CN103362283A

CN103362283A - Stone installation structure and method for installing stone

Info

Publication number: CN103362283A
Application number: CN2013103097678A
Authority: CN
Inventors: 谢晓斌; 邹彤; 李震
Original assignee: YIHE TECHNOLOGY DEVELOPMENT (SHANGHAI) Co Ltd
Current assignee: YIHE TECHNOLOGY DEVELOPMENT (SHANGHAI) Co Ltd
Priority date: 2013-07-22
Filing date: 2013-07-22
Publication date: 2013-10-23
Also published as: WO2015010495A1

Abstract

The invention discloses a stone installation structure, which comprises a building main body and stone installed on the building main body. The stone installation structure is characterized in that the installation structure also comprises a plurality of installation units mutually independent; the stone is adjusted to a setting position by the installation units and is fastened, and moreover, the position of the stone is not changed during a fastening process. As the stone installation structure disclosed by the invention is adopted, stimulation and control are provided for the dynamic generation process of the prestress of an elastic material to form a stable prestressed structure, and three-dimensional adjustment can be performed during an installation process, and therefore, the installation accuracy of the stone is greatly improved. The stone installation structure has the characteristics that the firmness, the accuracy and the safety degree are high and the convenience and the changeability are good.

Description

Stone installation structure and the method that stone material is installed

Technical field

The present invention relates to a kind of building materials mounting structure and mounting method, espespecially a kind of dry-hang stone mounting structure and the method that stone material is installed.

Background technology

Stone material dry suspending is a kind of construction technology of external wall, and this technique is the external surface that directly ornamental stone is installed on building structure by connector and bolt, reserves certain space between stone material and the structure.This technique is compared with traditional wet trade technique, exempted grouting procedure, not only can the reduction of erection time, alleviate the building deadweight, improve anti-seismic performance, but also prevented that effectively the saline and alkaline pigment that waits in the grouting to the osmosis pollution of stone material, improving its presentation quality and decorative effect.

In the national regulation of present " national building standard design atlas " J103-2～7 " stone material (framework) curtain wall ", accepted standard dry-hang stone mounting means has Back-bolt type, component type and short-slot structure.

Wherein the mounting means of " Back-bolt type structure " is roughly: according to designing requirement column and crossbeam and aluminium alloys connector are installed, punch, arrange back of the body bolt and aluminium alloys suspension member at the stone material back, by suspension member and cooperating of connector stone material being shelved on column and the crossbeam, regulate the position of the adjustment screw correction stone material on aluminium alloys suspension member top, stone material stays seam place filling with sealant, so far finishes the installation of stone curtain wall.

As seen such mounting means, that stone material is not realized fastening " installation " with column and crossbeam, realize like this " installation " of " Back-bolt type " dry-hang stone shelf type, cooperating between " C " type connector on " C " type suspension member on the stone material and the crossbeam is that can stone material realize the key of effectively shelving, and only each suspension member on each piece stone material a little can both be realized cooperating well with shelving of connector, simultaneously the everywhere is adjusted under the prerequisite that screw can both be effectively regulates stone material, could finish according to designing requirement " installation " of stone material.Therefore this just requires the design between suspension member and the connector to stay seam must cover the error of following all objective realities, otherwise can't implement.

At first for the stone material at building scene the base layer construction part is installed: there is error in the flexibility the when column of agent structure and crossbeam dispatch from the factory, also can deform when Site Welding is installed, certainly exist level after therefore installing, vertically reach the error of planeness; There is error in the position of the fastening point of connector on crossbeam;

Secondly for processing and the assembled part of stone material in the factory and Hardware fitting: there are error in the size of stone material, thickness and planeness; There are error in the diameter of anchor hole, the depth, verticality; There are error in location and the spacing of anchor hole; There is error in the precision of crab-bolt, suspension member and connector itself;

At last for the on-the-spot stone material of building mounting portion: the error that fixedly have the depth or angle of crab-bolt on stone material; There is error etc. in the fastening parallelism rear and stone material of suspension member and crab-bolt.

Because each stone material unit is comprised of a stone material and a plurality of crab-bolt and suspension member, simultaneously will with crossbeam on the many places connector or point or the face at other positions combine, and stone material and column and crossbeam are rigid material, the process of installing does not have the function of three-dimensional regulation, the in addition objective reality of above-mentioned error and uncertain and uncontrollable, the result's is uncertain in the time of certainly will causing suspension member on the stone material and the connector on the crossbeam to be worked in coordination, in case and both can't install smoothly, the processing mode of job site may be:

(1) do over again, be about to reinstall after the larger member of deviation is rectified and improved on the spot, such as near again punching original position, hole, obviously this stress to member destroys again, and fastness and the stability of new perforate are uncertain equally;

(2) change, the member that namely can't install with new component replacement, this has caused waste undoubtedly, has increased the cost of installing;

(3) install by force, namely the workman pries open suspension member or connector by force at the scene and installs, the consequently deformation of member, state labile, and the three-dimensional regulation of stone material is more difficult.

Other structural issues of " Back-bolt type " dry-hang stone also have:

1, aluminium alloys suspension member and aluminium alloys connector are open " C " type structure but not enclosed construction, its force structure is originally just unstable, unreasonable, therefore bear behind the stone material weight load yielding, insecure, when the loads such as gravity not the simultaneously distortion of structure also be uncertain;

2, according to standard, must leave a fixed gap after suspension member and crab-bolt are fixed and between the stone material, therefore the crab-bolt anchor pole does not enter stone material inside fully, and crab-bolt is carried out the root expansion in stone material inside, anchor pole does not expand, between anchor pole and the stone material space is arranged, so anchor pole is in cantilever position near stone surface, when stressed be can be subjected to displacement, unsettled.In addition, for crab-bolt and this assembly of suspension member, what one end was subject near the expansion point of crab-bolt is the gravity of stone material, and what the other end was subject on " C " of suspension member type structure top is the bearing capacity of connector, that is to say that stone material gravity and bearing capacity be not on same axis.Yet in this assembly, be not similar to the stable power of the turning structure of the such non-coaxial gravity of triangle steel roof truss and carrying yet, can with from disalignment to load effectively transfer on the fixing bearing point by member.So, result after said structure is stressed is that the contact point of anchor pole middle part and stone material face becomes the sled point of rigidity, the danger that near the stone material it crack, fragmentation very likely occur even bursts apart, the fastening point of stone material also can be offset simultaneously, causes the unstable of total;

3, in the process that the adjustment screw is adjusted the verticality of stone material, the adjustment screw of generally selecting is the M6 bolt of standard, pitch is 1mm, and the section bar wall thickness of connector is generally 4mm, therefore adjusts the effective travel of screw in aluminium alloys connector wall thickness and mostly is 3 circle complete threads most.According to standard JGJ133, monolithic stone plate face area is not more than 1.5m ², get temporarily 1m ²Thickness is not less than 25mm, gets temporarily 25mm; The deadweight standard value of stone material is got 28KN/m ³, the weight of being not difficult to calculate the monolithic stone material is about 70KG.Suppose that establishing two on stone material top shelves and adjust a little, and each some suspension member is very smooth with cooperating of connector, adjusting screw also can rotate in the connector screw thread freely, at this moment, the bearing point of stone material weight will by the contact point of suspension member and connector, be transferred to suspension member and the contact point of adjusting screw head.Just think, so the stone material of weight only depends on the carrying of two three circle aluminium alloys screw threads, and the actual interface width of screw thread and screw is obviously unreasonable less than 0.5mm; And in the adjustment process, the adjustment screw that bears heavy duty also will move back and forth in the aluminium alloys screw thread of connector simultaneously, undoubtedly the intensity of screw and hardness are greater than aluminium alloy extrusions, therefore adjust in the process that screw rotates in the connector screw thread, at first be worn or what damage must be the aluminium alloys screw thread, like this bearing point of stone material must become flexible, unstable, bring potential safety hazard to total.

More situation is, because above-mentioned error or other factors cause, forms stuck state between suspension member and the connector after installing, and namely vertical relative displacement can't occur for both.Yet this moment, the workman still can turn the adjustment screw, because the relation of material, only being the aluminium alloys screw thread is not sufficient to resist resistance between suspension member and the connector with frictional resistance between the adjustment screw.So, when the workman find to turn adjust screw after stone material do not envision displacement the time, the aluminium alloys screw thread in the suspension member is destroyed.Just can't carry out the adjustment of stone material like this, can't observe at all, can't judge that with the source of adjusting resistance the concrete bearing point of stone material weight is also unknown and adjust the space.

The processing mode at scene should be that refitting is pulled down, changed to suspension member when above-mentioned situation occurs.Install if can not rectify and improve at this point, stone material just can not be realized effectively shelving of designing requirement, in case be given a shock, the impact of the external force such as collision, namely can aggravate insecure, destabilizing factor to the destruction of stone material, cause that finally stone material is cracked and even fall, have potential safety hazard;

If 4, have local stone material to need to change after installing, can't be with identical frame mode reasonable installation, in the future use and maintenance is brought very large trouble;

5, adopt two group aluminum alloy spares to install, aluminium consumption amount is larger, and stone material and the member phenomenon of scrapping of doing over again happens occasionally, and has not only increased installation cost, and the national economy strategy with the development resource economy type is not inconsistent yet.

In addition, stone material mounting means and the above-mentioned standard of patent CN102535695 are basic identical, just between two groups of C type aluminium alloys suspension members and stone material, the Buffer Units such as spring or elastic steel sheet have been set up, to a certain degree increased the pliability of stone curtain wall, but prerequisite is that stone material weight is consistent, the load-bearing of each mounting points is consistent with resistance, otherwise can't solve the fastening safety of stone material and convenience problem, defects still exists at all.

Stone material mounting means and the above-mentioned standard of patent CN102587549 are basic identical, just at the dihedral supporting plate strip adjustment hole is set, set up the adjustment gusset plate in adjustment hanging part side, so that stone material can carry out three-dimensional regulation, but do not have to solve the fastening safety of stone material and convenience problem, defects still exists at all.

Stone material mounting means and the above-mentioned standard of patent CN201738542 are basic identical, just change the C type connector on the crossbeam into the angle steel adaptor, and bar shaped installing hole and locating hole be set thereon, so that stone material can carry out three-dimensional regulation and lateral register, but do not have to solve the fastening safety of stone material and convenience problem, defects still exists at all.

The mounting means of " component type structure " is roughly: according to designing requirement column and crossbeam and connector are installed, fastening at stone material edge fluting, filling special glue and stainless steel, by suspension member the connector of stone material and crossbeam is implemented to install, stay seam place filling with sealant at stone material at last, so far finish the installation of stone curtain wall.

As seen to realize the reliable installation of " component type " dry-hang stone, except the error that must avoid following objective reality, effective filling of special glue---timely, closely knit, surface cleaning is dry and filler after maintenance etc., will be firm, the stable key of total.

At first for stone material basic unit is installed: have certain level, the vertical flatness error that reaches with column and the crossbeam of the same agent structure of Back-bolt type; There is error in the position of the fastening point of connector on crossbeam;

Secondly for the processing of stone material and Hardware fitting: there are error in stone material size, thickness and planeness; There are error in the width of each slotted eye, the depth, verticality; There is error in the slotted eye location; There is error in the precision of the connector such as suspension member and supporting plate itself;

At last for on-the-spot mounting portion: the error that fixedly have the depth or angle of suspension member on stone material; There is uncertain (as described below) etc. in bonding between stone material and suspension member.

According to standard, must cohere with the epoxide resin type special glue between stone material and the stainless steel.In order to make special glue can reach optimum design intensity, need possess simultaneously following primary condition:

Time---epoxy glue is generally two components, from being mixed into to solidify the certain hour restriction is arranged.Just having begun mixture is that liquid state, viscosity are stronger substantially, must as early as possible it be filled to the zone that needs.Also may " sudden change " become jello like the hard rubber because mixture can begin gel very soon, its hardness strengthens gradually, and while viscosity is lost gradually;

Necessary suitable cleaning, the drying of the bonding surface of environment---bonded thing;

Closely knit---for guaranteeing bond effect, the filling of special glue must be closely knit, fully contacts with bonded thing;

Maintenance---special glue can not be carried out any interference to its stable state after filling.Because mixture also can become fragile when possessing intensity after beginning to solidify, antistripping, cracking resistance, shock resistance are relatively poor.Yet this moment, its solidification process did not finish, and needed to continue maintenance a period of time to reach its final response intensity.

Yet in stone material dry suspending engineering specific implementation process:

Because factors such as the lifting of the cleaning of stone material slotted eye, stone material, in place, adjustment, special glue is difficult to accomplish that with mixing with usefulness, the fastening point of several suspension members on the stone material also is difficult to accomplish simultaneously filler, namely " time " can't guarantee.The result is that the state of special glue is different in several suspension member fastening point, and the viscosity that has is very strong, also do not begin to solidify, and beginning of having solidified, viscosity reduces, and have substantially solidify, do not have viscosity;

Because the particularity of job site is subject to the restriction of the many factors such as geography, weather, equipment, time, " environment " can't guarantee.The fluorocarbon-sprayed technique of aluminium alloy extrusions for example, quite high to the Surface of profile processing requirements before spraying, except washing etc. the series of standards program through deoil decontamination, washing, alkali cleaning, pickling, pure water, prior prerequisite is: must operate in air humidity, a cleanliness factor have the controlled factory building of certain standard, environment, namely only have the controlled result that just can obtain determining of process.Yet in present stone material dry suspending job site, air humidity and cleanliness factor etc. obviously are uncontrollable, accomplish that the surface of stone material and suspension member is quite clean, drying is very difficult, and this will directly have influence on the bond quality of special glue undoubtedly;

Also have, the bonding point place of stone material upper and lower and suspension member, the filling compactness of its special glue is different, is positioned at the special glue of stone material bottom slotted eye because bearing the stone material deadweight, its compactness tends to greater than the special glue in the slotted eye of stone material top; Some other position also can affect the compactness of filler owing to reasons such as operating space, visible angles, and therefore " closely knit " can't guarantee;

Owing to also will carry out the position adjustment to stone material behind the filler, the contingent elastic deformation of hardware component, and uncertain external force etc. all can cause to the stable state of special glue interference, so " maintenance " also can't guarantee.

As seen the bond state of each point is uncertain, uncontrollable between stone material and suspension member, do not form effectively fastening between the two, this also causes the concrete bearing point of stone material is uncertain, uncontrollable, simultaneously above-mentioned all errors also be objective reality with uncertain and uncontrollable, so the fastness of total and stability also are uncertain, in case be given a shock, the impact of the external force such as collision, be easy to cause that stone material is loosening and even fall, there is larger potential safety hazard.

Other structural issues of " component type " dry-hang stone also have:

1, an end of stainless steel is the gravity station that bears stone material weight, and the other end then is the bearing point that is shelved on the supporting plate, and namely stone material gravity and bearing capacity be not on same axis.Yet this structure is not the stable power of the turning structure that is similar to the such non-coaxial gravity of triangle steel roof truss and carrying yet, can with from disalignment to load effectively transfer on the fixing bearing point by member.On the contrary, become after suspension member, supporting plate and connector are fastening and have certain flexible assembly, so after stressed certain deformation can occur, make suspension member produce outside prying force at the position that links to each other with stone material, and stone material and suspension member are rigid material, special glue also is fragility after solidifying, and does not possess shock-absorbing capacity, and special glue breaks away from, embrittlement so the prying force that this deformation produces is easy to cause.We know that stone material is natural materials, and its material uniformity is relatively poor, and the bending strength discrete type is large, belongs to fragile material, and unavoidable some slight internal injuries that produce are difficult to be found in generation, exploitation, process; Yet, the prying force that said modules forms stone material is equivalent to the weight of stone material, but far away apart from fulcrum, therefore the reaction force that is subject to apart from the nearer stone material of fulcrum will be conducted oneself with dignity greater than it, and the stressed position of stone material is the position of suspension member and stone material bonding, because the edge fluting exactly becomes the weakest position of stone material, that is to say, thickness only has original in 1/3rd, the degree of depth is the groove depth of suspension member, so the lithotome of small size to bear than monoblock stone material from the large prying force of escheat, obviously the easier stone material that causes collapses angle, the cracked even danger of falling;

If 2, have local stone material to need to change after installing, can't be with identical frame mode reasonable installation, in the future use and maintenance is brought very large trouble;

3, complete stone curtain wall engineering not merely is to arrange in the plane of some blocks of stone materials, but formed by many point, line, surface, as negative and positive angle, door and window hole, with interface of other facing materials etc., and stone material stays the seam place all will fill with special seal gum, so will become as a whole after all stone materials all install.Moreover between stone material and the suspension member, all be almost between suspension member and the supporting plate and be rigidly connected, without any buffering leeway, if crack or accidentally destroyed appears in a certain block of stone material therefore wherein, affected may be some stone materials of periphery even more.

In addition, stone material mounting means and the above-mentioned standard of patent CN102518235 are basic identical, just between supporting plate and suspension member, set up and prevented that suspension member from breakking away and the spacing code of bob, hanging seat is provided with sawtooth sheet and adjusting bolt, so that stone material can carry out the adjusting of front and back and above-below direction, all do not have error but prerequisite is stone material and member, otherwise can't solve the fastening safety of stone material and convenience problem at all, defects still exists.

Stone material mounting means and the above-mentioned standard of patent CN101624850 are basic identical, just changing stone material end fluting into stone side oblique notches, so that stone material can carry out three-dimensional regulation, but there are not to solve the fastening safety of stone material and convenience problem at all, defects still exists, and the stone material difficulty of construction of oblique notching is larger, easier damage, poor stability.

Stone material mounting means and the above-mentioned standard of patent CN1737288 are basic identical, just with the pressing plate form that fixedly changes between supporting plate and the suspension member, do not have to solve the fastening safety of stone material and convenience problem at all, and defects still exists.

Stone material mounting means and the above-mentioned standard of patent CN202152494 are basic identical, just are provided with the adjustment screw at supporting plate and upper pendant junction, not basic fastening safety and the convenience problem of stone material that solve, and defects still exists.

The mounting means of " short-slot structure " is roughly: according to designing requirement column and crossbeam and connector are installed, slot at the stone material edge, it is solid to fill special glue and stainless steel butterfly back of the body chucking, implement the connector of stone material and crossbeam fastening by butterfly back of the body card, stay seam place filling with sealant at stone material at last, so far finish the installation of stone curtain wall.

Problem and above-mentioned " component type structure " that the stone curtain wall existence is installed with this mode are basic identical, but except having a bit, i.e. the stress point of the center of gravity of stone material and suspension member carrying is positioned at same axis." short-slot " structure is by butterfly back of the body card and special glue, two blocks of stone materials are bonded together up and down simultaneously, although gravity and bearing capacity are positioned at same axis, but butterfly back of the body card and connector are for having certain flexible assembly, after stressed still certain deformation can occur, stone material is produced outside prying force, have equally potential safety hazard.

The more important thing is that the gravity load of " short-slot structure " top stone material is carried by the bottom stone material fully.We know that stone material is natural materials, and its material uniformity is relatively poor, and the bending strength discrete type is large, belongs to fragile material, and unavoidable some slight internal injuries that produce are difficult to be found in generation, exploitation, process; As stone curtain wall, although do not bear the load of agent structure, but it will bear the load such as deadweight, wind, earthquake and temperature and effect to its impact, if add the gravity load of top stone material, its force-bearing situation of stone material that is in so the bottom is extremely unsettled.Moreover because epoxy glue and fluid sealant almost are connected as a single entity whole stone curtain wall, so in case that the bottom stone material occurs is damaged, the rock-steady structure of whole stone curtain wall is thereupon destroyed, consequently unknown, the time of causing danger also is unknown.Therefore, anti-seismic performance and the building body of stone material is unmatched in " short-slot structure ", although standard limits to some extent to the height scope of application of this mode, this limits the sufficient scientific basis that does not embody its safety.

In addition, the stone material mounting means of patent CN102080423 is identical with above-mentioned standard, does not solve the fastening safety of stone material and convenience problem, and defects still exists.

Patent CN101787802 has announced a kind of method that changes of short-slot type dry hanging stone, the mounting means and the above-mentioned standard that change rear stone material are basic identical, the globality variation of stone curtain wall after just butterfly back of the body card being cut, and when filler is adjusted in the stone material position again, the quality of filler can't guarantee, do not have to solve the fastening safety of stone material and convenience problem, defects still exists at all.

The stone material fastening means of patent CN102312541 is identical with above-mentioned standard, the members such as slide block, gap bridge connector, corner-type wall-connecting piece just between stone connecting component and keel, have been set up, carrying out to realize three-dimensional regulation when the monolithic stone material is installed, but it is larger to regulate difficulty when the polylith stone material is installed, do not have to solve the fastening safety of stone material and convenience problem, defects still exists at all.

Stone material mounting means and the above-mentioned standard of patent CN102561638 are basic identical, just be bonded with mechanical property at back face of stone and strengthen piece, need not slot in the stone material end like this, and the stability of stone material itself strengthens, but do not have to solve the fastening safety issue of stone material, defects still exists at all.Simultaneously, stone material and mechanical property strengthen effective bonding between the piece and become particularly important, otherwise above-mentioned error easily generation to the monolateral power of tearing of glue, the new potential safety hazard such as cause that stone material comes unstuck.

Because three kinds of stone material dry suspending structures in the above-mentioned standard and the disclosed technology of Patents, all can't accomplish the effective three-dimensional regulation of stone material, relatively poor to the various error allowances of objective reality simultaneously, therefore when the stone material dry suspending structure design at structure corner position, often adopt the mode of two stone material hollow joints or the fissure of displacement to process, install and can't use separately with the monoblock stone material of corner.Obviously this type of pieces together the relative monoblock stone material of mounting means at angles by two blocks of stone materials, and globality and rigidity are relatively poor, and two blocks of stone materials collide easily and cause danger when running into external force or light in structure micrometric displacement; If deviation occurs when error or installation occurring the size of stone material, the staying seam between stone material is difficult to alignment, and visual effect is relatively poor.So in case can realize that the monolithic stone material carries out the cladding of structure corner position, not only the integral rigidity of stone curtain wall has strengthened, the degree of freedom of elevation of building design is greatly expansion also, and construction sequence also can be simplified.

Other are at national standard " building curtain wall " GB/T21086, the national regulation files such as industry standard " metal and stone curtain wall engineering legislation " JGJ133, with patent CN101424119 etc., the related content of the relevant fastening installation of stone material has above-mentioned similar statement.Generally speaking, stone material dry suspending structure in above-mentioned standard and the patent has certain defective about fastening means, mounting means and the bearing structure of stone material, and there are not targetedly solution and technical scheme, therefore relevant potential safety hazard exists all the time, also becomes a great problem that always perplexs person skilled.

Yet the progress along with the epoch, the professional technique of all trades and professions is all being constantly updated, people also are growing on and on to the market demand of dry-hang stone, the core technology that can effectively promote stone material dry suspending installation safety and convenience is still unresolved, and the security incidents of all kinds of relevant dry-hang stones also happen occasionally.Have a strong impact on industrial upgrading for fastening this class of stone material, the problem of restriction energy-saving and environmental protection, efficient modernization development there is no at present more rational settling mode, and the present invention has been filled up the blank in this field.

Summary of the invention

The object of the invention is to overcome the defective of prior art, and a kind of stone installation structure is provided.The fastening system that fastening system among the present invention is a kind of dynamic generation, have stable prestressed structure.

Prestressing force [prestressing force] generally refers in the material making or in other object forming processes, in advance to the tensile region under its outer load effect, the compressive stress of using corresponding technology and technique to introduce, the compressive stress constituent material that draws in advance or the prestressed structure of object.Introduce compressive stress in material or object, the technology and the technique that form stable prestressed structure generally are referred to as prestressing technique.The material or the object that have prestressed structure are commonly referred to as prestressed material or prestressing force object.

As everyone knows, the prestressed structure of material or object can be improved the functional performance of material or object.The functional performance of material or object generally refers to the raising of himself rigidity, the lifting of self anti-shake performance, and the enhancing of self elastic strength, thus increase durability and the safety in its use procedure of material or object.

Have existed since ancient times for prestressing technique, is the Chinese ancients apparatus performances of taking this to make the life better, a kind of technique of reinforcing the compensation working tool.Can durable leakproof such as wooden barrel cuff (introducing prestressing force) etc.Nearest five more than ten years, continuous breakthrough along with prestressing technique, prestressed structure has obtained great application in fields such as buildings, and prestressed material has also been broken through the restriction of high strength steel etc., progressively high to intensity, change from non-metal types such as the large poly-carbon fiber of heavy and light, elastic membrane amount and polyester fiber classes.

But regrettably, prestressed material or object major applications so far still also is confined to improve the physical property field of material and object self.As prestressed material, its physical property no doubt has remarkable reinforcement, but its built-in stable prestressed structure must have it that innovation area of use should be arranged.

Under the effect of external force, introduce the process of compressive stress in material or the object, be commonly referred to as the built-in prestressed production process of material or object.Generally speaking, any elastomeric material under the effect of external force, all can produce built-in prestressing force, and the mechanism of external force is exactly the process that the built-in prestressing force of elastomeric material produces.The dynamic process that the built-in prestressing force of elastomeric material produces is implemented control with foreign object, just form the built-in prestressed rock-steady structure of material or object.

The present invention uses the elastic fastening assembly, produce external force by the compressing assembly it is introduced compressive stress, and control the dynamic process that compressive stress is introduced with fastened assembly, form at last the stable prestressed structure of compressing assembly, fastening assembly and fastened assembly one, thereby finish and reach the fastening effect of stone material.Because the use of prestressing force fastening assembly, the firmness of the fastening installation of stone material, stability, degree of safety and Discussing Convenience are also strengthened greatly.

The objective of the invention is to solve the deficiency of present dry-hang stone technology, a kind of exciting and controlling elastomeric material prestressing force Dynamic Generation process is provided, form stable prestressed structure, thereby and can in installation process, carry out the stone installation structure that three-dimensional regulation increases substantially stone material installation accuracy.The stone installation structure that the present invention sets up can strengthen firmness, accuracy, degree of safety, the convenience and easily transsexual of the installation that is mounted stone material greatly.

For solving the problems of the technologies described above, the present invention has realized a kind of stone installation structure, comprise building body and be installed on stone material on the described building body, described mounting structure also comprises a plurality of separate installation units, described stone material is adjusted to desired location by described installation unit and carries out fasteningly, and does not change in the position of stone material described in the fastening process.

Further improvement of the present invention is that described installation unit comprises compressing assembly, fastening assembly and fastened assembly;

Described fastened module position adjustable ground is fixed on the described building body, and described compressing module position adjustable ground is fixed on the described stone material;

Perhaps, described fastened module position adjustable ground is fixed on the described stone material, and described compressing module position adjustable ground is fixed on the described building body;

Generate prestressing force and then fastening described fastened assembly by oppressing described compressing assembly and cooperating of fastened assembly described fastening assembly, wherein:

Described fastening assembly comprises that two symmetries are held on the bow-shaped arm of described fastened object both sides, sandwiched forms an enclosed space between two bow-shaped arms, described bow-shaped arm comprises that one first arm of force is connected second arm of force of described first arm of force with one, the junction of described first arm of force and described second arm of force forms a sliding-end, described first arm of force forms one in the side away from described second arm of force and is subjected to pressure side, described second arm of force forms a fastening end in the side away from described first arm of force, and the pressurized termination of described first arm of force is subjected to the compressing of described compressing assembly and cooperates described fastened object to order about described first arm of force and second arm of force generation prestressing force.

Further improvement of the present invention is that above-mentioned compressing assembly comprises a stone material junction plate and a pressure block; Described stone material junction plate is anchored on described stone material and places the first side of described first arm of force, and two sliding-ends of described bow-shaped arm are resisted against described stone material junction plate; Described pressure block is arranged at the second side of described first arm of force, and two of described bow-shaped arm is subjected to pressure side to be resisted against described pressure block;

Described fastened assembly comprises that a base plate and is formed at the wing plate of described base plate, and described base plate is anchored on the described building body by a building body connector; Two fastening ends of described bow-shaped arm are resisted against described wing plate two sides;

Fastening described stone material junction plate and described pressure block, described pressure block is oppressed two of described bow-shaped arm and is subjected to pressure side to the displacement of described stone material junction plate direction, two sliding-ends of described bow-shaped arm occur in the surface of described stone material junction plate mutually away from displacement, two fastening ends of described bow-shaped arm are subject to the spacing of described wing plate, thereby order about described first arm of force and the fastening described wing plate of described second arm of force generation prestressing force.

Further improvement of the present invention is, form the grooved hole on the base plate of above-mentioned fastened assembly, and by being arranged in bolton in the described grooved hole on described building body connector, and described fastened assembly carries out the position adjustment by described grooved hole along a first direction;

The position adjustment of a second direction and a third direction is carried out in two fastening ends of described bow-shaped arm in described wing plate two sides by described enclosed space.

Further improvement of the present invention is, first end and described pressure block by the described stone material junction plate of a bolton, the second end of described stone material junction plate offers a plurality of grooveds hole, and is fixed on the described stone material by the bolt that is arranged in the described grooved hole.

Further improvement of the present invention is that described compressing assembly comprises a pressure block and a building body connector, and the both sides, middle part of described pressure block cave inward and form and the inboard pressure section that cooperates of described fastening assembly two bow-shaped arms; The pressure section of described pressure block is located between described two bow-shaped arms, two of described bow-shaped arm is subjected to pressure side to be resisted against described pressure section, and two sliding-ends of described bow-shaped arm are resisted against the surface of described building body connector, and the two ends of described pressure block are anchored on described building body connector;

Described fastened assembly comprises that a base plate and is formed at the wing plate of described base plate, and described base plate is fixed on the described stone material; Two fastening ends of described bow-shaped arm are resisted against described wing plate two sides;

Fastening described pressure block and described building body connector, described pressure section oppresses two of described bow-shaped arm and is subjected to pressure side to the displacement of described building body connector direction, two sliding-ends of described bow-shaped arm occur in described building body connector surface mutually away from displacement, two fastening ends of described bow-shaped arm are subject to the spacing of described wing plate, thereby order about described first arm of force and the fastening described wing plate of described second arm of force generation prestressing force.

Further improvement of the present invention is, the two ends of above-mentioned pressure block offer respectively a grooved hole and by being arranged in bolton in the described grooved hole in described building body connector, and described compressing assembly carries out the position adjustment by described grooved hole along a first direction;

Described wing plate carries out the position adjustment of a second direction and a third direction by described enclosed space between two fastening ends of described bow-shaped arm.

Further improvement of the present invention is, the first end of described base plate is bent to form a limiting section, the side of described stone material forms the stopper slot that cooperates with described limiting section, described limiting section is sticked in the described stopper slot, the second end of above-mentioned base plate forms a grooved hole, and is fixed in described stone material by the bolt that is arranged in the described grooved hole.

Further improvement of the present invention is, above-mentioned compressing assembly comprises a casing and a pressure block, described casing comprises one first side plate, one second side plate and is connected to top board and the base plate of described the first side plate and the second side end that described box house hollow is formed with a slipping space; The both sides of the first side plate stretch out respectively and form two connecting portions, and described casing is anchored on the described stone material by described connecting portion; Described casing is arranged at the first side of described first arm of force, and surperficial described casing the first side plate that two sliding-ends of described bow-shaped arm are resisted against described casing offers one first through hole, and described casing the second side plate offers one second through hole; One first wedge type block is arranged in described the first side plate by described the first through hole, and the first side of described the first wedge type block forms one first inclined-plane, and described the first wedge type block the second side side is formed with a screw that connects with described the first inclined-plane; And one second wedge type block, be slidedly arranged in the described slipping space, the first side side of described the second wedge type block cooperates described the first inclined-plane to be formed with one second inclined-plane, described the second inclined-plane is formed with an elongated slot that runs through described the second wedge type block, and the end face of described the second wedge type block is combined with a push bolt; Described box top offers a third through-hole, and described push bolt is stretched out outside the described casing by described third through-hole;

The first side of described pressure block is combined with a fastening bolt, described fastening bolt runs through described the second through hole and described elongated slot, and cooperate the screw of described the first wedge type block that described pressure block is anchored on described the first wedge type block, push bolt drives described the second wedge type block and pushes against described the first wedge type block displacement, and then drive described pressure block and oppress two of described bow-shaped arm and be subjected to pressure side to the displacement of described casing direction, two sliding-ends of described bow-shaped arm in described casing the second side plate external surface occur mutually away from displacement;

Described fastened assembly comprises that a backboard and is formed at the wing plate of described backboard, and described backboard is anchored on the described building body by a building body connector; Two fastening ends of described bow-shaped arm are resisted against described wing plate two sides, and two fastening ends of described bow-shaped arm are subject to the spacing of described wing plate, thereby order about described first arm of force and described second arm of force generates the fastening described wing plate of prestressing force.

Further improvement of the present invention is that above-mentioned the first through hole and described the second through hole are the grooved hole, and described fastening bolt carries out the position adjustment by described grooved hole along a first direction; Described wing plate carries out the position adjustment of described first direction and a third direction by described enclosed space.

Further improvement of the present invention is that above-mentioned backboard forms respectively a grooved hole in the described wing plate left and right sides, and is fixed on the described building body connector by the bolt that is arranged in the described grooved hole.

Further improvement of the present invention is, offers the grooved hole on the connecting portion of above-mentioned casing, and is fixed on the described stone material by the bolt that is arranged in the described grooved hole.

Further improvement of the present invention is that above-mentioned compressing assembly comprises one first stone connecting component, two pressure blocks and a pressing plate; Described the first stone connecting component comprises one first backboard and a top board and is anchored on a bottom stone material by described the first backboard, described top board places the first side of first arm of force of one first described fastening assembly, and two sliding-ends of the bow-shaped arm of described the first fastening assembly are resisted against described top board soffit; One first described pressure block is arranged at the second side of described first arm of force, and two of the bow-shaped arm of described the first fastening assembly is subjected to pressure side to be resisted against described the first pressure block; Described pressing plate places the first side of first arm of force of one second described fastening assembly, and two sliding-ends of the bow-shaped arm of described the second fastening assembly are resisted against described pressing plate; One second described pressure block is arranged at the second side of first arm of force of described the second fastening assembly, and two of the bow-shaped arm of described the second fastening assembly is subjected to pressure side to be resisted against described the second pressure block;

Described fastened assembly comprises one first wing plate and one second stone connecting component; Described the second stone connecting component comprises that one second backboard and is formed at the second wing plate of described backboard, and described the second stone connecting component is fixed on the described stone material in a top by described the second backboard; Two fastening ends of the bow-shaped arm of described the first fastening assembly are against described the first wing plate two sides, and two fastening ends of the bow-shaped arm of described the second fastening assembly are against described the second wing plate two sides;

Described the first wing plate and described pressing plate are formed at one case beam body, and described case beam body is anchored on the described building body by a building body connector;

Fastening described top board and described the first pressure block, described the first pressure block oppress described the first fastening assembly bow-shaped arm two be subjected to pressure side to the displacement of described top board direction, two sliding-ends of the bow-shaped arm of described the first fastening assembly in the soffit of described top board occur mutually away from displacement, two fastening ends of described the first fastening assembly bow-shaped arm are subject to the spacing of described the first wing plate, thereby first arm of force and described second arm of force that order about described the first fastening assembly generate fastening described the first wing plate of prestressing force;

Fastening described pressing plate and described the second pressure block, described the second pressure block oppress described the second fastening assembly bow-shaped arm two be subjected to pressure side to the displacement of described pressing plate direction, two sliding-ends of the bow-shaped arm of described the second fastening assembly occur in the surface of described pressing plate mutually away from displacement, two fastening ends of described the second fastening assembly bow-shaped arm are subject to the spacing of described the second wing plate, thereby first arm of force and described second arm of force that order about described the second fastening assembly generate fastening described the second wing plate of prestressing force.

Further improvement of the present invention is, the first end of above-mentioned top board forms the grooved hole, and fastening by the bolt and described the first pressure block that are arranged in the described grooved hole, and described the first pressure block and described the first fastening assembly carry out the position adjustment by described grooved hole along a first direction;

Two fastening ends of the bow-shaped arm of described the first fastening assembly are carried out the position adjustment of a second direction and a third direction by described enclosed space in described the first wing plate two sides;

Described pressing plate forms the grooved hole, and fastening by the bolt and described the second pressure block that are arranged in the described grooved hole, and described the second pressure block and described the second fastening assembly carry out the position adjustment by the grooved hole of described pressing plate along described first direction;

Described the second wing plate carries out the position adjustment of a second direction and a third direction between two fastening ends of the bow-shaped arm of described the second fastening assembly by described enclosed space.

Further improvement of the present invention is that the second end of above-mentioned top board is bent to form one first limiting plate, and one first stopper slot that cooperates with described the first limiting plate is formed on stone material top, described bottom, and described the first limiting plate is sticked in described the first stopper slot;

The bottom of described the second backboard is bent to form one second limiting plate, and one second stopper slot that cooperates with described the second limiting plate is formed on described top stone material bottom, and described the second limiting plate is sticked in described the second stopper slot.

Further improvement of the present invention is, above-mentioned the first backboard and described the second backboard all offer the grooved hole, and described the first stone connecting component and described the second stone connecting component are fixed on described bottom stone material and the top stone material by the bolt that is arranged in the described grooved hole respectively.

Further improvement of the present invention is that described building body connector is a T-shaped structure, comprises the swash plate that a riser, a transverse slat and play a supportive role, and described swash plate is connected to described riser and described transverse slat; Described transverse slat is provided with the grooved hole, and the bolton by being arranged in described grooved hole is in described case beam body; Described riser is provided with a plurality of grooveds hole, and the bolton by being arranged in described grooved hole is on described building body.

Further improvement of the present invention is, described building body connector is one U-shaped, and U-shaped biside plate stretches out respectively in top end and is formed with junction plate, and described junction plate is provided with grooved hole and the bolton by being arranged in described grooved hole on described building body; The inboard sandwiched of described U-shaped biside plate forms an operating space.

Further improvement of the present invention is, being subjected to of above-mentioned bow-shaped arm connects by an arc-shaped deformation district between the pressure side.

Further improvement of the present invention is that the sliding-end of above-mentioned bow-shaped arm becomes arc surface or inclined-plane.

Further improvement of the present invention is that the thickness of above-mentioned second arm of force forms a from thick to thin gradual change from described sliding-end to described fastening end.

Further improvement of the present invention is that the fastening end of above-mentioned bow-shaped arm is provided with a compressing tablet, and the join domain of described compressing tablet and described second arm of force caves inward and forms a compressing tablet position adjustments district.

Further improvement of the present invention is that the pressure side that is subjected to of above-mentioned bow-shaped arm has extended to form a rotation positioning edge, and the corresponding described rotation positioning edge of described compressing assembly is formed with the rotation locating slot.

The present invention has been owing to adopted above technical scheme, makes it have following beneficial effect to be:

In fastening assembly of the present invention, the compressing assembly cooperates fastened assembly to oppress together fastening assembly generation prestressing force, fastened assembly becomes the prestressed main control element of generation, what fastening assembly was selected is elastomeric material, it under external force, material internal namely forms stable prestressing force and stores, and forms the fastening system of stable prestressing force and prestressing force feature with fastened assembly, compressing assembly, and its beneficial effect includes but not limited to:

1. when prestressed structure was subject to ectocine, the cushioning effect of its sensitiveness also was quite obvious.Such as, when fastened object or miscellaneous part are subject to suddenly ambient temperature effect, when producing the internal stress of skewness owing to the thermal shock resistance properties of material itself is poor; In installation process and in the use procedure, when producing the internal stress of skewness owing to the external force collision that may be subject to; Because of designing requirement, when stone material was installed many group fastening units, the stress concentration of local also may occur in its inside.This moment, whole prestressing force fastening unit can be regulated corresponding prestressing force size by the deformation size of elastomeric material, with this contingent unbalanced internal stress was cushioned, thereby played well protective effect to stone material and even total.

2. after being adjusted to the right place in the installation site of stone material, until implement in the final fastening process, stone material and even whole fastening unit itself do not move, but by the bolt rotation in the compressing assembly, the compressing fastening assembly produces deformation and implements fastening.Avoid so undoubtedly the generation of stone material internal stress, kept the stable of prestressed structure.This type of fastening means that generally adopts at present is directly fastening by means such as five metals mostly, and material installed all can produce displacement without exception in the process, and a large inducement of this to be material installed produce unbalanced internal stress.

3. the present invention is in the fastening implementation process of whole prestressing force, can not produce owing to fastening stone material is caused irregular compressing and surface deformation, the error owing to each member, the error that carrier is installed, the error of stone material itself have been avoided, and the factors such as workpiece displacement of above-mentioned fastening process generation, and the destruction of the internal stress of the existing planeness of the stone material that must cause and self equilibrium has strengthened the safety of whole stone material fastening system and the ability of opposing external force greatly.

4. in addition, the present invention is in the fastening implementation process of whole prestressing force, all be to oppress fastened assembly and then make fastening assembly produce prestressing force by tightening associated bolt, when concrete operations, by in the design module in early stage to the design of the raw-material selection of each assembly and geometry, the later stage workman only needs associated bolt is tightened the fastening force that puts in place and can obtain presetting, and need not be subject to the impact of the uncertain factors such as operating force, greatly reduces operating condition and technical requirements.

The safety of the technology of the present invention dry-hang stone is by rational fastening structure, satisfies that the sport technique segments such as compliance structure of adaptive mounting structure, gravity bearing structure, three-dimensional regulation structure and the site operation of stone material natural attribute ensure.

The present invention installs with fastening process and does not rely on stone special glue fully, so can ignore all restrictions of its use, certain stone special glue still can be used as auxiliary binder and adds the choice for use in man-hour at the stone material factory of component.

When the present invention installs at dry-hang stone, the three-dimensional regulation of stone material is the adjusting of the free putting type under tightening state not, fully unrestricted; And to the setting in three-dimensional regulation space, can cover the foozle of generally held standard workpiece and the member error that the generally held standard construction forms fully.

Stone material of the present invention is after three-dimensional regulation puts in place fully, implement at last single-point, independent prestressing force is fastening, the position of fastening process stone material no longer changes, so not only can not make when mounted stone material produce unnecessary internal stress, and the external force that may be subject to stone material after installing can play certain cushioning effect.

The present invention also can significantly reduce the use of the materials such as section bar on the improved basis that safety and convenience to prior art have matter, and the saving of material cost; In addition, reduction and the overall process of operating technology condition are controlled, effectively avoid doing over again and the scrapping etc. of material the remarkable contribution of especially time shorten and cost of labor being saved.

Description of drawings

Fig. 1 is the present invention's the first preferred embodiment stone installation structure lateral view;

Fig. 2 is the present invention's the first preferred embodiment stone installation structure top view;

Fig. 3 is the fastening floor map of the present invention's the first preferred embodiment stone installation structure installation unit;

Fig. 4 is the present invention's the first preferred embodiment stone installation structure schematic perspective view;

Fig. 5 is the exploded view of Fig. 4;

Fig. 6 is fastening assembly schematic perspective view among Fig. 4;

Fig. 7 is fastening assembly floor map among Fig. 4;

Fig. 8 is installation unit structural upright schematic diagram among Fig. 4;

Fig. 9 is the exploded view of Fig. 8;

Figure 10 is pressure block schematic perspective view among Fig. 4;

Figure 11 is building body connector schematic perspective view among Fig. 4;

Figure 12 is the arc-shaped deformation district compressive deformation schematic diagram of fastening assembly among Fig. 7;

Figure 13 is the fastening Principle of Process schematic diagram of the present invention's the first preferred embodiment prestressed structure assembly;

Figure 14 is the present invention's the second preferred embodiment stone installation structure lateral view;

Figure 15 is the present invention's the second preferred embodiment stone installation structure top view;

Figure 16 is the fastening floor map of the present invention's the second preferred embodiment stone installation structure installation unit;

Figure 17 is the present invention's the second preferred embodiment stone installation structure schematic perspective view;

Figure 18 is the exploded view of Figure 17;

Figure 19 is pressure block schematic perspective view among Figure 17;

Figure 20 is installation unit structural representation among Figure 17;

Figure 21 is the exploded view of Figure 20;

Figure 22 is the stone connecting component schematic perspective view among Figure 17;

Figure 23 is the stone material schematic perspective view among Figure 17;

Figure 24 is the syndeton schematic diagram of stone connecting component and stone material among Figure 17;

Figure 25 is the exploded view of Figure 24;

Figure 26 is the present invention's the 3rd preferred embodiment stone installation structure lateral view;

Figure 27 is the present invention's the 3rd preferred embodiment stone installation structure top view;

Figure 28 is the fastening floor map of the present invention's the 3rd preferred embodiment stone installation structure installation unit;

Figure 29 is the present invention's the 3rd preferred embodiment stone installation structure schematic perspective view;

Figure 30 is the exploded view of Figure 29;

Figure 31 is casing schematic perspective view among Figure 29;

Figure 32 is pressure block schematic perspective view among Figure 29;

Figure 33 is installation unit structural representation among Figure 29;

Figure 34 is building body connector schematic perspective view among Figure 29;

Figure 35 is the present invention's the 4th preferred embodiment stone installation structure lateral view;

Figure 36 is the present invention's the 4th preferred embodiment stone installation structure top view;

Figure 37 is the fastening floor map of the present invention's the 4th preferred embodiment stone installation structure installation unit;

Figure 38 is the present invention's the 4th preferred embodiment stone installation structure schematic perspective view;

Figure 39 is the exploded view of Figure 38;

Figure 40 is Figure 38 raising middle flask beam body schematic perspective view;

Figure 41 is the syndeton schematic diagram of Figure 38 middle and lower part stone material and stone connecting component;

Figure 42 is the exploded view of Figure 41;

Figure 43 is the syndeton schematic diagram of Figure 38 middle and upper part stone material and stone connecting component;

Figure 44 is the exploded view of Figure 43;

Figure 45 is building body connector schematic perspective view among Figure 38.

The specific embodiment

The invention will be further described below in conjunction with specific embodiment.

Consult Fig. 1-shown in Figure 5, in the first preferred embodiment of the present invention, stone installation structure of the present invention comprises building body 3 and is installed on stone material 2 on the building body 3, mounting structure also comprises a plurality of separate installation units 1, and installation unit 1 comprises compressing assembly 122, fastening assembly 121 and fastened assembly 123;

Fastened assembly 123 comprises base plate 1231 and is created on wing plate 1232 on the base plate 1231, base plate 1231 is connected with building body 3 by building body connector 11, and offer the grooved hole on the base plate 1231, fastened assembly 123 can be regulated along a first direction position on building body connector 11 by the grooved hole on the base plate 1231;

Please cooperate shown in Figure 11, building body connector 11 is U-shaped in the present embodiment, and U-shaped biside plate stretches out and is formed with junction plate 111, offer on the junction plate 111 grooved hole and the bolt by being arranged in the grooved hole with building body connector 11 fixing with building body 3 on, U-shaped the inboard operating space 112 that forms.

See also Fig. 4-shown in Figure 9, existing do in this embodiment to give a definition for ease of describing: with the thickness direction of stone material 2 as X-direction, with the horizontal installation direction of stone material 2 as Y direction, with the at right angle setting direction of stone material 2 as Z-direction, and X-axis is perpendicular to described Y-axis, and Z axis is perpendicular to the plane of X-axis and Y-axis formation; Wherein:

Please cooperate Fig. 6-shown in Figure 7, fastening assembly 121 comprises that two symmetries are held on the bow-shaped arm of fastened object both sides, and its material should be selected has suitable intensity, has simultaneously the material of certain elasticity and toughness concurrently, such as metal, engineering plastics, macromolecular material etc.; Sandwiched forms an enclosed space 1210 between two bow-shaped arms, bow-shaped arm comprises that one first arm of force 1211 is connected second arm of force 1212 of first arm of force 1211 with one, the junction of first arm of force and second arm of force forms a sliding-end 1213, and 1213 one-tenth arc surfaces of this sliding-end or inclined-plane can be less at the resistance that guarantees to produce in slipping; First arm of force 1211 forms one in the side away from second arm of force 1212 and is subjected to pressure side 1214, and this is subjected to pressure side 1214 to extend to form a rotation positioning edge 1216 downwards; Second arm of force 1212 forms a fastening end 1215 in the side away from first arm of force 1211, is combined with a compressing tablet 1217 on the fastening end 1215, and the surface of compressing tablet 1217 is provided with the inverted tooth-like lines with the surface engagement of wing plate 1232; And the join domain of second arm of force 1212 and compressing tablet 1217 caves inward and forms a compressing tablet position adjustments district 1218, can realize in fastening process that by this compressing tablet position adjustments district 1218 the small self-positions of compressing tablet 1217 regulate, so that it more entirely attaches wing plate 1232; The compressing that is subjected to pressure side 1214 acceptance compressing assemblies 122 of first arm of force 1211 also cooperates fastened assembly 123 to order about first arm of force 1211 and second arm of force, 1212 generation prestressing force.First arm of force 1211 is a short straight-arm in the present embodiment, second arm of force 1212 is an arched arm, and the thickness of second arm of force 1212 is from sliding-end 1,213 1215 formation, one from thick to thin gradual change to the fastening end, and this kind structure can guarantee whole arched arm fully and homogeneous deformation, not frangibility; Further, two bow-shaped arms are subjected to connect by an arc-shaped deformation district 1219 is set between the pressure side 1214 two, when first arm of force 1211 be subjected to pressure side 1214 pressurized the time, arc-shaped deformation district 1219 is forced into from arc and is linear pattern, the compressive deformation process in arc-shaped deformation district 1219 sees also Figure 12; The design in arc-shaped deformation district 1219 has guaranteed that fastening assembly 121 has certain extension space; Fastening assembly 121 runs through along X-direction in two zones that mutually combined by pressure side 1214 and arc-shaped deformation district 1219 and is provided with a through hole.

Cooperation Fig. 4～Fig. 5, Fig. 8～shown in Figure 10, compressing assembly 122 comprises a stone material junction plate 1222 and a pressure block 1221; Stone material junction plate 1222 is anchored on stone material 2 and places the first side of first arm of force 1211, and two sliding-ends 1213 of bow-shaped arm are resisted against stone material junction plate 1222; Pressure block 1221 is arranged at the second side of first arm of force 1211, and two of bow-shaped arm is subjected to pressure side 1214 to be resisted against pressure block 1221; Stone material junction plate 1222 both sides are provided with the reinforcement wing plate, and it is U-shaped that the cross section is; The middle part of pressure block 1221 is provided with the bolt hole that an X-direction runs through, the upper surface middle part of pressure block 1221 cooperates rotation positioning edge 1216 to be provided with two elongated rotation locating slots 12211 along Z-direction simultaneously, the radius of this rotation locating slot 12211 equals or is slightly larger than the radius of rotation positioning edge 1216, work as so whole fastening assembly 121 in implementing fastening process, rotation positioning edge 1216 can be effectively rotation locating slot 12211 interior location with rotate, two sliding-ends 1213 are just understood surface at stone material junction plate 1222 only along the Y direction displacement.

Fastened assembly 123 comprises that a base plate 1231 and is formed at the wing plate 1232 of base plate 1231, and wing plate 1232 surfaces cooperate with the inverted tooth-like lines on compressing tablet 1217 surfaces, and base plate 1231 is anchored on the building body connector 11; Two fastening ends 1215 of bow-shaped arm are resisted against wing plate 1232 two sides.

Fastening stone material junction plate 1222 and pressure block 1221, two of pressure block 1221 compressing bow-shaped arms are subjected to pressure side 1214 to the 1222 direction displacements of stone material junction plate, two sliding-ends 1213 of bow-shaped arm in the second side surface of stone material junction plate 1222 occur mutually away from displacement, two fastening ends 1215 of bow-shaped arm are subject to the spacing of wing plate 1232, thereby order about first arm of force 1211 and the fastening wing plate 1232 of second arm of force, 1212 generation prestressing force.The below cooperates Figure 13 to further specify the operating principle of whole fastening process, two of bow-shaped arm be subjected to pressure side 1214 under the contention effect of pressure block 1221 along the X-direction displacement, cooperating of locating slot 12211 guaranteed to be subjected to pressure side 1214 that Y does not occur in moving process by rotation positioning edge 1216 with rotation, skew on the Z-direction, it is controlled constant in fastening process that two bow-shaped arms are subjected to the distance between the pressure side 1214, simultaneously two sliding-ends 1213 be resisted against stone material junction plate 1222 along Y direction occur mutually away from displacement, and mutually close displacement occurs until be resisted against the side of wing plate 1232 along Y direction in two fastening ends 1215, therefore the distance of 1217 of the compressing tablets of two fastening ends 1215 also is controlled, and its restraint location point on wing plate 1232 also is controlled; Further be subjected to pressure side 1214 along the X-direction top offset by pressure block 1221 compressings two, and then order about two sliding-ends 1213 along Y direction continue away from, and two fastening ends are resisted against the side of wing plate 1232 and are subject to thus spacing 1215 this moments, deformation occurs and generates prestressing force in first arm of force 1211 and second arm of force 1212 thus, so far installation unit 1 reaches tightening state, and wing plate 1232 obtains fastening.Same; when prestressing force need to be removed; as long as bolt is unclamped; the deformation meeting of bow-shaped arm returns to before not tightening state; this moment, prestressing force disappeared automatically; the parts of whole fastening system module all are reversible, loss-free and again reusable, have not only saved cost, simultaneously also very environmental protection.

Form two grooved holes on fastened assembly 123 base plates 1231, and be fixed on the building body connector 11 by the bolt that is arranged in the grooved hole, and fastened assembly 123 carries out the position adjustment by the grooved hole along Y-direction;

The position adjustment of directions X and Z direction is carried out in two fastening ends 1215 of bow-shaped arm in wing plate 1232 two sides by enclosed space 1210.

Present embodiment is when assembling stone material 2, at first a plurality of building body connectors 11 are individually fixed on the building body 3, then determine respectively each building body connector 11 position on building body 3, at the fastened assembly 123 in building body connector 11 location, it is fixing that fastened assembly 123 carries out being adjusted to behind the predeterminated position of Y direction by the grooved hole according to this default installation site; Stone material 2 all can be finished in factory with installation with the making of stone material junction plate 1222, first according to designing requirement anchor hole is set at the back face of stone that processes, crab-bolt and stone material 2 are implemented anchoring, then implement stone material junction plate 1222 and stone material 2 fastening by crab-bolt and nut; Before fastening, can carry out the adjustment of Y direction to stone material junction plate 1222, can regulate the error that two groups of crab-bolts exist on the one hand, the more important thing is that the width that guarantees stone material junction plate 1222 outstanding stone materials 2 must meet design requirement, stone material 2 is arranged at default installation site, afterwards that pressure block 1221 is inboard and two fastening ends 1215 are held on the both sides of the wing plate 1232 of fastened assembly 123 against first arm of force 1211; Guaranteeing on the not mobile basis of stone material 2, by the solid stone material junction plate 1222 of tools for bolts ' pretension and pressure block 1221, two of pressure block 1221 compressing bow-shaped arms are subjected to pressure side 1214 to the 1222 direction displacements of stone material junction plate, two sliding-ends 1213 of bow-shaped arm occur in the surface of stone material junction plate 1222 mutually away from displacement, two fastening ends 1215 of bow-shaped arm are subject to the spacing of wing plate 1232, thereby order about first arm of force 1211 and the prefastened wing plate 1232 of second arm of force, 1212 generation prestressing force; Two fastening ends 1215 of bow-shaped arm are fully fastening afterwards by enclosed space 1210 carries out X-direction and Z-direction in wing plate 1232 two sides position adjustment simultaneously, realize stone material 2 accurately fixing in default installation site.

In the installation process of wing plate 1232 and stone material 2 and fastening assembly 121, wing plate 1232 will play a key effect: the coordinate origin of at first whole installation system is arranged on its center of gravity place, the location of all component and fittings or size will design accordingly, realize that namely function is defined in the position between a plurality of installation units 1; When installing with fastening assembly 121 combinations, wing plate 1232 will participate in the fastening process of prestressing force as main control element, simultaneously by the relative displacement of wing plate 1232 in the enclosed space 1210 of fastening assembly 121, can realize the adjustment of stone material X-axis and Z-direction, namely realize the independent three-dimensional regulatory function of a plurality of installation units 1; Last installation, the gravity load of stone material 2 also is to be transferred to each installation unit 1 by wing plate 1232, has realized carrying and the fastening function of a plurality of installation units 1.

Consult Figure 14-shown in Figure 19, in the second preferred embodiment of the present invention, its primary structure is identical with the first embodiment, difference is: compressing assembly 122 is comprised of pressure block 1221 and building body connector 11, pressure block 1221 is I shape, and the both sides, middle part cave inward and form and the inboard pressure section 1223 that cooperates of 121 liang of bow-shaped arms of fastening assembly; The pressure section 1223 of pressure block 1221 is located between two bow-shaped arms, two of bow-shaped arm is subjected to pressure side 1214 to be resisted against pressure section 1223, and two sliding-ends 1213 of bow-shaped arm are resisted against the surface of building body connector 11, and the two ends of pressure block 1221 are fixed on the building body connector 11;

See also Figure 20-shown in Figure 25, fastened assembly 123 comprises that a base plate 1231 and is formed at the wing plate 1232 of base plate 1231, wing plate 1232 surfaces cooperate with the inverted tooth-like lines that compressing tablet 1217 surfaces are provided with, the first end of base plate 1231 is bent to form a L shaped limiting section 1233, the side of stone material 2 forms the stopper slot 21 that cooperates with limiting section 1233, limiting section 1233 is sticked in the stopper slot 21, and the second end of base plate 1231 is fixed on the stone material 2; Two fastening ends 1215 of bow-shaped arm are resisted against wing plate 1232 two sides; The second end of base plate 1231 forms a grooved hole, and is fixed on the stone material 2 by the bolt that is arranged in the grooved hole.

Fastened assembly 123 and stone material 2 are assembled in factory, need at stopper slot 21 interior filling stone special glues, implement fastening with auxiliary bolt to fastened assembly 123 and stone material 2.In follow-up fastening process, wing plate 1232 will represent fastened assembly 123 after fastening and stone material 2, and to participate in whole prestressing force as main control element fastening.

Fastening pressure piece 1221 and building body connector 11, two of pressure section 1223 compressing bow-shaped arms are subjected to pressure side 1214 to the 11 direction displacements of building body connector, two sliding-ends 1213 of bow-shaped arm occur in building body connector 11 surface mutually away from displacement, two fastening ends 1215 of bow-shaped arm are subject to the spacing of wing plate 1232, thereby order about first arm of force 1211 and the fastening wing plate 1232 of second arm of force, 1212 generation prestressing force.

The two ends of pressure block 1221 offer respectively a grooved hole and by being arranged in bolton in the grooved hole on building body connector 11, and pressure block 122 carries out the position adjustment by the grooved hole along X-direction; Wing plate 1232 carries out the position adjustment of Y direction and Z-direction by enclosed space between two fastening ends 1215 of bow-shaped arm.

Consult shown in Figure 26-34, in the 3rd preferred embodiment of the present invention, its primary structure is identical with first and second embodiment, difference is: compressing assembly 122 comprises a casing 1224 and a pressure block 1221, casing 1224 comprises one first side plate 12241, one second side plate 12242 and is connected to the first side plate 12241 and top board 12243 and the base plate 12244 of the second side plate 12242 ends that box house hollow is formed with a slipping space; The both sides of the first side plate 12241 stretch out respectively and form two connecting portions 12245, offer the grooved hole on the connecting portion 12245 of casing 1224, and are fixed on the stone material 2 by the bolt that is arranged in the grooved hole; Casing 1224 is arranged at the first side of first arm of force 1211, and two sliding-ends 1213 of bow-shaped arm are resisted against casing 1224 surfaces, and casing 1,224 first side plates 12241 offer one first through hole, and casing the second side plate 12242 offers one second through hole; One first wedge type block 1225 is arranged in the first side plate 12241, the first wedge type blocks 1,225 first sides by the first through hole and forms one first inclined-plane, and the first wedge type block 1,225 second side sides are formed with the screw that the one and first inclined-plane connects; And one second wedge type block 1226, be slidedly arranged in the slipping space, the first side side of the second wedge type block 1226 cooperates the first inclined-plane to be formed with one second inclined-plane, and the second inclined-plane is formed with an elongated slot that runs through the second wedge type block 1226, and the second wedge type block 1226 end faces are combined with a push bolt 1227; Casing 1224 end faces offer a third through-hole, and push bolt 1227 is stretched out outside the casing 1224 by third through-hole;

The first side of pressure block 1221 is combined with a fastening bolt 12212, fastening bolt 12212 runs through the second through hole and elongated slot, and cooperate the screw of the first wedge type block 1225 that pressure block 1221 is anchored on the first wedge type block 1225, push bolt 1227 drives 1225 displacements of the second wedge type block 1226 pushing and pressing the first wedge type block, and then drive two of pressure block 1221 compressing bow-shaped arms and be subjected to pressure side 1214 to casing 1224 direction displacements, two sliding-ends 1213 of bow-shaped arm in casing 1,224 second side plates 12242 external surfaces occur mutually away from displacement;

Two fastening ends 1215 of bow-shaped arm are resisted against wing plate 1232 two sides, and two fastening ends 1215 of bow-shaped arm are subject to the spacing of wing plate 1232, thereby order about first arm of force 1211 and second arm of force 1212 generates the fastening wing plate 1232 of prestressing force.

Wherein, the first through hole and the second through hole are the grooved hole, and fastening bolt carries out the position adjustment by the grooved hole along X-direction; Wing plate 1232 carries out the position adjustment of Y direction and Z-direction by enclosed space between two fastening ends 1215 of bow-shaped arm.

Form respectively a grooved hole on the base plate 1231 of wing plate 1232 left and right sides of fastened assembly 123, and be fixed on the building body connector 11 by the bolt that is arranged in the grooved hole.

See also Figure 26-Figure 33, when stone material 2 is installed, at first fastening assembly 121 is placed casing 1,224 second side plates 12242 outsides, two sliding-ends 1213 of bow-shaped arm are resisted against the external surface of the second side plate 12242, pressure block 1221 is placed the inboard of first arm of force 1211, two of bow-shaped arm is subjected to pressure side 1214 to be resisted against the upper surface of pressure block 1221, the first wedge type block 1225 is arranged in the first through hole, the position of in slipping space, adjusting the second wedge type block 1226 make the first inclined-plane and the second inclined-plane mutually against, and the first through hole, elongated slot and the second through hole are coaxial, make bolt-through fastening assembly 121, the second through hole, elongated slot and the first through hole, and cooperate the screw of the first wedge type block 1225 that pressure block 1221 is anchored on the first wedge type block 1225; The end face of the second wedge type block 1226 is combined with a push bolt 1227 and push bolt 1227 is stretched out outside the casing 1224 by third through-hole; Then stone material 2 is moved near the fastening assembly 121, stretch in the enclosed space 1210 between the wing plate 1232 self-tightening fixed ends 1215, this moment, wing plate 1232 can carry out the position adjustment of Y direction and Z-direction by this enclosed space 1210, after adjusting to the right place fully in the position of wing plate 1232, tighten push bolt 1227, drive the second wedge type block 1226 pushing and pressing the first wedge type block 1225 along Y direction to intrinsic displacement, this moment, wing plate 1232 was no longer mobile with the position of fastened assembly 123 itself, and relative displacement namely also no longer occurs between stone material 2 and a plurality of installation unit 1; And then continue to tighten push bolt 1227 fastening pressure pieces 1221 and fastening assembly 121, until two bow-shaped arms form chucking power to finally completion system is fastening to wing plate 1232.

Consult Figure 35-shown in Figure 45, in the 4th preferred embodiment of the present invention, its primary structure is identical with first, second and third embodiment, and difference is: compressing assembly 122 comprises one first stone connecting component 120, the first pressure block 1221, the second pressure block 1221 ' and a pressing plate 1241; The first stone connecting component 120 comprises one first backboard 1201 and a top board 1202 and is anchored on a bottom stone material 2 by the first backboard 1201, top board 1202 places the first side of first arm of force 1211 of one first fastening assembly 121, and two sliding-ends 1213 of the bow-shaped arm of the first fastening assembly 121 are resisted against top board 1202 soffits; One first pressure block 1221 is arranged at the second side of the first fastening assembly 121 first arm of forces 1211, and two of the bow-shaped arm of the first fastening assembly 121 is subjected to pressure side 1214 to be resisted against the first pressure block 1221; Pressing plate 1241 places the first side of first arm of force 1211 of one second fastening assembly 121 ', and two sliding-ends 1213 of the bow-shaped arm of the second fastening assembly 121 ' are resisted against pressing plate 1241; One second pressure block 1221 ' is arranged at the second side of first arm of force 1211 of the second fastening assembly 121 ', and two of the bow-shaped arm of the second fastening assembly 121 ' is subjected to pressure side 1214 to be resisted against the second pressure block 1221 ';

Fastened assembly 123 comprises one first wing plate 1232 and one second stone connecting component 120 '; The second stone connecting component 120 ' comprises that the second wing plate the 1232 ', the second stone connecting component 120 ' that one second backboard 1201 ' and is formed at backboard is fixed on the top stone material 2 ' by the second backboard 1201 '; Two fastening ends 1215 of the bow-shaped arm of the first fastening assembly 121 are against the first wing plate 1232 two sides, and two fastening ends 1215 of the bow-shaped arm of the second fastening assembly 121 ' are against the second wing plate 1232 ' two sides;

The first wing plate 1232 and pressing plate 1241 are formed at one case beam body 124, case beam body 124 is connected with building body 3 by building body connector 11, please cooperate shown in Figure 45, building body connector 11 is T-shaped in the present embodiment, T-shaped both sides stretch out and form junction plate 111, offer the grooved hole on the junction plate 111, by the bolt that is arranged in the grooved hole on the junction plate 111 building body connector 11 is fixed on the building body 3;

Fastening top board 1202 and the first pressure block 1221, two of the bow-shaped arm of the first pressure block 1221 compressings the first fastening assembly 121 is subjected to pressure side 1214 to top board 1202 direction displacements, two sliding-ends 1213 of the bow-shaped arm of the first fastening assembly 121 in the soffit of top board 1202 occur mutually away from displacement, two fastening ends 1215 of the first fastening assembly 121 bow-shaped arms are subject to the spacing of the first wing plate 1232, thereby first arm of force 1211 and second arm of force 1212 that order about the first fastening assembly 121 generate fastening the first wing plate 1232 of prestressing force;

Clam member 1241 and the second pressure block 1221 ', two of the bow-shaped arm of the second pressure block 1221 ' compressing the second fastening assembly 121 ' is subjected to pressure side 1214 to pressing plate 1241 direction displacements, two sliding-ends 1213 of the bow-shaped arm of the second fastening assembly 121 ' occur in the surface of pressing plate 1241 mutually away from displacement, two fastening ends 1215 of the second fastening assembly 121 ' bow-shaped arm are subject to the spacing of the second wing plate 1232 ', thereby first arm of force 1211 and second arm of force 1212 that order about the second fastening assembly 121 ' generate fastening the second wing plate 1232 ' of prestressing force.

The first end of top board 1202 forms the grooved hole, and fastening by the bolt and the first pressure block 1221 that are arranged in the grooved hole, and the first pressure block 1221 and the first fastening assembly 121 carry out the position adjustment by the grooved hole along X-direction;

Two fastening ends 1215 of the bow-shaped arm of the first fastening assembly 121 are carried out the position adjustment of Y direction and Z-direction by enclosed space 1210 in the first wing plate 1232 two sides;

Pressing plate 1241 forms the grooved holes, and fastening by the bolt and the second pressure block 1221 ' that are arranged in the grooved hole, and the second pressure block 1221 ' and the second fastening assembly 121 ' carry out the position adjustment by the grooved hole of pressing plate 1241 along X-direction;

The second wing plate 1232 ' carries out the position adjustment of Y direction and Z-direction by enclosed space 1210 in 1215 of two fastening ends of the bow-shaped arm of the second fastening assembly 121 ';

The second end of top board 1202 is bent to form one first limiting plate 1203, and stone material 2 tops in bottom form one first stopper slot, 21, the first limiting plates 1203 that cooperate with the first limiting plate 1203 and are sticked in the first stopper slot 21;

The bottom of the second backboard 1201 ' is bent to form one second limiting plate 1203 ', and stone material 2 ' bottom in top forms one second stopper slot the 21 ', the second limiting plate 1203 ' that cooperates with the second limiting plate 1203 ' and is sticked in the second stopper slot 21 '.

The first backboard 1201 and the second backboard 1201 ' all offer the grooved hole, and the first stone connecting component 120 and the second stone connecting component 120 ' are fixed on bottom stone material 2 and the top stone material 2 ' by the bolt that is arranged in the grooved hole respectively.

Below embodiment has been described in detail the present invention by reference to the accompanying drawings, and those of ordinary skills can make the many variations example to the present invention according to the above description.Thereby some details among the embodiment should not consist of limitation of the invention, and the scope that the present invention will define with appended claims is as protection scope of the present invention.

Claims

1. stone installation structure, comprise building body and be installed on stone material on the described building body, it is characterized in that, described mounting structure also comprises a plurality of separate installation units, described stone material is adjusted to desired location by described installation unit and carries out fasteningly, and does not change in the position of stone material described in the fastening process.

2. stone installation structure as claimed in claim 1 is characterized in that: described installation unit comprises compressing assembly, fastening assembly and fastened assembly,

Described fastened module position adjustable ground is fixed on the described stone material, and described compressing module position adjustable ground is fixed on the described building body;

Perhaps, described fastened module position adjustable ground is fixed on the described building body, and described compressing module position adjustable ground is fixed on the described stone material;

3. stone installation structure as claimed in claim 2, it is characterized in that: described compressing assembly comprises a stone material junction plate and a pressure block; Described stone material junction plate is anchored on described stone material and places the first side of described first arm of force, and two sliding-ends of described bow-shaped arm are resisted against described stone material junction plate; Described pressure block is arranged at the second side of described first arm of force, and two of described bow-shaped arm is subjected to pressure side to be resisted against described pressure block;

4. stone installation structure as claimed in claim 3 is characterized in that:

The base plate of described fastened assembly is provided with the grooved hole, and the bolton of described fastened assembly by being arranged in the grooved hole is on described building body connector; And described fastened assembly carries out the position adjustment by described grooved hole along a first direction;

5. stone installation structure as claimed in claim 4, it is characterized in that: by first end and the described pressure block of the described stone material junction plate of a bolton, the second end of described stone material junction plate offers a plurality of grooveds hole, and is fixed on the described stone material by the bolt that is arranged in the described grooved hole.

6. stone installation structure as claimed in claim 2, it is characterized in that: described compressing assembly comprises a pressure block and a building body connector, and the both sides, middle part of described pressure block cave inward and form and the inboard pressure section that cooperates of described fastening assembly two bow-shaped arms; The pressure section of described pressure block is located between described two bow-shaped arms, two of described bow-shaped arm is subjected to pressure side to be resisted against described pressure section, and two sliding-ends of described bow-shaped arm are resisted against the surface of described building body connector, and the two ends of described pressure block are anchored on described building body connector;

Fastening described pressure block and described building body connector, described pressure section oppresses two of described bow-shaped arm and is subjected to pressure side to the direction displacement of described building body connector, two sliding-ends of described bow-shaped arm occur in described building body connector surface mutually away from displacement, two fastening ends of described bow-shaped arm are subject to the spacing of described wing plate, thereby order about described first arm of force and the fastening described wing plate of described second arm of force generation prestressing force.

7. stone installation structure as claimed in claim 6, it is characterized in that: the two ends of described pressure block offer respectively the grooved hole and by being arranged in bolton in the described grooved hole on described building body connector, and described compressing assembly carries out the position adjustment by described grooved hole along a first direction;

8. stone installation structure as claimed in claim 7, it is characterized in that: the first end of the base plate of described fastened assembly is bent to form a limiting section, the side of described stone material forms the stopper slot that cooperates with described limiting section, described limiting section is sticked in the described stopper slot, the second end of described base plate is formed with the grooved hole, and is fixed in described stone material by the bolt that is arranged in the described grooved hole.

9. stone installation structure as claimed in claim 2, it is characterized in that: described compressing assembly comprises one first stone connecting component, two pressure blocks and a pressing plate; Described the first stone connecting component comprises one first backboard and a top board and is anchored on a bottom stone material by described the first backboard, described top board places the first side of first arm of force of one first described fastening assembly, and two sliding-ends of the bow-shaped arm of described the first fastening assembly are resisted against described top board soffit; One first described pressure block is arranged at the second side of described first arm of force, and two of the bow-shaped arm of described the first fastening assembly is subjected to pressure side to be resisted against described the first pressure block; Described pressing plate places the first side of first arm of force of one second described fastening assembly, and two sliding-ends of the bow-shaped arm of described the second fastening assembly are resisted against described pressing plate; One second described pressure block is arranged at the second side of first arm of force of described the second fastening assembly, and two of the bow-shaped arm of described the second fastening assembly is subjected to pressure side to be resisted against described the second pressure block;

10. stone installation structure as claimed in claim 9 is characterized in that:

The first end of described top board forms the grooved hole, and fastening by the bolt and described the first pressure block that are arranged in the described grooved hole, and described the first pressure block and described the first fastening assembly carry out the position adjustment by described grooved hole along a first direction;

Form the grooved hole on the described pressing plate, and fastening by the bolt and described the second pressure block that are arranged in the described grooved hole, and described the second pressure block and described the second fastening assembly carry out the position adjustment by the grooved hole of described pressing plate along described first direction;

11. stone installation structure as claimed in claim 10 is characterized in that:

The second end of described top board is bent to form one first limiting plate, and one first stopper slot that cooperates with described the first limiting plate is formed on stone material top, described bottom, and described the first limiting plate is sticked in described the first stopper slot;

12. stone installation structure as claimed in claim 11, it is characterized in that: described the first backboard and described the second backboard offer respectively the grooved hole, and described the first stone connecting component and described the second stone connecting component are fixed on described bottom stone material and the top stone material by the bolt that is arranged in the described grooved hole respectively.

13. stone installation structure as claimed in claim 12 is characterized in that: described building body connector is a T-shaped structure, comprises the swash plate that a riser, a transverse slat and play a supportive role, and described swash plate is connected to described riser and described transverse slat; Described transverse slat is provided with the grooved hole, and the bolton by being arranged in described grooved hole is in described case beam body; Described riser is provided with a plurality of grooveds hole, and the bolton by being arranged in described grooved hole is on described building body.

14. stone installation structure as claimed in claim 2, it is characterized in that: described compressing assembly comprises a casing and a pressure block, described casing comprises one first side plate, one second side plate and is connected to top board and the base plate of described the first side plate and the second side end that described box house hollow is formed with a slipping space; The both sides of the first side plate stretch out respectively and form two connecting portions, and described casing is anchored on the described stone material by described connecting portion; Described casing is arranged at the first side of described first arm of force, and two sliding-ends of described bow-shaped arm are resisted against the surface of described casing; Described casing the first side plate offers one first through hole, and described casing the second side plate offers one second through hole; One first wedge type block is arranged in described the first side plate by described the first through hole, and the first side of described the first wedge type block forms one first inclined-plane, and described the first wedge type block the second side side is formed with a screw that connects with described the first inclined-plane; And one second wedge type block, be slidedly arranged in the described slipping space, the first side side of described the second wedge type block cooperates described the first inclined-plane to be formed with one second inclined-plane, described the second inclined-plane is formed with an elongated slot that runs through described the second wedge type block, and the end face of described the second wedge type block is combined with a push bolt; Described box top offers a third through-hole, and described push bolt is stretched out outside the described casing by described third through-hole;

Described fastened assembly comprises that a backboard and is formed at the wing plate of described backboard, and described backboard is anchored on the described building body by a building body connector;

Two fastening ends of described bow-shaped arm are resisted against described wing plate two sides, and two fastening ends of described bow-shaped arm are subject to the spacing of described wing plate, thereby order about described first arm of force and described second arm of force generates the fastening described wing plate of prestressing force.

15. stone installation structure as claimed in claim 14 is characterized in that: described the first through hole and described the second through hole are the grooved hole, and described fastening bolt carries out the position adjustment by described grooved hole along a first direction; Described wing plate carries out the position adjustment of described second direction and a third direction by described enclosed space.

16. stone installation structure as claimed in claim 15 is characterized in that: the backboard of described fastened assembly is formed with respectively the grooved hole in the described wing plate left and right sides, and is fixed on the described building body connector by the bolt that is arranged in the described grooved hole.

17. stone installation structure as claimed in claim 16 is characterized in that: offer the grooved hole on the connecting portion of described casing, and be fixed on the described stone material by the bolt that is arranged in the described grooved hole.

18. such as each described stone installation structure in the claim 3,6,14, it is characterized in that: described building body connector is one U-shaped, and U-shaped biside plate stretches out respectively in top end and is formed with junction plate, and described junction plate is provided with grooved hole and the bolton by being arranged in described grooved hole on described building body; The inboard sandwiched of described U-shaped biside plate forms an operating space.

19. such as each described stone installation structure in the claim 2～17, it is characterized in that: being subjected to of described bow-shaped arm connects by an arc-shaped deformation district between the pressure side.

20. such as each described stone installation structure in the claim 2～17, it is characterized in that: the sliding-end of described bow-shaped arm becomes arc surface or inclined-plane.

21. such as each described stone installation structure in the claim 2～17, it is characterized in that the thickness of described second arm of force forms a from thick to thin gradual change from described sliding-end to described fastening end.

22. such as each described stone installation structure in the claim 2～17, it is characterized in that the fastening end of described bow-shaped arm is provided with a compressing tablet, and the join domain of described compressing tablet and described second arm of force caves inward and forms a compressing tablet position adjustments district.

23. such as each described stone installation structure in the claim 2～17, it is characterized in that the pressure side that is subjected to of described bow-shaped arm has extended to form a rotation positioning edge, the corresponding described rotation positioning edge of described compressing assembly is formed with the rotation locating slot.

24. an application rights requires the method that stone material is installed of each described stone installation structure in 1～17.