-30 | 나태용 | Variable geometry curtain wall fastner |
| US8863445B2 (en) | 2010-08-24 | 2014-10-21 | Empire Technology Development Llc | Reinforced concrete dense column structure systems |
| US8844223B2 (en) * | 2010-08-24 | 2014-09-30 | Empire Technology Development Llc | Prefabricated wall panels |
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Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4642960A (en) * | 1984-12-12 | 1987-02-17 | Wallover Iii Edwin M | Prefabricated building panel and method of making the same |
| CN1360658A (en) * | 1999-07-13 | 2002-07-24 | 卡洛斯·弗拉德拉·佩利塞尔 | Construction panel and installation for its fabrication |
| CN2630367Y (en) * | 2003-07-18 | 2004-08-04 | *** | Exposed wall decorative hangig panel structure |
| CN1807789A (en) * | 2006-02-15 | 2006-07-26 | 韩春贵 | Thermal insulation system structure for mineral wool coated building |
| ES1069396U (en) * | 2008-12-18 | 2009-03-16 | Carlos Fradera Pellicer | Structure for the suspension of architectural panels (Machine-translation by Google Translate, not legally binding) |
| ES1070077U (en) * | 2009-03-30 | 2009-06-09 | Carlos Fradera Pellicer | "stabilizing provision of closure structures for construction" (Machine-translation by Google Translate, not legally binding) |
| ES1070237U (en) * | 2009-04-30 | 2009-06-30 | Carlos Fradera Pellicer | Antiseism device for construction (Machine-translation by Google Translate, not legally binding) |
| ES1071026U (en) * | 2009-07-16 | 2009-12-07 | Carlos Fradera Pellicer | Complex wall for ecological buildings (Machine-translation by Google Translate, not legally binding) |
| ES1071354U (en) * | 2009-11-03 | 2010-02-17 | Carlos Fradera Pellicer | Versatile taco for prefabricated panel of cement mortar (Machine-translation by Google Translate, not legally binding) |
| ES1071355U (en) * | 2009-11-03 | 2010-02-17 | Carlos Fradera Pellicer | Antisismic device for buildings (Machine-translation by Google Translate, not legally binding) |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5913788A (en) * | 1997-08-01 | 1999-06-22 | Herren; Thomas R. | Fire blocking and seismic resistant wall structure |
| US6711866B2 (en) * | 2000-10-06 | 2004-03-30 | Brian M. Blount | Thin prestressed concrete panel and apparatus for making the same |
| ES1060653Y (en) * | 2005-06-23 | 2006-06-01 | Pellicer Carlos F | CLOSURE STRUCTURE FOR CONSTRUCTION. |
| BRPI0721659B1 (en) | 2007-05-14 | 2018-10-30 | Pellicer Carlos F | system for fixing a cement mortar panel to a building structure |
| ES2315173B1 (en) * | 2007-05-14 | 2010-01-22 | Marmoles Visemar, S.L.U. | VENTILATED FACADE SYSTEM. |
| ES1068863Y (en) | 2008-10-01 | 2009-03-16 | Pellicer Carlos F | VERSATILE TACO FOR PREFABRICATED PANEL |
-
2010
- 2010-03-26 KR KR1020117023780A patent/KR20120027141A/en unknown
- 2010-03-26 RU RU2011143756/03A patent/RU2011143756A/en not_active Application Discontinuation
- 2010-03-26 CN CN201080015683.8A patent/CN102369329B/en not_active Expired - Fee Related
- 2010-03-26 WO PCT/ES2010/000124 patent/WO2010112634A1/en active Application Filing
- 2010-03-26 EP EP10758082A patent/EP2415943A1/en not_active Withdrawn
- 2010-03-26 SG SG2011066834A patent/SG174431A1/en unknown
- 2010-03-26 CA CA2757153A patent/CA2757153A1/en not_active Abandoned
- 2010-03-26 US US13/266,407 patent/US20120055102A1/en not_active Abandoned
- 2010-03-26 AU AU2010230096A patent/AU2010230096A1/en not_active Abandoned
- 2010-03-26 BR BRPI1014732A patent/BRPI1014732A2/en not_active IP Right Cessation
- 2010-03-26 MX MX2011010393A patent/MX2011010393A/en not_active Application Discontinuation
- 2010-03-26 JP JP2012502718A patent/JP2012522153A/en not_active Withdrawn
-
2011
- 2011-09-19 CU CU20110175A patent/CU20110175A7/en unknown
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4642960A (en) * | 1984-12-12 | 1987-02-17 | Wallover Iii Edwin M | Prefabricated building panel and method of making the same |
| CN1360658A (en) * | 1999-07-13 | 2002-07-24 | 卡洛斯·弗拉德拉·佩利塞尔 | Construction panel and installation for its fabrication |
| CN2630367Y (en) * | 2003-07-18 | 2004-08-04 | *** | Exposed wall decorative hangig panel structure |
| CN1807789A (en) * | 2006-02-15 | 2006-07-26 | 韩春贵 | Thermal insulation system structure for mineral wool coated building |
| ES1069396U (en) * | 2008-12-18 | 2009-03-16 | Carlos Fradera Pellicer | Structure for the suspension of architectural panels (Machine-translation by Google Translate, not legally binding) |
| ES1070077U (en) * | 2009-03-30 | 2009-06-09 | Carlos Fradera Pellicer | "stabilizing provision of closure structures for construction" (Machine-translation by Google Translate, not legally binding) |
| ES1070237U (en) * | 2009-04-30 | 2009-06-30 | Carlos Fradera Pellicer | Antiseism device for construction (Machine-translation by Google Translate, not legally binding) |
| ES1071026U (en) * | 2009-07-16 | 2009-12-07 | Carlos Fradera Pellicer | Complex wall for ecological buildings (Machine-translation by Google Translate, not legally binding) |
| ES1071354U (en) * | 2009-11-03 | 2010-02-17 | Carlos Fradera Pellicer | Versatile taco for prefabricated panel of cement mortar (Machine-translation by Google Translate, not legally binding) |
| ES1071355U (en) * | 2009-11-03 | 2010-02-17 | Carlos Fradera Pellicer | Antisismic device for buildings (Machine-translation by Google Translate, not legally binding) |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102369329A (en) | 2012-03-07 |
| EP2415943A1 (en) | 2012-02-08 |
| SG174431A1 (en) | 2011-10-28 |
| MX2011010393A (en) | 2011-10-24 |
| CU20110175A7 (en) | 2012-06-21 |
| AU2010230096A1 (en) | 2011-10-06 |
| JP2012522153A (en) | 2012-09-20 |
| RU2011143756A (en) | 2013-05-10 |
| KR20120027141A (en) | 2012-03-21 |
| WO2010112634A1 (en) | 2010-10-07 |
| CA2757153A1 (en) | 2010-10-07 |
| BRPI1014732A2 (en) | 2016-04-12 |
| US20120055102A1 (en) | 2012-03-08 |
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Effective date of registration: 20191121 Address after: No. 4, Shenzhou Road, Jiangning airport hub Economic Zone, Nanjing, Jiangsu Province Patentee after: Ozetta (Nanjing) new building materials Co.,Ltd. Address before: Xi Banyamasana Patentee before: PELLICER CARLOS F. |
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