CN201128946Y - Anti-shock heat-insulating concrete structure all-fabricated house - Google Patents

Anti-shock heat-insulating concrete structure all-fabricated house Download PDF

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Publication number
CN201128946Y
CN201128946Y CNU2007201754016U CN200720175401U CN201128946Y CN 201128946 Y CN201128946 Y CN 201128946Y CN U2007201754016 U CNU2007201754016 U CN U2007201754016U CN 200720175401 U CN200720175401 U CN 200720175401U CN 201128946 Y CN201128946 Y CN 201128946Y
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CN
China
Prior art keywords
capping
wallboard
pilaster
roof
roofing
Prior art date
Application number
CNU2007201754016U
Other languages
Chinese (zh)
Inventor
寇金生
Original Assignee
寇金生
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Publication date
Priority to CN200720153614.9 priority Critical
Priority to CN200720153614 priority
Application filed by 寇金生 filed Critical 寇金生
Priority to CNU2007201754016U priority patent/CN201128946Y/en
Application granted granted Critical
Publication of CN201128946Y publication Critical patent/CN201128946Y/en

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Abstract

The utility model relates to a wholly prefabricated house with a concrete structure, which has effects of earthquake resistance and thermal insulation. A pilaster and a wall beam are arranged outside an external wall plate of the house; the roof surface of the house is provided with a capping beam; the pilaster is connected with the position of direct connection of the external wall; the lower end of the pilaster is fixed in a basic beam, and the upper end is rigidly fixed on the capping beam to form an integrative structure; the wall beam is connected with the horizontal joint of the external wall plate and is rigidly connected with the pilaster; the pilaster and the wall beam are arranged on the peripheral external wall of the house to form a mesh stiffening structure; the capping beam is arranged at the horizontal and vertical joint of the top floor and around the roof surface; the pilaster and the capping beam on the roof surface are rigidly integrated; the outside of the house is provided with a plurality of beam-column structures shaped like a Chinese character meaning ''door''; the pilaster, the wall beam and the capping beam on the roof surface are connected with the corresponding external wall plate and/or the floor on the roof surface and/or the internal wall plate and/or the floor through a reinforcing steel bar or a laying steel bar, which is connected with the pilaster, the wall beam and the capping beam and extends outward. The house can not be influenced by dramatic climate changes, and can reduce the temperature difference between the components. And the house has the advantages of earthquake resistance and thermal insulation.

Description

The full prefabricated building of the concrete structure of a kind of antidetonation, insulation

Technical field

The utility model relates to the full prefabricated building of a kind of concrete structure, especially a kind of full prefabricated building of concrete structure with shock resistance and heat insulating ability.

Background technology

The building construction technology of concrete structure is in continuous development, its structural system is constantly perfect, and this to improve process be round solving the supporting capacity of load with the structural element system, this launches the normal safe handling of assurance building basic contradiction.Along with people to the going deep into of this Study on Problems, be familiar with and constituted all multifactor of contradiction, seek the mode and the method for dealing with problems, understand the correlation of various factors and general character thereof and characteristic, feature, it is perfect that Building technology is obtained constantly.The factor that constitutes the main body both sides of contradiction is constantly to change, some problem just began to take place in the starting stage, wherein decision problem factor is favourable and unfavorable can keep the balance of paradox be the major subjects that studies a question, technological layer is the reasonability of structure model selection, the reasonability of mechanical model, the reasonability of conceptual design will consider that promptly the leading stress that structure constitute is the mutual constraint of structural member in load bearing process.

To produce restraint stress between each member of the building construction of concrete structure, and by uneven settlement of foundation, factors such as the breathing that volume contraction in the concrete coagulation process and variations in temperature difference are brought is inhomogeneous can produce secondary stress, the strain effect that produces on the rod member be can not be ignored, and under the environment of natural conditions, variation under some stresses that building produced will take some measures necessary methods to change, to strengthen its supporting capacity and application life.

Full prefabricated concrete structure house adopts precast unit, some construction technologies by necessity couple together prefabricated wallboard, floor, its most contraction process just finishes when prefabricated component is finished, form structural system owing to also will interconnect assembling between the members such as wallboard, floor, so the concrete members amount of contraction of fraction is still arranged.

Under natural environment, along with changes of seasons, the bloated variation of concrete generation receipts that temperature can make each precast unit and connect therebetween, can be with owing to climate change and strengthen the heat-insulation and heat-preservation measure, atmosphere temperature-difference is limited in the small range the influence of building structure, the variations in temperature of roof of buildings horizontal member is except that causing that uniform elongation is shortened, the crack that the top layer of building of being everlasting produces body of wall, also because the bending that the member surfaces externally and internally temperature difference causes, distortion, can have influence on the variation of stay node stress, the quality of the heat insulation measure of exterior wall affects the variations in temperature of each member of external wall elevation, except the flexural deformation that the surfaces externally and internally temperature difference of member causes, bending and the internal force and the strain effect that also can cause structural entity shortened in the elongation of member.In the prior art, there is not good reduction measure for this kind stress.

The prefabricated concrete structure house is to form the space structures system by the stressed mutual space relationship of wallboard, floor separately in blocks, its connected node is very important, should guarantee that structural system has the safety of enough integral rigidity and total supporting capacity, simple structure, power transmission are clear and definite again, easy construction, are easy to adjust alignment error.If it is insecure that member connects, bearing length reaches component failure etc. inadequately, all can make structure forfeiture globality and destroys.Guarantee intensity, the rigidity of supporting member, strengthen the intensity of connected node, rigidity guarantees the stability of building, finishes the transmittance process of various loads, is one of key that constitutes desirable solid space structural system.

The utility model content

The purpose of this utility model is to overcome the deficiencies in the prior art part; provide a kind of structural element that can protect the house effectively to avoid the influence of extraneous weather acute variation; reduce the temperature difference of member, the antidetonation that proof stress produces, the full prefabricated building of concrete structure of insulation.

The purpose of this creation realizes with the air blanketing that wall face is set by the ventilation roofing is set on the full prefabricated building of concrete structure.

The purpose of this utility model can realize in the following way:

The antidetonation that the utility model provides, the full prefabricated building of the concrete structure of insulation, comprise the precast wall panel that is arranged on house on sole plate or the grade beam on it, also comprise inner wall panel and floor, it is interconnected to constitute one or more layers the full prefabricated building of concrete structure, it is characterized in that: also comprise the pilaster and the wall beam that are installed in this external wall slab for building outside, and be arranged on capping beam on the roofing of roof

Described pilaster is connected on the exterior wall lateral surface, places the vertical seam crossing of side fascia, and its lower end is cemented in sole plate or the grade beam takes root, and its upper end just knot forms integrative-structure on the roof capping beam;

Described wall beam is connected on the side fascia lateral surface, places the horizontal joint place of side fascia, and length direction intersects knot just around sidewall setting around this house with pilaster,

Described pilaster and wall beam are crisscross, constitute latticed ruggedized construction on outer wall around the house;

Described capping beam is arranged on the roofing, and the seam crossing in length and breadth of the floor that brings to Front is on the seam crossing in length and breadth and the surrounding edge around roofing of the floor that perhaps brings to Front;

Described pilaster and roofing capping beam just strike up partnership, and constitute some " door " font post and beam structure in this outside, house;

In described pilaster, wall beam and roofing capping beam and corresponding side fascia, roofing floor plates, inner wall panel and the floor at least between the one component by be coupled on the described member and the reinforcing bar that stretches out or get rid of muscle just knot in described pilaster, wall beam, link together.

House of the present utility model, latticed ruggedized construction and pilaster and roofing capping beam formation " door " font post and beam structure by pilaster and wall beam formation, raising effect to the integral bending of the full prefabricated building of concrete structure is obvious, this structural limitations the generation of exterior wall and bonding crack place concrete shrinkage stress and thermal (temperature difference) stress, improved the bulk strength and the rigidity in this class house greatly.Pilaster and wall beam can also solve the insulation problem and the waterproof problem of exterior wall seam crossing.

Further, the antidetonation that the utility model provides, the full prefabricated building of the concrete structure of insulation also comprise external wall insulation,

Described external wall insulation is arranged on the exterior wall outside in described house, and its respective edges is connected mutually with described pilaster and wall beam respectively, is provided with the gap between this external wall insulation and the side fascia;

Correspondingly, on pilaster, perhaps on described pilaster and wall beam, be provided with air vent, make with external wall insulation and side fascia between each gap between the grid that constitutes by pilaster, wall beam all be communicated with, on wall face around this house, form the air blanketing of a perforation.

On the grid of corresponding its crisscross formation of wall beam and pilaster, to reserve air vent and preferably be provided with two in each internode section, the pilaster outside does not have not stay air vent on the pilaster of wall beam.Described internode section is wall beam section or the pilaster section between adjacent two wall beams or the pilaster.

In addition, two layers of roofing floor are set on roofing, which is provided with insulation layer, the edge of these two layers of roofing floors respectively be provided with in length and breadth and/or be connected around the capping beam on the surrounding edge of roofing, be provided with the gap between these two layers of roofing floors and the roofing, correspondingly, the corresponding position is provided with air vent on the described capping beam, make two layers of roofing floor be communicated with, the described air blanketing that forms on this gap and this external wall of house face is connected with gap between the corresponding capping beam.

By on the roofing on side fascia outside and roof, warming plate and two layers of roofing floor being set, on exterior wall and roofing, formed the air blanketing of a connection, air wherein can flow in this air blanketing.When sun lights in the side, Chaoyang in house and during deck, the air themperature in this place's interlayer raises, and constitutes the temperature difference with air in the in the shade side interlayer in house and forms natural convection.In addition, be located at below the ground line for some room body, the house that for example has B1 or two layers of basement, because the space temperature four seasons substantially constant that locates below ground level, so, air convection current in the air blanketing in whole house in room, the corresponding position external wallboard outside air interlayer is for the maintenance constant temperature in house, the very large effect that has cool in summer and warm in winter.Thus, can be so that the temperature of whole house external surface reaches unanimity.Like this, can reduce the temperature difference of member, the generation of control thermal (temperature difference) stress.The warming plate that is provided with can also play the effect of establishing one barrier to external wall slab for building, can protect the main body wallboard to avoid sleet and corrode, and produce positive impact to further keeping interior temperature, reduces the energy consumption of keeping suitable room temperature in the house use.

The syndeton of the inside and outside wall board in described pilaster He Biliang and house can be:

The vertical direction of the facade of described side fascia is provided with some muscle that vertically get rid of near vertical seam crossing, it is inserted in anchoring in the concrete of described pilaster, and/or, the horizontal direction of the facade of described side fascia is provided with some muscle that laterally get rid of near the horizontal joint place, it is inserted in anchoring in the concrete of described wall beam, and the part that is positioned at wallboard of vertically getting rid of muscle and/or laterally getting rid of muscle is anchored at the concrete of described side fascia.

Described pilaster He Biliang and the syndeton of the inside and outside wall board in house also can be that the concrete by pilaster and wall beam is adhesively fixed with the lateral surface of the side fascia in house and is connected.

The antidetonation that provides as the utility model, the full prefabricated building of concrete structure of insulation also have characteristics to be:

The side fascia that constitutes external wall of house is the tenon groove structure that is complementary with the adjacent joint side that is used to cut apart the inner wall panel of horizontal space in the house, promptly on the end face as bonding surface of the left and right sides of described wallboard, be convexly equipped with tenon, constitute groove between the tenon, this kind wallboard is when group structure house, and the two ends of wallboard constitute the tongue-and-groove syndeton to the adjoining edge tenon and the grafting of groove coupling at the node place that adjacent wall board crosses; Can be in tenon arrangement of reinforcement, an end of this muscle is anchored in the wallboard, the other end stretches out from the tenon end face of wallboard and forms the wallboard termination and get rid of muscle and be used to connect pilaster or wall beam.

In the house of inside and outside wall board by the tenon groove structure combination, the syndeton of the inside and outside wall board in pilaster He Biliang and house can also be:

The side fascia tongue-and-groove that tenon on the described inner wall panel is plugged in two adjacent grafting is pegged graft fixing in the line of rabbet joint that the back reserves, and the extend outside of wallboard seam of muscle is got rid of in the described termination on the described inner wall panel, is inserted in anchoring in the concrete of described pilaster.

Described wall beam and described pilaster intersection and described pilaster are just tied.The mid portion of wall beam is adhesively fixed on the described wall face.The vertical direction of the facade of the described side fascia that has a tenon groove structure also can be provided with some muscle that vertically get rid of equally near vertical seam crossing, it is inserted in anchoring in the concrete of described pilaster, and/or, the horizontal direction of the facade of described side fascia is provided with some muscle that laterally get rid of equally near the horizontal joint place, it is inserted in anchoring in the concrete of described wall beam, and the described part that is positioned at wallboard of vertically getting rid of muscle and/or laterally getting rid of muscle is anchored at the concrete of described side fascia.

Vertical main muscle of configuration and horizontal stirrup in the described pilaster, its reinforcement ratio and strength grade of concrete are decided on capacity value, and main muscle joint location should be avoided side fascia horizontal joint place.

When pilaster is passed through the balcony of building, on prefabricated balcony slab relevant position, reserve the hole that wears main muscle on the pilaster, the main muscle in the pilaster connects prefabricated balcony slab, and pilaster is arranged on the balcony slab upper and lower.

The balcony place can not establish the wall beam.

Described pilaster section can be square or rectangle, and groove is established in the side, two lateral edges about build-in metope warming plate.

Described wall beam section can be square or rectangle, and they are different from the syndeton of two lateral edges is different up and down is divided into three kinds with the metope warming plate according to the position that is provided with on the room in house body:

One is the midfeather beam, is arranged on the horizontal joint place of two side fascias up and down; It all has the setting of metope warming plate up and down.It two is the upper wall beam, is arranged on the bottom surface of the overhanging eaves on balcony floor, sunbreaker or the capping beam on the room body, the setting of metope warming plate is arranged below it.It three is the lower wall beam, is arranged on grade beam and the sunbreaker upper bottom surface, and the setting of metope warming plate is arranged above it.

The structure that above-mentioned three kinds of wall beams are connected with warming plate is respectively:

The midfeather beam is provided with two up and down rabbets on the lateral surface that connects warming plate, form protuberance therebetween, exposes the weld part of embedded iron parts in the bottom surface of following rabbet.The upper end of lower wall beam which is provided with groove and plugs for warming plate for connecting the joint face of warming plate.The upper wall beam is the plane at the lateral surface that connects warming plate, exposes the weld part of embedded iron parts.Accordingly, warming plate is provided with four kinds of structures:

1, the warming plate that two ends all are connected with the midfeather beam about it, its structure is: the lower surface is provided with single rabbet, form hilt shape termination, the upper end is provided with a convex edge and promptly visits the edge, be provided with groove on the upper surface of convex edge, single rabbet height of the hilt shape termination of the height sum of the protuberance of the degree of depth of groove and midfeather beam and aforementioned lower end is complementary; The weld part that on warming plate, exposes embedded iron parts on the side end face of the close wall beam of groove, the bottom surface of single rabbet of this warming plate and medial surface are against on the upper side and lateral surface of midfeather beam protuberance, its hilt shape termination, lower end is plugged in the described groove of next piece warming plate upper end fixing, and the weld part that embedded iron parts is exposed in the bottom surface of exposing the weld part of embedded iron parts and the following rabbet on the midfeather beam on the upper surface, convex edge, upper end is welded to connect.The syndeton of this warming plate and midfeather beam make warming plate wt part act on the midfeather beam, then be delivered on the pilaster, rather than only act on the following warming plate, stressed reasonable, can effectively avoid the distortion of warming plate and move, and this structure has good water proofing property.

2, its warming plate that upper end is connected with the midfeather beam, its lower end is connected with the lower wall beam, its structure is: the upper end is provided with a convex edge, be provided with groove on the upper surface of convex edge, the height of the hilt shape termination of the height sum of the protuberance of the degree of depth of groove and midfeather beam and the warming plate lower end of aforementioned first kind of structure is complementary; The weld part that on warming plate, exposes embedded iron parts on the side end face of the close wall beam of groove; Its lower end is a butt end, is plugged in the groove that the lower wall beam is provided with fixing.

3, its upper end is connected with the upper wall beam, the warming plate that its lower surface is connected with the midfeather beam, its structure is: the upper end is a butt end, exposing the weld part of embedded iron parts and the weld part that exposes embedded iron parts of upper wall beam on the side adjacent with the upper wall beam is welded to connect, its lower surface is provided with single rabbet, form hilt shape termination, depth of groove sum on the convex edge, upper end of the height of the protuberance that forms with the two rabbets of midfeather beam and the metope warming plate that is attached thereto is complementary, the bottom surface of this time rabbet and medial surface are against on the upper side and lateral surface of midfeather beam protuberance, and its hilt shape termination, lower end is plugged in down in the described groove of piece warming plate upper end fixing.

4, its warming plate that upper end is connected with the upper wall beam, its lower end is connected with the lower wall beam, its structure is: its upper end is butt end, exposing the weld part of embedded iron parts and the weld part that exposes embedded iron parts of upper wall beam on the side adjacent with the upper wall beam is welded to connect, its lower end is a butt end, is plugged in the lower wall beam and is provided with in the groove fixing.

Described warming plate thickness can be 〉=50mm that maximum ga(u)ge is that 100mm is advisable.The length and width size is decided on the internode size of mesh opening of pilaster, the crisscross formation of wall beam.

In the middle of installing, during warming plate, the warming plate of bottom is installed, when the warming plate on top is installed earlier; The outside projection of the rabbet of the warming plate lower end on top is plugged in the groove of warming plate upper end, bottom along in the last groove, with cement mortar the line of rabbet joint plug in the outside is smeared sternly.The thickness with described groove part of described warming plate forms an overhanging spy edge greater than the thickness of warming plate other parts.The described spy along preventing rainwater that top warming plate gutters down washing away to the plate face of following warming plate.

Warming plate the right and left is mounted in the groove of pilaster side, and by cement mortar the described groove plug in the post outside is smeared sternly.

The folder establishing has φ 3 ~ 5mm reinforced mesh in the warming plate, and bar space can be 150 ~ 300mm, apparent wind pressure degree and deciding.Warming plate can be heat insulating material water mixing mud or other material is made, and it is fire-retardant, coefficient of thermal conductivity will meet design requirement.

The roofing capping beam that is provided with on the full prefabricated building roofing of the concrete structure of this antidetonation, insulation can be divided into three kinds: be arranged on capping beam A in the roof at roofing longitudinal seam place, be arranged in the roof at roofing transverse joint place capping beam B and around the peripheral capping beam in the roof on the surrounding edge of roofing.

Capping beam A is located on the end face of wallboard of vertical setting in the roof, the unilateral copulation of its side and outer floor.

Capping beam B is arranged on roofing internal layer floor seam crossing, the wallboard of the following corresponding horizontally set of internal layer floor seam crossing in the roof.

The peripheral capping beam in roof is placed on the end face of side fascia.

Cloth muscle situation in the roofing capping beam can be:

Its length direction along beam is provided with four main muscle, is distributed in rectangular cross section on four jiaos, and its outside is wound with vertical stirrup.

Capping beam A, B cross place in the roof, the main muscle in the roof among the capping beam B passes capping beam A setting in the roof.

Capping beam A, B T-shaped intersection in the roof, the main muscle in the roof among the capping beam B is anchored in the concrete of capping beam A in the roof.

Also be provided with the connecting reinforcement structure between roofing capping beam and the member that is attached thereto:

Capping beam B is arranged on roofing internal layer floor seam crossing in the roof, the wallboard of the horizontally set of following correspondence upwards gets rid of the seam node that muscle passes the internal layer floor and upwards inserts anchoring in the concrete in the capping beam B in the roof, makes wallboard top and the capping beam on roof form a complete plane system that is connected.

Capping beam B upwards is provided with and gets rid of in the concrete of seam node that muscle is anchored at outer floor in the roof.

The unilateral copulation of capping beam A and outer floor in the roof.

The grid mid portion that is positioned in length and breadth the capping beam that is provided with and/or pilaster, wall beam on each capping beam is provided with the reservation air vent, and in the per pass grid sections, capping beam is established two and reserved air vents and be advisable.

It is fixed that the main muscle of the level of joining in the capping beam, vertical stirrup, its reinforcement ratio and strength grade of concrete are looked building overall height carrying quantity.

The overhanging eaves in the peripheral protruding roof of capping beam outer top surface on the roof, its upper end also can be provided with the overhanging eaves in roof and scroll up eaves, the overhanging eaves in roof is provided with horizontal main muscle and is anchored in the peripheral capping beam in roof, the overhanging eaves in roof scrolls up vertical connecting reinforcement is set in the eaves, the overhanging eaves in roof scrolls up the eaves inside upper part and does the convex edge, presses as the retaining of waterproofing course limit portion.

Capping beam A, B top can make not contour oblique section by the roof flashing gradient in the roof, can save the material of looking for sloping usefulness, reduce deadweight.

Peripheral capping beam in roof and intersection, pilaster top are anchored in the concrete of pilaster after the main muscle termination bending of the peripheral capping beam in roof, are anchored in the concrete of the peripheral capping beam in roof after the bending of pilaster master's muscle.Capping beam A, B intersect with corresponding pilaster top in the roof, be in the concrete of capping beam A or B in being anchored at after the main muscle termination bending of the peripheral capping beam of capping beam A or B and pilaster place pilaster in node is, be anchored in the concrete of pilaster after the main muscle termination bending of interior capping beam A or B.

Offer window on the exterior wall in house, warming plate is the reserved window hole herein, and in establishing the internode of warming plate, the prefabricated window of side fascia place establishes exterior window trim, its outer warming plate internal face that extends.

The slit can be left in tongue-and-groove junction at inside and outside wall board, but its ease of assembly, and installing is finished, wherein filling concrete mortar or be mixed with little swollen dose cement mortar.

The described described tenon that has the side fascia of tenon groove structure can make straight tenon and/or dovetail, and/or the wedge type straight tenon;

The tenon of described dovetail up and down the side perpendicular to the wallboard facade but favour the cross section of wallboard, its can be up and down in the tenon side one laterally inclined in wallboard cross section and the another side is the single dovetail that is parallel to cross section, constituting a side therebetween is that flat side one side is lopsided groove, also can be that two sides are the symmetrical two dovetails that favour the wall cross section, constituting both sides therebetween be lopsided dovetail groove.When wallboard during along horizontal longitudinal stress, the dovetail tenon retrains mutually and produces pressurized mechanism, and the favorable factor that can bring into play the concrete stress characteristic is that the pressurized performance is good.Described straight tenon is the tenon that the two sides up and down of described tenon are horizontal plane.

Described straight tenon is the square-section tenon, and it constitutes both sides is the straight trough of flat side.

Described wedge type straight tenon is that two sides up and down of tenon tilt in the wallboard cross section at the thickness direction of wallboard, and the projection on the facade of wallboard up and down dual-side is a flat side, at the double-swallow-tail shape shape that is projected as symmetry of the end face direction of wallboard.

At the connected node place that two blocks of wallboards constitute, adjacent wallboard can be the socket connection of described pair of dovetail coupling.

Constitute tee T connected node place at three blocks of wallboards, single dovetail in two blocks of flat right wallboards for the upper side inclination, another piece is single dovetail that downside tilts, a vertical corresponding wallboard is a straight tenon, two blocks of described single dovetail wallboards are pegged graft, corresponding inclined plane engages, and is provided with the gap between two flat sides set and supplies the straight tenon coupling insertion of vertical corresponding wallboard to engage.

Constituting the tee T connected node can also form by two blocks of wallboards, and the wallboard thickness direction is offered the tongue-and-groove hole in the facade upper edge of a wallboard, and an end face of another piece wallboard is provided with the tenon that is complementary with described tongue-and-groove hole, and it is plugged in the described tongue-and-groove and engages.Under this structure, the tenon of described wallboard can be a straight tenon.

Constitute cross connected node place at four blocks of wallboards, wherein put down single dovetail in the right wallboard for two for the upper side inclination, another piece is single dovetail that downside tilts, other two blocks of wallboards are straight tenon, two blocks of described single dovetail wallboards are pegged graft, corresponding inclined plane engages, and is provided with the gap between two flat sides set and supplies the straight tenon coupling insertion of two blocks of vertical corresponding wallboards to engage.

In body corner, room, the termination that adjacent two blocks of wallboards join is respectively: this wedge type straight tenon termination of a wallboard that has this wedge type straight tenon termination and another piece have that this pair dovetail tenon of wallboard of two dovetails is angled for example to become an angle of 90 degrees coupling to peg graft.The frictional force of the bonding surface of this tongue-and-groove syndeton is bigger, and stressing conditions is good.

Described inside and outside wall board with tenon groove structure, along the vertical direction of wallboard can be in described tenon reserving hole, the dress reinforcing bar forms riveting tenon formula syndeton in the hole that each wallboard tenon consistency from top to bottom of back is installed to treat to peg graft adjacent wall board.This riveting tenon formula syndeton has guaranteed the friction area and the bonding strength of node joint.

At position, wallboard termination embedded iron parts, treat when wallboard is installed that wallboard is proofreaied and correct after, corresponding ironware is welded to each other, and can strengthen stress-bearing capability and can improve installation accuracy and speed again.

Behind to be installed the finishing, in the passage that the described reserving hole that is inserted with reinforcing bar constitutes, pour water silt particle slurry or cement paste.Can mix little agent of splashing in it.The horizontal joint of wallboard can overlay cement mortar when wallboard is installed, normal temperature is wanted the moistening node of first water, metope, template down.

Be provided with outstandingly along the limit on the room in this house body as upper/lower positions, to the edge of going out, what its length was greater than pilaster goes out the wall size by body periphery, room, capping beam upper edge on the roof.Outside go out along the limit, breast board top is inside, stretches out on the prefabricated balcony floor along the limit.Interconnective every warming plate end face outside of wall face is corresponding to be gone out along the limit.Block the downward trickling of architecture enclosing top sleet by blocking of every layer of edge, favourable to the durability of building.

The General layout Plan of correct selected structure reasonably uses the processing of material and detail structure, reaches rational seismic design purpose, grasps the stress characteristic of structure, understands factor and rule that member produces STRESS VARIATION, takes the rational and effective project and measures.In order to the generation of restricted part stress, reducing its negative effect is the problem that will constantly research and solve.The utility model has carried out innovation and creation in above-mentioned various aspects exactly, and therefore, the utility model provides has following advantage compared to existing technology:

The pilaster of exterior wall and wall beam constitute latticed system has raising to the bending resistance of whole building structure; can limit the thermal stresses of exterior wall and the generation of concrete shrinkage stress; can effectively solve the waterproof problem of side fascia seam; the exterior wall air blanketing formed after warming plate was installed; it can effectively reduce the generation of exterior wall thermal stresses; warming plate can also protect the main body wallboard to avoid the erosion of sleet, and warming plate is equivalent to the house has been added barrier one, and is favourable for keeping interior temperature.The tongue-and-groove syndeton of wallboard can be so that the bonding strength between the wallboard improves greatly.

Further specify for the utility model below by drawings and Examples.

Description of drawings

One type the foundation structure plan view in the house that Fig. 1 provides for the utility model

Fig. 2 is the typical floor structural plan figure in this house

Fig. 3 is the roof structure plan view in this house

Fig. 4 is the cross-sectional plan view in pilaster angular position, basis in this house

Fig. 5 is the cross-sectional plan view in pilaster floor angular position in this house

Fig. 6 is the perpendicular A-A sectional structure chart that cuts open elevation that is Fig. 3 of the exterior wall building body in this house

Fig. 7 is the cross-sectional plan view of exterior wall node in this house

Fig. 8 is the perpendicular elevation that cuts open of the outer wall foundation in this house

Fig. 9 is the building front elevation view in this house

Figure 10 is the cross-sectional plan view in outer eaves node pilaster wall beam balcony wallboard intersection in this house

Figure 11 is the side elevational view in this house

Figure 12 is outer eaves pilaster, wall beam, basic standard layer, the top layer front elevation view in this house

Figure 13 is the perpendicular drawing that cuts open of outer eaves wall beam, basis, typical floor, the top layer in this house

The embedded iron parts horizontal frontal plane schematic diagram of Figure 14 a for being provided with on the upper wall beam in this house

Figure 14 b is the side-looking structural representation of Figure 14 a

Figure 15 is the external wall insulation plan view in this house

Figure 16 is the vertical section figure of the external wall insulation part in this house

Figure 16 a is a kind of vertical structure schematic diagram of warming plate

Figure 16 b is the another kind of vertical structure schematic diagram of warming plate

Figure 16 c is another vertical structure schematic diagram of warming plate

Figure 17 is the inboard capping beam transverse cross in the roof in this house

Figure 18 is the vertical profile of the inboard capping beam in roof in this house

Figure 19 is the balcony floor plan view in this house

Figure 20 is that the balcony floor and the pilaster in this house intersects positive elevational schematic view

Figure 21 is that the beam column muscle in the wallboard in this house is arranged side elevational view

Figure 22 is that the beam column muscle is arranged front elevation view in the wallboard in this house

Figure 23 is one type the panel assembly structure facade perspective diagram in this house

Figure 24 is that dovetail one side that places an order is the front elevation view of the wallboard 2 of last single dovetail for a kind of side in this house

Figure 25 is the plan structure schematic diagram of the wallboard 1 of last single dovetail for two dovetail one sides of a kind of side in this house

Figure 26 is the front elevation view of wallboard shown in Figure 25

Figure 27 is a plane full-page proof schematic diagram on the wallboard shown in Figure 25 termination

Figure 28 a is an embedded iron parts side structure schematic diagram in the wallboard shown in Figure 25

Figure 28 b is an embedded iron parts Facad structure schematic diagram in the wallboard shown in Figure 25

Figure 29 is the left TV structure schematic diagram of wallboard shown in Figure 26

Figure 30 is the right TV structure schematic diagram of wallboard shown in Figure 26

Figure 31 is that two dovetail one sides of a side are the front elevation view of the side fascia 7 of last single dovetail

Figure 32 is that two dovetail one sides of a side are the front elevation view of side fascia 3 of dovetail of placing an order

Figure 33 is that a side is that wedge type straight tenon one side is the front elevation view of the side fascia 4 of last single dovetail

Figure 34 is that a side is that dovetail one side that places an order is the front elevation view of the side fascia 5 of last single dovetail

Figure 35 is the front elevation view of the inner wall panel 11 of straight tenon for both sides

Figure 36 is that a side is that dovetail one side that places an order is the front elevation view of the side fascia 6 of wedge type straight tenon

Figure 37 is the right TV structure schematic diagram of Figure 36

Figure 38 is that a side is that dovetail one side that places an order is the front elevation view that also is provided with the wallboard 16 of wallboard termination hole to be provided on last single dovetail, the wallboard

Figure 39 is a floor map on inner wall panel shown in Figure 38 16 terminations

Figure 40 is that a side is that dovetail one side that places an order is side fascia 8 front elevation views of last single dovetail

Figure 41 is that an inner wall panel 10 and two blocks of side fascias 1,2 are handed over tubercle point elevational schematic view

Figure 42 a and Figure 42 b are respectively floor map on side fascia shown in Figure 40 8 terminations

Figure 43 is the front elevation view of the inner wall panel 10 of straight tenon for both sides

Figure 44 is the place an order front elevation view of inner wall panel 9 of dovetail one side straight tenon of a side

Figure 45 is the place an order front elevation view of inner wall panel 12 of dovetail one side straight tenon of a side

Figure 46 is the front elevation view of the inner wall panel 13 of single dovetail on a side straight tenon one side

Figure 47 is the front elevation view of the inner wall panel 14 of straight tenon for both sides

Figure 48 is the front elevation view of the inner wall panel 15 of straight tenon for both sides

Figure 49 is that a side is that dovetail one side that places an order is the front elevation view of the inner wall panel 17 of last single dovetail

The drawing reference numeral list:

1 side fascia (being subordinated to 28), 2 side fascias (being subordinated to 28), 3 side fascias (being subordinated to 28), 4 side fascias (being subordinated to 28), 5 side fascias (being subordinated to 28)

6 side fascias (being subordinated to 28), 7 side fascias (being subordinated to 28), 8 side fascias (being subordinated to 28), 9 side fascias (being subordinated to 28), 10 inner wall panels (being subordinated to 27)

11 inner wall panels (being subordinated to 27), 12 inner wall panels (being subordinated to 26), 13 inner wall panels (being subordinated to 26), 14 inner wall panels (being subordinated to 27), 15 inner wall panels (being subordinated to 27)

16 inner wall panels (being subordinated to 26), 17 inner wall panels (being subordinated to 26), 19 sole plates, 20 grade beams

21 rain covers, 22 stair, 23 floors, 24 pilaster, 25 exterior wall air blanketings

Manhole on 26 inner wall panel A, 27 inner wall panel B, 28 side fascias, 29 balcony floor, 30 roofs

The overhanging eaves 32 overhanging eaves in 31 roofs scroll up capping beam A in peripheral capping beam 35 roofs, balcony sunbreaker 34 roofs, eaves 33 roof

Capping beam B 37 external wall insulations 38 pilaster master muscle 39 pilaster stirrups 40 wallboards vertically get rid of muscle in 36 roofs

41 volumes cornice distribution reinforcement 44 balcony floor along 45 balcony sideboard edges along the inboard convex edge 42 main muscle 43 that cornices of going up

46 roofs outer floor 47 roof internal layer floors 48 top layer inner wall panels get rid of into the reinforcing bar 49 capping beam top master's muscle in the capping beam

50 capping beam bottom master's muscle, 51 upper wall beam A, 52 midfeather beam B, 53 side fascias laterally get rid of muscle 54 wall beam preformed holes

55 wall beam main tendons, 56 wall beam stirrups, 57 wallboards connect ironware 58 lower wall beam C 59 wall beam A connecting reinforcements

60 balcony sideboards, 61 door and window hole A, 62 window openings, 63 exterior window trims, 64 door and window hole B

65 grades, 66 external wall insulation grooves connect embedded iron parts along 67 window opening mouths, 68 external wall insulations

69 outer wall beam C stirrups, 70 exterior-wall heat insulation expanded metals sheet muscle, 71 roof air blanketings, 72 capping beams are to the muscle that gets rid of of roofing floor joint

73 floors get rid of muscle 74 capping beams and get rid of and reserve string pilaster master muscle hole on the dowel 75 capping beam stirrups 76 prefabricated balcony floor of muscle

The air vent of reserving in ironware 79 capping beams of pre-buried weldering balcony sideboard on the ironware 78 balcony pilaster of pre-slugging breast board on 77 balcony floor

80 wallboard posts, 81 wallboard beams, 82 wallboard post master muscle A, 83 wallboard tie muscle, 84 wallboard post master muscle B

85 wallboard post master muscle C, 86 wallboard beam main tendons, 87 wallboard beam stirrup E, 88 wallboard end A, 89 wallboard termination preformed holes

Muscle 93 wallboard termination B 94 wallboard termination C are got rid of in the reinforcing bar 91 wallboard embedded irons 92 wallboard terminations of string in 90 ducts

95 wallboard termination D, 96 wallboard termination E, 97 wallboard termination F, 98 wallboard termination G, 99 wallboard termination H

100 wallboard termination I, 101 wallboard termination J, 102 wallboard termination hole to be provideds, 103 wallboard termination reinforcing bars, 104 wallboard termination reinforcing bars

Net sheet muscle in 105 wallboard termination K, 106 wallboard termination L, the 107 wallboard terminations

The specific embodiment

Shown in Fig. 2,3,5,9, that the utility model provides is shockproof, the full prefabricated building of concrete structure of insulation, comprise pilaster 24, upper wall beam A 51, midfeather beam B 52, lower wall beam C 58, external wall insulation 37, roof capping beam, the roof capping beam comprises in the peripheral capping beam 34 in roof, the roof capping beam B 36 in the capping beam A 35 and roof; Also comprise the outer floor 46 in roof, it is arranged on the full assembling building of a building concrete structure.The wallboard that constitutes this house can be the wallboard that side column is wallboard post 80 and wallboard beam 81 that has of ZL03242345.4 for the patent No..

As shown in Figure 1, this building is bearing on the sole plate 19, and level is installed with the grade beam of arranging in length and breadth 20 on sole plate 19.As shown in Figure 2, on grade beam 20, set firmly inner wall panel A 26, inner wall panel B 27, side fascia 28, members such as interlayer floor 23, stair 22 and rain cover 21 are set thereon.These members can be conventional members, with the synthetic full prefabricated building of available coagulation soil structure of conventional syndeton assembled group.

Show pilaster 24 as Fig. 2-12, Figure 19,20, it is to be made of concrete and reinforcing bar.Shown in Fig. 4-8, Figure 10,29,37,41a, 42b, reinforcing bars in the pilaster 24 comprise and run through pilaster pilaster master muscle 38 longitudinally, it is arranged in pilaster rectangle or square cross-section four jiaos, the pilaster stirrup 39 that the multiple tracks level is twined longitudinally is set around main muscle from bottom to top, the joint of stirrup is anchored in the post by the anti-seismic construction requirement, sees Fig. 7.

Described pilaster 24 is connected on the exterior wall lateral surface in house, places side fascia 28 vertical seam crossings, and its lower end is cemented in sole plate 19 or the grade beam 20 takes root, and its upper end just knot forms the integrative-structure (see figure 6) on the roof capping beam.

The syndeton that reinforcing bar is also arranged between pilaster 24 and the inside and outside wall board.Shown in Fig. 4,6,7 and 8,, set firmly some wallboards along the seam direction and vertically get rid of muscle 40 near seam crossing at the sidewall of side fascia 28, get rid of the termination buckle of muscle, relevant on the wall got rid of in the section that muscle stretches into pilaster 24, be anchored in the pilaster concrete.In the node connected structure of as shown in Figure 7 two blocks of side fascias 28 and inner wall panel 27 or inner wall panel 26, set firmly wallboard on each wallboard adjacent side discontinuously and connect ironware 57, after three blocks of wallboards engaged, the wallboard on each wallboard connected ironware 57 and constitutes a passage, in this passage reinforcing bar is set and connects firmly.

The adjacent joint side that the utility model also provides the side fascia that constitutes external wall of house and has been used to cut apart the inner wall panel of horizontal space in the house is the juncture of the tenon groove structure that is complementary, promptly on the end face of the left and right sides of described wallboard, be convexly equipped with tenon, constitute groove between the tenon, this kind wallboard is when group structure house, and the two ends of wallboard constitute the tongue-and-groove syndeton to the adjoining edge tenon and the grafting of groove coupling at the node place that adjacent wall board crosses; Can be in tenon arrangement of reinforcement, an end of this muscle is anchored in the wallboard, the other end stretches out from the tenon end face of wallboard and forms the wallboard termination and get rid of muscle 92, as shown in figure 37.

As shown in figure 41, constitute tee T connected node place at three blocks of wallboards with tenon groove structure, single dovetail 93 in two blocks of flat right side fascia wallboards 1,2 for the upper side inclination, another piece is the wallboard end A 88 of single dovetail of downside inclination, a vertical corresponding inner wall panel 10 (seeing Figure 43) is wallboard termination K 105 for straight tenon, two blocks of single dovetail wallboards are pegged graft, corresponding inclined plane engages, and being provided with the gap between two flat sides set is that K 105 couplings in wallboard termination are inserted and engaged for the straight tenon of vertical corresponding wallboard 10.Can along the vertical direction of wallboard in described tenon reserving hole 89, dress reinforcing bar 90 forms riveting tenon formula syndetons (seeing Figure 42 a, 42b) in the hole that each wallboard tenon consistency from top to bottom of back is installed to treat to peg graft adjacent wall board.

The end face (being also referred to as the termination) of drawing on the inner wall panel end face between two blocks of side fascias gets rid of muscle 92 (seeing Figure 37), also is anchored in the pilaster concrete.By the formwork fluid concrete, promptly on the wall of side fascia seam crossing, formed pilaster 24 again.

The height of pilaster 24 is decided with the building overall height, and pilaster 24 is corniced and ended to roofing in sole plate 19, and its two ends are individually fixed on grade beam 20 and the capping beam, constitute the structure that firm knot promptly fuses, and see Fig. 8, shown in Figure 6.The root of pilaster is anchored in sole plate 19 or grade beam 20 concrete, and pilaster top master's muscle stretches to the anchorage length that will satisfy shockproof requirements in the standard in the capping beam.

The pilaster 24 in the bight in house is an angle section, it can regard the crossing formation of two rectangle pilaster as, pilaster master's muscle 38 angle of embrace settings wherein, and two side tie muscle 39 is vertically set up, see Fig. 2, Fig. 4, shown in Figure 5, such structure is favourable to resisting oblique horizontal loading.

The main muscle of the pilaster jointing that will stagger, joint connect should avoid connecting between the floor seam.

Pilaster 24 through the structure of balcony is: pilaster master's muscle 38 is to reserve on the prefabricated balcony floor in the string pilaster master muscle hole 76 to pass by the preformed hole of balcony floor 29, sees Figure 19, shown in Figure 6.

The pre-buried object of establishing on balcony sideboard 60 and the balcony floor 29 is that to stay the embedded iron parts of establishing on the ironware 77 of pre-slugging breast board on the balcony floor and the pilaster be that the ironware 78 of weldering balcony sideboard pre-buried on the balcony pilaster welds, and sees Figure 19, Figure 20.

The thickness of pilaster is along being parallel to the size of the plate face direction of side fascia, and the width of pilaster is promptly perpendicular to the size of the plate face direction of side fascia.The node of wallboard is meant the junction that two blocks of side fascias and an inner wall panel are connected relatively.The termination of inner wall panel is positioned at two side fascia vertical abutment joint places, and the seam of the vertical connection of wallboard is considered as the connected node of wallboard.

The thickness of pilaster is its length perpendicular to axis (chain-dotted line among Fig. 7), and this length should be greater than the wallboard thickness along axis normal in side fascia.As Fig. 2, shown in Figure 7, that is suitable for inner wall panel termination, node place like this throws away the anchoring of reinforcing bar 92 in pilaster 24, also can make pilaster can all cover the wallboard connector of node.

The width of pilaster is promptly along the length of axis, the horizontal loading sendout that its overall height of looking building is born and determining, but should be greater than the post gauge.

The width side of pilaster is meant the side that external wall insulation is installed at this, establishes groove by the outer end of this side, in order to build-in external wall insulation 37, sees Fig. 7, shown in Figure 10.

Diameter, grade, spacing and the strength grade of concrete of the reinforcing bar in the pilaster looked building overall height institute the load size of bearing determined that thickness of concrete cover is greater than 25mm outside the main muscle.

The construction of pilaster can be carried out like this: the reinforcing bar of pilaster master's muscle 38 can be along with the construction of successively carrying out pilaster of finishing of main body floor by throwing away the construction for the treatment of to go again after wallboard, floor, balcony install pilaster in sole plate 19 and/or the grade beam 20.Each interval of the concrete pouring of pilaster should carry out simultaneously with the wall beam.

The plan-position of wall beam is located at the side fascia horizontal joint place in the exterior wall outside and the seam crossing of roof capping beam and side fascia, the bending place with capping beam of cornicing, roof, first floor balcony bottom surface and side fascia junction, the wallboard bottom surface is connected the horizontal joint place with sole plate 19 or grade beam 20, beam distance and beam length view plane and facade require and decide, and see Fig. 2, Fig. 6, Fig. 8, Fig. 9, Figure 11.

According to the difference that is arranged on body upper part, room, shown in Fig. 6-13, the wall beam is divided into three kinds, upper wall beam A 51, midfeather beam B 52, lower wall beam C 58, wherein, shown in Fig. 9,13, upper wall beam A 51 is for being located at bottom surface junction and the first floor balcony bottom surface of side fascia seam crossing and the wall beam of side fascia junction of capping beam and the overhanging eaves on it; Midfeather beam B 52 is for being located at the wall beam of neighbouring side fascia seam crossing; Lower wall beam C 58 is for being located at the wall beam of grade beam upper surface and side fascia seam crossing and top layer sunbreaker upper surface and capping beam seam crossing.

Comprise wall beam main tendon 55 in the wall beam, wall beam stirrup 56 or outer wall beam C stirrup 69, stretch out side fascia on the side fascia and laterally get rid of muscle 53, the wall beam is made of connecting wall beam A connecting reinforcement 59, wall beam stirrup 56 or outer wall beam C stirrup 69 and the concrete on wall beam main tendon 55, the main muscle, as Fig. 7, Fig. 9, Figure 10, Figure 12, shown in Figure 13, wall beam main tendon 55 is arranged in four jiaos or both sides of beam section, the main muscle outside is around stirrup 56,69 or with 59 connections of wall beam A connecting reinforcement, and the layout and the structure of three kinds of wall beam main tendons and stirrup are different:

The section of upper wall beam A 51 is a rectangle, and two endwall beam main tendons 55 wherein are set, and it is arranged in the both sides of wall beam section, and the wall beam A connecting reinforcement 59 of establishing crotch with both sides between them links to each other as stirrup, sees Figure 13.Upper wall beam A 51 is the plane at the lateral surface that connects warming plate, exposes the weld part that pre-external wall insulation connects embedded iron parts (seeing Figure 14 a, 14b).

The section of midfeather beam B 52 is square or rectangle, four endwall beam main tendons 55 wherein are set, it is arranged in four jiaos of outsides of principal section of beam, its outside ring leg beam stirrup 56, the termination of wall beam stirrup 56 bend in the beam, with side that external wall insulation combines on two up and down rabbets are set, mid portion forms one and protrudes the position, be used for embeded-fixed device external wall insulation 37, external wall insulation is set in protruding the position connects embedded iron parts 68, the weld part that the groove bottom of rabbet is down exposed embedded iron parts be used for warming plate on the embedded iron parts of corresponding position.See Figure 13.Side fascia laterally gets rid of muscle 53 and penetrates in the wall beam to the midfeather beam and protrude the position, and this side fascia laterally gets rid of muscle 53 and is connected embedded iron parts 68 with external wall insulation and welds, and the crotch that gets rid of muscle is anchored in the beam (sees Figure 13).

Lower wall beam C58 outer upper surface is fluted, be used for build-in external wall insulation 37, the main muscle of lower wall beam C58 is arranged in four jiaos of beam, wherein on a reeded angle, main muscle is arranged on the outside of groove, set up a post muscle in the outer side slot marginal portion of groove, the outer ring of five main muscle encloses outer wall beam C stirrup 69, and the termination of this outer wall beam C stirrup 69 bend in the wall beam (seeing Figure 13).

The main muscle of wall beam will pass pilaster with the pilaster intersection.If an other side of pilaster is not established the wall beam, the main muscle of wall beam just is anchored in the pilaster.For example, shown in Figure 10,11, the midfeather beam 52 that between two balconies, is provided with, its two ends are located in anchoring in the pilaster 24.This anchor structure will satisfy the standard of anchorage length of steel bar.

Along the length of beam, avoid the reinforcement location of beam in the centre of the deck-siding of midfeather beam 52, staying and establishing air vent is wall beam preformed hole 54, and each internode is no less than 2 holes, sees Fig. 7,10.

The external wall insulation of the lateral surface top of upper wall beam A 51 and the rabbet groove bottom of midfeather beam B52 lateral surface is connected embedded iron parts 68 and establishes 3 along each internode of length direction of beam, sees Figure 13.

The width of wall beam is less than the width of pilaster,

The wall beam will treat to go after wallboard, floor, balcony install construction again, can carry out with finishing of main body floor is follow-up.The concrete pouring of wall beam should be carried out simultaneously with pilaster for every layer.

As showing external wall insulation 37 on Fig. 2, Fig. 3, Fig. 6, Fig. 8, Fig. 9, Figure 10, Figure 11, Figure 13, Figure 15, Figure 16, it is to be skeleton by the exterior-wall heat insulation expanded metals sheet muscle 70 that the welded steel fabric sheet constitutes, cast with materials such as heat insulating material and cement or cement mortar again and form, see shown in Figure 15,16.

The pilaster of wide, high and institute's installation position of external wall insulation, the grid that the wall beam constitutes conform to, and see Fig. 9, Figure 11.The thickness of warming plate should be more than or equal to 50mm.

The setting of external wall insulation:

External wall insulation 37 installs on the side of the outside of wall beam and pilaster 24, sees Fig. 9, Figure 11.Exterior wall reservation window hole is at the default exterior window trim of establishing on the internode section inside and outside wall board of external wall insulation 63 of window opening mouth, and its outward flange is to the internal face of external wall insulation 37.

The connected structure of pilaster and external wall insulation is fairly simple, promptly offer the left and right sides edge that caulking groove gets final product the build-in warming plate in the corresponding position, side of pilaster, and fixedly warming plate relatively crucial be the fixed structure of lower limb on it, concrete, the integrated structure of the wall beam of external wall insulation and several forms is as follows:

Shown in Figure 13,16,16a, 16b, 16c, external wall insulation has four kinds of structures:

1, the external wall insulation 37a that two ends all are connected with midfeather beam B52 about it, shown in Figure 16 c, its structure is: the lower surface is provided with single rabbet, form hilt shape termination 371, mate with the protrusion position that the two rabbets of midfeather beam form, the upper end is provided with a convex edge external wall insulation groove along 66, is provided with groove 372 on the upper surface of convex edge, and the height of the hilt shape termination 371 of the height sum at the protrusion position of the degree of depth of groove 372 and midfeather beam and aforementioned lower end is complementary; On a side end face of the close wall beam of groove on the warming plate 37a of this structure, expose the weld part that external wall insulation connects embedded iron parts 68, the downside of single rabbet of this warming plate and medial surface are against on the upper side and lateral surface at midfeather beam protrusion position, its hilt shape termination, lower end is plugged in the described groove of next piece warming plate upper end fixing, and the weld part that embedded iron parts is exposed in the bottom surface of exposing the weld part of embedded iron parts and the following rabbet on the midfeather beam on the upper end sidewall of hilt shape termination is welded to connect.The syndeton of this warming plate and midfeather beam make warming plate wt part act on the midfeather beam, then be delivered on the pilaster, rather than only act on the following warming plate, stressed reasonable, can effectively avoid the distortion of warming plate and move, and this structure has good water proofing property.Set external wall insulation groove is along the thickness at the 66 places thickness greater than the warming plate other parts, and the convex edge of its formation can prevent the warming plate of its below of rain drop erosion.

2, its warming plate 37b that upper end is connected with midfeather beam B52, its lower end is connected with lower wall beam C58, as shown in figure 16, its structure is: it is that the external wall insulation groove is along 66 that the upper end is provided with a convex edge, be provided with groove on the upper surface of convex edge, the height of the hilt shape termination of the height sum of the protuberance of the degree of depth of groove and midfeather beam and aforementioned warming plate 37a lower end is complementary; The weld part that on warming plate, exposes embedded iron parts on the side end face of the close wall beam of groove; Its lower end is a butt end 373, is plugged in the groove that lower wall beam C58 is provided with fixing.

3, its upper end is connected with upper wall beam 51, the warming plate 37c that its lower surface is connected with midfeather beam B52, shown in Figure 16 b, its structure is: the upper end is a butt end 374, wherein establish external wall insulation and connect embedded iron parts 68, on the side adjacent, expose the weld part of embedded iron parts and the weld part that exposes embedded iron parts of upper wall beam is welded to connect with upper wall beam 51, its lower surface is provided with single rabbet 371, form hilt shape termination, groove on the convex edge, upper end of protuberance that forms with the two rabbets of midfeather beam and the metope warming plate that is attached thereto is complementary, and its hilt shape termination, lower end is plugged in down in the described groove 372 of piece warming plate upper end and fixes.

4, its warming plate 37d that upper end is connected with upper wall beam A51, its lower end is connected with lower wall beam C58, shown in Figure 16 a, its structure is: its upper end is butt end 374, wherein establish external wall insulation and connect embedded iron parts 68, exposing the weld part of embedded iron parts and the weld part that exposes embedded iron parts of upper wall beam on the side adjacent with upper wall beam A51 is welded to connect, its lower end is a butt end 373, is plugged in lower wall beam C58 and is provided with in the groove fixing.

External wall insulation 37a, the top edge that 37c and exterior wall midfeather beam B52 intersect makes the groove shapes of band external wall insulation groove along 66, the wall thickness of the inner side slot of groove is identical with the thickness of midfeather beam B52 projection, external wall insulation is set in the inwall connects embedded iron parts 68, end face at the groove inside wall exposes the weld part that external wall insulation connects embedded iron parts 68, every external wall insulation is established 3 external wall insulations and is connected embedded iron parts 68, weld with exterior-wall heat insulation expanded metals sheet muscle 70, external wall insulation 37a, it is identical with the level interval that midfeather beam B52 goes up external wall insulation connection embedded iron parts 68 that external wall insulation among the 37c connects embedded iron parts 68 level intervals, sees Figure 13.

The lower limb that external wall insulation 37a, 37c and midfeather beam B52 intersect makes short foreign minister in the rabbet shape, and interior short face device is the top on the projection of midfeather beam B52, and foreign minister's face is mounted in the groove of a following external wall insulation, sees Figure 13.

External wall insulation 37c, 37d establish external wall insulation with the last end face that upper wall beam A51 intersects and are connected embedded iron parts 68, embedded iron parts and exterior-wall heat insulation expanded metals sheet muscle 70 firm welding, every external wall insulation is established 3, and external wall insulation connects the level interval of ironware 68 and the level interval identical (seeing Figure 13) of upper wall beam A51 external wall insulation connection ironware 68.

The lower limb that external wall insulation 37b, 37d and lower wall beam C58 intersect is mounted in the groove of lower wall beam C58, sees Figure 13.

External wall insulation 37 devices are when the position of door and window hole A 61, window opening mouth 62 (67), door and window hole B 64, and indwelling hole and window opening mouth are complementary on the external wall insulation 37, see Fig. 9, Figure 11.

External wall insulation 37 both sides are mounted in the lateral grooves of pilaster 24, see Fig. 7.

The arrangement of reinforcement of external wall insulation and manufacturing are installed:

Exterior-wall heat insulation expanded metals sheet muscle 70 is set in the external wall insulation, and this exterior-wall heat insulation expanded metals sheet muscle 70 is made of to being welded to each other at right angles latticed anyhow reinforcement placement one-tenth, sees Figure 15.Exterior-wall heat insulation expanded metals sheet muscle 70 is arranged in the external wall insulation 37, and the upper end net sheet muscle of the warming plate 37 that intersects with midfeather beam B52 adds the arrangement of reinforcement of external wall insulation groove along 66, is arranged in the outside, and it together is welded into (seeing Figure 16) with inboard net sheet muscle.Exterior-wall heat insulation expanded metals sheet muscle 70 is arranged in the external wall insulation 37, the lower end of the external wall insulation 37 that intersects with midfeather beam B52 adds arrangement of reinforcement 375, rabbet length and wall beam intersection, external wall insulation lower end way keep vertical section with the upper end and see Figure 16 and Figure 16 a-16d.The lower end of the arrangement of reinforcement of the upper end that the exterior-wall heat insulation expanded metals sheet muscle 70 of external wall insulation 37 and upper wall beam wall beam A51 intersect, the external wall insulation 37 that intersects with lower wall beam C58 does not all add arrangement of reinforcement, sees Figure 16, Figure 16 a.

The blast load that the mesh spacing bar diameter of the exterior-wall heat insulation expanded metals sheet muscle 70 of external wall insulation 37 bears with building and deciding.External wall insulation 37 is by exterior-wall heat insulation expanded metals sheet muscle 70 and heat insulating material, and the cast of materials such as cement or cement mortar forms or the additional force compacting forms.The installation of external wall insulation 37 treats that pilaster 24 and upper wall beam A51, midfeather beam B52, lower wall beam C58 construction install after finishing from bottom to top.External wall insulation 37 welds the back brushwork epoxy resin twice with the embedded iron parts that upper wall beam A51, midfeather beam B52 weld mutually.When install external wall insulation 37 lower ends, after overlaying cement mortar intact external wall insulation 37 to be installed in the last rabbet horizontal plane of midfeather beam B52 and the groove of external wall insulation and in the groove of lower wall beam C58, the external wall insulation outside in wall beam and the pilaster, the groove of external wall insulation fills cement mortar and flushes with the outward flange of groove.

As Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 8, Fig. 9, shown in Figure 11, by side fascia 28, pilaster 24, upper wall beam A51, midfeather beam B52, lower wall beam C58, external wall insulation 37 and be arranged on external wall insulation and offer and three-dimensionally between the exterior wall exterior window trim 63 on window opening mouth and the exterior wall connect cloth postpone and form certain space and constitute exterior wall air blanketing 25.Be located at that the pilaster on the sidewall and wall beam constitute crisscross grid around the house, pilaster and wall beam in each grid can be called a sections pilaster and a sections wall beam.In order to make the air blanketing of each grid be interconnected, formation is coated on the air blanketing of a connection of outside, house, on wall beam and pilaster, reserve air vent, usually can be to be provided with two on each sections pilaster and the wall beam to reserve air vent, for example, midfeather beam B52 prolongs the centre of width on beam vertical direction and stays and establish wall beam preformed hole 54, and each internode section is stayed 2.Staying on the pilaster that the both sides of pilaster and wall beam intersect simultaneously and establishing hole is that wall beam preformed hole 54 each interval stay 2 practices to see Fig. 7 with the wall beam.If do not have the wall beam in the pilaster outside, for example a side of pilaster is a balcony, does not establish the wall beam on the exterior wall in balcony, on this section pilaster, does not stay air vent.

Be provided with capping beam on the roof in house, capping beam is divided into that to be located at the peripheral capping beam 34 in roof that the outside, roof the week makes a circle and the roofing on the roof be with aforesaid pilaster overlap joint capping beam B 36 in capping beam A 35, the roof to be set in length and breadth in the roof on the roof internal layer floor 47.At each the outer floor 46 in roof is set above the capping beam, forms the roof insulation plated construction, between outer floor 46 in roof and roof internal layer floor 47, form roof air blanketing 71 with this.

The plan-position of capping beam be located at building axis (see on Fig. 3 the chain-dotted line direction and with the chain-dotted line vertical direction) position is on the end face of top layer wallboard, beam is apart from deciding according to the axis spacing size, and corresponding with the pilaster upper end position, form " door " font structure thus, see Fig. 3.Fig. 3 is seen to the outer side edges of wallboard and end in the outer end of the long and peripheral capping beam 34 in roof of capping beam A, B in the roof of capping beam.Concrete, capping beam A35 is located on the end face of wallboard of vertical setting in the roof, the unilateral copulation of its side and outer floor.

Capping beam B 36 is arranged on roofing internal layer floor seam crossing, the wallboard of the following corresponding horizontally set of internal layer floor seam crossing in the roof.

The peripheral capping beam 34 in roof is placed on the end face of side fascia 28.

In the peripheral capping beam 34 in roof, the roof in capping beam A 35, the roof width of capping beam B 36 all be same as the following wallboard thickness of putting the position of putting, see Fig. 3, Fig. 6, Figure 17, Figure 18.

The height of the peripheral capping beam 34 in roof is the last end face contour layout of side fascia in the last end face ring building of outer roofing floor 46 extremely of internal layer roofing floor 47, and it includes that to cornice be the overhanging eaves 31 in roof, sees Fig. 6.The structure of the overhanging eaves 31 in roof, the narration of the structure back such as arrangement of reinforcement in it.

The height of capping beam A 35 is that the last end face of internal layer roofing floor can not contour (the slightly discrepancy in elevation) or contour layout to the last end face of outer roofing floor along the building longitudinal axis in the roof, sees Figure 18.

The height of capping beam B 36 is that the last end face of internal layer roofing floor can not contour (the slightly discrepancy in elevation) or contour layout to the following end face of outer roofing floor along the building transversal line in the roof, sees Figure 17.

The arrangement of reinforcement of each capping beam and strength grade of concrete are:

Capping beam top master's muscle 49 of capping beam A 35, capping beam bottom master's muscle 50 are located at four jiaos of beam section in the roof, its peripheral hardware capping beam stirrup 75, and the joint bending back of capping beam stirrup 75 is anchored in the A beam that bears down on one in the roof by shockproof requirements sees Figure 18.

The A beam 35 that bears down on one in main muscle structure in the roof in the capping beam B 36 and the roof is basic identical, meanwhile, the top layer inner wall panel that is upwards thrown away by top layer inner wall panel B27 gets rid of reinforcing bar 48 in the capping beam and stretches in the roof among the capping beam B 36, upwards to get rid of muscle be capping beam to capping beam B 36 to roofing floor joint gets rid of muscle 72 in the roof, be anchored in the node of outer roofing floor 46 joints, see Figure 17.

The main muscle of capping beam B 36 ran through in the roof capping beam A 35 in capping beam 34, the roof in the roof, was anchored in the corresponding pilaster 24 after its termination bending or in the roof among the capping beam A 35, saw Fig. 3, Fig. 6.

Be anchored in the pilaster 24 after its termination bending of the main muscle of capping beam A 35 in the peripheral capping beam 34 in roof, the roof, its structure is seen Fig. 3, Fig. 6 with capping beam B 36 in the roof.

The diameter of the reinforcing bar in each capping beam, grade, spacing and strength grade of concrete look the building overall height the load that bears size is determined.

Three kinds of crisscross formation grids of capping beam, the capping beam section in each grid is called as the internode section, and all staying on the capping beam of each internode section and establishing air vent is two of the interior air vents of reserving 79 (seeing Figure 17,18) of capping beam, φ 50mm.The protruding room of capping beam outer top surface in the outside along with capping beam commissure mutually, inboard beams makes rectangle, the per pass beam sections is established two reservation air vent, be communicated with by the hole of reserving with the exterior wall air blanketing 25 of metope by roof air blanketing 71, air in the interlayer forms convection current by the hole of reserving, and can regulate the surface temperature difference of whole building outside automatically.The roofing air blanketing can also effectively play function of heat insulation, has controlled the temperature deformation of top layer.Roof sandwich and metope interlayer form the surface temperature difference that convection current can be regulated the whole building outside automatically by the hole air of reserving on the member wherein.It is the surface temperature of side fascia surface temperature and roofing internal layer floor.

The structure that roofing cornices is as follows

Roofing cornices and scrolls up (see figure 6) that convex edge 41 is formed on the volume eaves inboard on eaves 32 and volume eaves top by the overhanging eaves 31 in roof, the overhanging eaves in roof.

Peripheral capping beam 34 upper surfaces in overhanging eaves 31 upper surfaces in roof and roof are flat, and overhanging eaves thickness is preferably 60mm~80mm, about width 500mm, should be wider than pilaster size (counting to the side fascia outside), see Fig. 6.

The height that the overhanging eaves in roof scrolls up eaves 32 is preferably about 500mm and (contains base plate thickness), and convex edge 41 thickness protrude volume eaves internal face 80mm on the volume eaves inboard on volume eaves top, and height 80mm sees Fig. 6.

The length that roofing cornices is seen Fig. 9, Figure 11 along the roof peripheral disposition of building.

Arrangement of reinforcement that roofing cornices and strength grade of concrete:

As shown in Figure 6, the roofing main muscle 42 that cornices is arranged on the peripheral capping beam 34 back master muscle in roof, stretch to anchoring in the peripheral capping beam 34 in roof after its inner termination bending, it will satisfy the regulation of anchorage length, its external end head to the horizontal segment upwards after the paramount degree size of convolution inwardly downwards to after inner bending from anchor.

Roofing cornice distribution bar 43 be arranged in cornice the top of main muscle 42 or below, Fig. 6 is seen in the inboard or the outside of the main muscle 42 that promptly cornices.

The diameter of the reinforcing bar of roofing in cornicing, grade, spacing and strength grade of concrete are looked and are corniced concrete size and determine.

The construction sequence of capping beam is:

(1) because of capping beam termination master's muscle stretches in the pilaster, pilaster master's muscle stretches in the capping beam, and the operation of the termination fluid concrete of capping beam and pilaster should be carried out simultaneously.

(2) capping beam should carry out simultaneously with the concrete pouring operation of cornicing.

The plan-position of capping beam is located at the handing-over contact place of wallboard and roofing floor, and promptly the end face place of wallboard links to each other with pilaster corresponding to the pilaster beam-ends.Establish horizontal main muscle in the edge, room and be anchored in the capping beam, vertical connecting reinforcement, the room is done the convex edge along last volume along inside upper part, presses as the retaining of waterproofing course limit portion.The top of top layer wallboard will upwards throw away reinforcing bar, is anchored at interior wallboard top and the capping beam in order to the roof of capping beam and forms a complete plane system.

Inboard capping beam top can make not contour oblique section by the roof flashing gradient, can save the material of looking for sloping usefulness, reduces deadweight.

Intersect on capping beam and pilaster top, is anchored in the pilaster after the beam main tendon termination bending of bearing down on one, and is anchored in the capping beam after the bending of pilaster master's muscle.

The additional floor of roofing is mounted in to get rid of in the capping beam upper plate and gets rid of the muscle same main body of the concrete pouring practice in muscle and the beam.

The first floor floor is should lay insulation layer one on the roof internal layer floor 47.

Second layer floor is to establish insulation layer on the outer floor 46 in roof, smears the cement mortar screeding layer, and the waterproofing course limit is pressed and put volume that on the roof overhanging eaves scrolls up eaves 32 along convex edge on the inboard 41 time, as makes accessible roof, establishes topping.On the outer floor 46 in roof, manhole 30 on the roof is set.

Roofing floor 46,47 (as shown in Figure 3), the same floor of its structure, it is that floor gets rid of muscle 73 and top to get rid of muscle and connecting reinforcement be that dowel 74 that capping beam gets rid of muscle is anchored in the node with wallboard connector and sees Figure 17 that muscle is got rid of in the bottom, termination of floor.The construction size arrangement of reinforcement of floor etc. can be to be as described in the ZL03242345.4 as China Patent No., and it is not an inventive point of the present utility model, does not give unnecessary details herein.

The construction sequence of roofing floor:

Roofing first floor floor be roof internal layer floor 47 be placed on top layer inner wall panel 27 end faces and side fascia 28 medial surfaces on proofread and correct the cast of posterior nodal point place and see Figure 17 with the concrete of floor strength grade unanimity.

The outer floor in roofing second layer floor roof is that outer roof panel 46 is placed on and proofreaies and correct the posterior nodal point place on the roof on the capping beam B 36 and pour into a mould and see Figure 17 with the concrete of floor strength grade unanimity.

Ventilation roofing (roofing air blanketing)

Roofing be roof air blanketing 71 as Figure 17, shown in Figure 180, it is to be that the laying of mutual plane of the outer floor 46 in roof, roof internal layer floor and capping beam 34,35,36 and three-dimensional position constitutes certain solid space and forms by two floor plates.

The size of roofing air blanketing, the plane of roof air blanketing 71 is long and wide to be the inwall clear distance size of the grid beams of each capping beam 34,35,36 formation.The height of roof air blanketing 71 is clear height size between the two-layer floor 46,47 of roofing or the size that deducts insulation layer thickness set on the internal layer floor.

Circulation of air mode in the interlayer: the roofing air blanketing stays the hole of establishing to communicate with wall face exterior wall air blanketing 25 on the side by the peripheral capping beam 34 in roof.Stay the hole of establishing to communicate on the side of air in the roof air blanketing 71 by capping beam B 36 in capping beam A 35, the roof in the roof.

The syndeton of side fascia and wall beam, pilaster is:

The edge up and down of the big face in the outside of side fascia 28 is buried underground in advance when precast wall panel and/or inner wall panel with the termination of the position of establishing upper wall beam A51, midfeather beam B52, lower wall beam C58 and pilaster 24 and inner wall panel on the metope that exposes outside or side fascia and is got rid of muscle 40,53,92, sees Fig. 6, Fig. 7, Fig. 8, Figure 37.

When making wall beam pilaster, the above-mentioned muscle that gets rid of extend in the template of wall beam, pilaster and links to each other with its reinforcing bar, watered concrete after its connection finish, see Figure 10.

The syndeton of pilaster, wall beam and grade beam and capping beam is:

The two ends of upper wall beam A51, midfeather beam B52, lower wall beam C58 link to each other with pilaster 24; The lower end of pilaster links to each other with sole plate 19, and the upper end of pilaster links to each other with capping beam 34,35,36, sees Fig. 6, Fig. 8, Fig. 3, Fig. 9, Figure 10, Figure 11.

On the exterior wall of building, form the excessive temperature differentials that air blanketing can prevent metope, the hull-skin temperature of the convection equilibrium building by air, it is towards sunny side and in the shade, outdoor lawn 65 is different with following temperature with top and outdoor lawn 65, outdoor careless 65 is that the following air themperature of terrace is in constant temperature down throughout the year substantially, reduces the temperature difference of skin with the adjusting of air.

Capping beam by with the concrete binding of top layer wallboard and roofing floor end face and the anchor connection that wallboard gets rid of muscle, make the roof form a complete plane structure system.Firm knot by capping beam and pilaster again, the lower end of pilaster is fixed in and is made the building main body place several two-way door word rigid frames to form complete desirable structural system in the basis, can effectively improve the horizontal loading of building opposing seismic wave and the shock resistance that instantaneous gravity increases.Form the ventilation roofing by capping beam and outer roof panel, can effectively play the temperature deformation that function of heat insulation has been controlled top layer.Roof sandwich and metope form the surface temperature difference that convection current can be regulated the whole building outside automatically by the air in the hole interlayer of reserving by the hole of reserving.

The antidetonation that provides as the utility model, the full prefabricated building of concrete structure of insulation, another characteristics are:

The side fascia that constitutes external wall of house is the tenon groove structure that is complementary with the adjacent joint side that is used to cut apart the inner wall panel of horizontal space in the house, tenon is stretched out to the adjoining edge at the intersection point place that adjacent wall board crosses in the two ends that constitute the wallboard in house, form the groove structure between the tenon, arrangement of reinforcement in tenon, the other end of this muscle is anchored in the wallboard, reserves the slit between the tenon that intersects.Be used for the filling concrete mortar.

Described tenon can be straight tenon and dovetail, and dovetail can be the swallow-tail form of lopsidedness and the straight single dovetail of opposite side tail also can be that both sides are two dovetails of symmetrical inclination, can also be straight tenon, also has a kind of wedge type straight tenon equally.

Lateral vertical is in the wallboard facade but favour the cross section of wallboard above and/or under the tenon of described dovetail.It can be up and down in the tenon side one laterally inclined in wallboard cross section and the another side is the single dovetail that is parallel to cross section, constituting a side therebetween is that flat side one side is lopsided groove, also can be that two sides are the symmetrical two dovetails that favour the wall cross section, constituting both sides therebetween be lopsided dovetail groove.

For example, as shown in figure 24 be wallboard 2, its both sides all are single dovetails, single dovetail 93 of tilting for downside of left side wherein, the right side is the wallboard end A 88 of single dovetail of upper side inclination.The upper and lower side of this wallboard is provided with side fascia and laterally gets rid of muscle 53.

Be side fascia 7 as shown in figure 31, the wallboard termination 94 that is two dovetails that is provided with on its left side end face.

Described straight tenon head is the square-section tenon, and it constitutes both sides is the straight trough of flat side.Inner wall panel 11 as shown in figure 35, its both sides all are wallboard termination F 97, the wallboard termination G 98 of straight tenon head.

Described wedge type straight tenon is that two sides up and down of tenon tilt in the wallboard cross section at the thickness direction of wallboard, and the projection on the facade of wallboard up and down dual-side is a flat side, is projected as symmetry or asymmetric double-swallow-tail shape shape in the end face direction of wallboard.

For example, the side fascia 6 shown in Figure 36,37, its right side tenon are that wallboard termination H 99 is the wedge type straight tenon.When wallboard during along horizontal longitudinal stress, the dovetail tenon retrains mutually and produces that to be subjected to press mechanism, the favorable factor that can bring into play the concrete stress characteristic be that the pressurized performance is good.

In order to make that connection is more firm between the inside and outside wall board, can also be in tenon reserving hole, treat that wallboard is installed after, reserving hole consistency from top to bottom on the tenon that two wallboards of adjacent grafting are pegged graft, the dress reinforcing bar forms riveting tenon formula syndeton in the hole of alignment, and cement mortar is established in the gap filling of hole and reinforcing bar or cement paste is fixed.The structure that reserving hole wears reinforcing bar has guaranteed the friction area of node joint.

Can also be at position, wallboard termination embedded iron parts, treat when wallboard is installed that wallboard is proofreaied and correct after, two embedded iron parts that join the wallboard correspondence are welded to each other, and can improve bonding strength, increase supporting capacity, can improve installation accuracy and speed again.

As shown in figure 41, can be provided with wallboard termination reinforcing bar 103,104 in the tenon of wallboard, it is the U-shaped reinforcing bar, and two openends are fixed in the wallboard, and the U-shaped end is set on the sleeve pipe of the wallboard termination preformed hole 89 that is provided with in the tenon, to improve the intensity of tenon.

Behind to be installed the finishing, the silt particle of pouring water in reserving hole channel slurry or cement paste.Can also in cement paste or cement mortar, mix little agent of splashing.The horizontal joint of wallboard can overlay cement mortar when wallboard is installed, normal temperature is wanted the moistening node of first water, metope, template down.

The wallboard that relates in the present embodiment can have left and right sides side column, organ timbering and a wallboard of coupling beam up and down for what ZL03242345.4 provided for the patent No., and wherein the post master muscle of side column, organ timbering will satisfy the Code for design of concrete structures shockproof requirements and connects and be arranged in the vertical wallboard facade.

Shown in Figure 21,22, post master muscle stretches into wainscot sheathing coupling beam place, and main muscle joint will be welded to each other, and two main muscle joints are piled up, and in two-sided welding, the length of two main muscle joint laps should be 5 times of main muscle diameter D.

The bottom surface of wallboard end face to the upper strata wallboard stretched out on post master muscle top, to strengthen the stress-bearing capability of floor joint and wallboard junction.

The main muscle two ends of coupling beam curves close-shaped, is weldingly connected with post master muscle.

To the edge of going out, what be greater than pilaster goes out the wall size by capping beam upper edge architecture enclosing on the roof.Outside go out along the limit, breast board top is inside, stretches out on the prefabricated balcony floor along the limit.The warming plate end face of the wall face outside is corresponding to be gone out along the limit.

Block the downward trickling of architecture enclosing top sleet by blocking of every layer of edge, favourable to the durability of building.

Concrete wallboard syndeton can be:

The vertical connected node of wallboard comprises following three kinds of forms:

1, tee T connected node structure:

(1), three blocks of wallboards constitute the tee T node:

The vertical end face butt joint of two blocks of wallboards, the T font connected node that a vertical end face of another piece wallboard is connected with the seam of preceding two blocks of wallboards and forms, it constitutes the facade of external wall of house or cuts apart horizontal space in the house; Constitute tee T connected node place at three blocks of wallboards, single dovetail in two blocks of flat right wallboards for the upper side inclination, another piece is single dovetail that downside tilts, a vertical corresponding wallboard is a straight tenon, two blocks of described single dovetail wallboards are pegged graft, corresponding inclined plane engages, and is provided with the straight tenon size match of gap and the 3rd block of wallboard between two flat sides set, inserts for the straight tenon coupling of vertical corresponding wallboard to engage.

As Figure 23, shown in 41, for example by side fascia 1,2 and the T font connected node formed of inner wall panel 10, two blocks of side fascias 1 wherein, 2 adjacent vertical end face is single dovetail structure, the wallboard end A 88 (seeing Figure 26) for the tenon of upside straight flange downside dovetail of side fascia 1, side fascia 2 is the tenon 93 of upside dovetail downside straight flange, and the connection end face of another piece inner wall panel 10 is the tenon of rectangle tenon structure is wallboard termination K 105, in conjunction with the time, two two dovetail wallboard end A 88 that have the wallboard of single dovetail structure, the coupling ground, inclined-plane of termination B93 adjacent, leave a gap between separately the straight flange on it, the rectangle tenon that has rectangle tenon structure wallboard 10 is that K 105 couplings in wallboard termination are plugged in this gap and (see Figure 41).Can also vertically wear wallboard termination preformed hole 89 on the tenon of above-mentioned three blocks of wallboards, string is established reinforcing bar 90 in the duct that respectively this preformed hole 89 on the tenon of three blocks of wallboards is formed, and the cement injection mortar gets final product again.

The connected node of three blocks of wallboards of similar structures connection also has with it:

The wallboard termination B 93 (as Figure 32) of wallboard 2 wallboard end A 88 (seeing Figure 24) and wallboard 3 and wallboard termination K105 (seeing Figure 43) of wallboard 10 are connected;

The wallboard termination B 93 (seeing Figure 42 a, 42b) of the wallboard end A 88 (seeing Figure 31) of wallboard 7 and wallboard 8 and the wallboard termination K 105 (seeing Figure 48) of wallboard 15 are connected; The wallboard termination B 93 (seeing Figure 44) of the wallboard end A 88 of wallboard 8 and wallboard 9 and the wallboard termination K 105 (seeing Figure 47) of wallboard 14 are connected; The T type node that 4 outer longitudinal axis and interior transverse axis intersect.

The wallboard termination K 105 (seeing Figure 46) of the wallboard end A 88 (seeing Figure 33) of wallboard 4 and the wallboard termination B 93 (seeing Figure 34) of wallboard 5 and wallboard 13 is connected; The wallboard termination B 93 (seeing Figure 36) of the wallboard end A 88 of wallboard 5 and wallboard 6 and the wallboard termination K 105 of wallboard 13 are connected; The wallboard termination B 93 of the end A 88 of wallboard 4 and wallboard 5 and the wallboard termination K 105 of wallboard 12 are connected; The wallboard termination B 93 of the end A 88 of wallboard 5 and wallboard 6 and the wallboard termination K 105 (seeing Figure 45) of wallboard 12 are connected; The T type node that 4 the outer transverse axis and the interior longitudinal axis intersect, the model combination that more than amounts to 8 T type node wallboard terminations is identical, is 88,93,105.

In addition, the wallboard termination G 98 of the wallboard termination I 100 of the wallboard termination J 101 of wallboard 13 and wallboard 16 and wallboard 11 is connected; The wallboard termination G98 of the wallboard termination J 101 of wallboard 16 and the wallboard termination I 100 of wallboard 12 and wallboard 11 is connected, and the interior longitudinal axis is all 101,100,98 mutually with the model combination of 2 T type node terminations that interior transverse axis intersects.

Can also be on the adjacent plug surface of above-mentioned joint the prefabricated wallboard embedded iron parts 91 that is provided with, shown in Figure 26,30, it is welded to each other connection.

(2) two blocks of wallboards constitute the tee T connected node:

Constituting the tee T connected node can also form by two blocks of wallboards, and the wallboard thickness direction is offered the tongue-and-groove hole in the facade upper edge of a wallboard, and an end face of another piece wallboard is provided with the tenon that is complementary in described tongue-and-groove hole, and it is plugged in the described tongue-and-groove and engages.Under this structure, the tenon of described wallboard can be a straight tenon.

For example, shown in Figure 23,47,48, the rectangle tenon wallboard termination G98 of the termination G of inner wall panel 14 (seeing Figure 47) and inner wall panel 15 (seeing Figure 48) is plugged in the two wallboard termination hole to be provideds 102 that are complementary of row that are provided with on inner wall panel 16 (the seeing Figure 38) metope fixing.Wallboard 16 wallboard termination hole to be provideds 102 are connected with the wallboard termination G 98 of wallboard 15, and wallboard 16 wallboard termination hole to be provideds 102 are connected with the wallboard termination G 98 of wallboard 14.2 T type node termination hole to be provideds that the interior longitudinal axis and interior transverse axis intersect and termination be combined as a kind: 102,98.

2, two blocks of side fascias constitute L font connected node, and it constitutes the turning in house;

In body corner, room, the termination that adjacent two blocks of wallboards join is respectively: this wedge type straight tenon termination of a wallboard that has a wedge type straight tenon termination and another piece have that this pair dovetail tenon of wallboard of two dovetails is angled for example to become an angle of 90 degrees coupling to peg graft.Be provided with the described wedge type straight tenon socket connection that is complementary.

For example, shown in Figure 23,31,36, form L font node by two blocks of side fascias 6,7.Wherein the wallboard termination 94 of side fascia 7 is two dovetail structures (seeing Figure 31), the wallboard termination H99 of side fascia 6 is the wedge type straight tenon, when these two blocks of side fascias 6,7 are pegged graft, the shape of the direction cornice sheathing termination H that plugs in the dovetail groove of side fascia 7 of side fascia 6 is a wedge shape, and such structure can be so that connected structure be firm.

In addition, as shown in figure 37, on the end face of side fascia 6, also be provided with the pre-buried muscle 92 that gets rid of of wallboard, also be provided with on the end face of side fascia 7 and get rid of muscle, be anchored in the pilaster concrete.The connected node of two blocks of wallboards of similar structures connection also has with it:

The wallboard termination C 94 (seeing Figure 26) of wallboard 1 is connected with the wallboard termination H 99 (seeing Figure 36) of wallboard 6;

The wallboard termination D 95 (seeing Figure 32) of wallboard 3 is connected with wallboard 4 wallboard termination E 96 (seeing Figure 33);

The wallboard termination D 95 (seeing Figure 44) of wallboard 9 is connected with the wallboard termination E 96 (seeing Figure 33) of wallboard 4.

The node L type that 4 outer longitudinal axis and outer transverse axis intersect.

The model combination of above L type node wallboard termination is divided into two kinds of 94C, 99H, 95D, 96E, and wherein the structure form of the wallboard termination of 94C, 95D and 99H, 96E is measure-alike, directed in opposite.

3, the vertical end face butt joint of four blocks of wallboards constitutes cross connected node, and it is used to cut apart horizontal space in the house.Constitute cross connected node place at four blocks of wallboards, wherein put down single dovetail in the right wallboard for two for the upper side inclination, another piece is single dovetail that downside tilts, other two blocks of wallboards are straight tenon, two blocks of described single dovetail wallboards are pegged graft, corresponding inclined plane engages, and is provided with the gap between two flat sides set and supplies the straight tenon coupling insertion of two blocks of vertical corresponding wallboards to engage.

For example, shown in Figure 23,35,43,46,49, the cross connected node formed of inner wall panel 10,11,13,17 for example.Wherein the wallboard termination I 100 of the wallboard termination 101 of inner wall panel 13 and inner wall panel 17 is single dovetail structure, the termination of inner wall panel 13 is the tenon wallboard termination J 101 (seeing Figure 46) of upside straight flange downside dovetail, the termination of inner wall panel 17 is the wallboard termination I 100 of upside dovetail downside straight flange, the connection end face of inner wall panel 10 is that the tenon of rectangle tenon structure is wallboard termination L 106, the connection end face of inner wall panel 11 is the wallboard termination F 97 of the tenon of rectangle tenon structure, in conjunction with the time, the coupling ground, inclined-plane of two dovetails of two blocks of wallboards that have single dovetail structure is adjacent, leave a gap between separately the straight flange on it, the rectangle tenon coupling that has two wallboards of rectangle tenon structure is plugged in this gap.

This node also can be uniformly set preformed hole with T font node, and it is affixed to wear reinforcing bar therein.

In the building structure of Figure 23, the connected node of four blocks of wallboards of similar structures connection also has with it:

The wallboard termination L 106 of the wallboard termination J 101 of wallboard 17, the wallboard termination I 100 (seeing Figure 45) of wallboard 12, wallboard 10, the wallboard termination F 97 of wallboard 11 are connected.

2 cross nodes that the interior longitudinal axis and interior transverse axis intersect, the model combination of termination is all 101,100,106,97 mutually.

It is 6 kinds of models that 18 of one type panel assembly nodes shown in Figure 23 are divided into, and the model combination 88A93B105K of wherein said node wallboard termination makes up the shape equal height same thickness different with length (wallboard thickness differences) of 101 its terminations of (J) 100 (I) 98 (G) with the model of described node wallboard termination.

Indulge the above, shown on Figure 23 and Figure 24 to Figure 49, inside and outside wall board connects termination (being tenon) and has 12 kinds of model formulas from A to L, on near the wallboard face the close termination of the wallboard that has, also be provided with wallboard termination hole to be provided 102, a kind of mode of vertical connection of the wallboard of being formed, the termination of its deadlight stays the termination of establishing different model to connect combination according to the residing diverse location of wallboard, explains explanation with the combination of a kind of wallboard shown on Figure 23.

The structure of wallboard termination

(1) the tenon position difference of installing because of wallboard in termination is divided into severally, and face shaping promptly has the rectangular shape of being, and also has to be terraced shape, and promptly swallowtail shape is seen Figure 26, Figure 35.

(2) the wallboard termination length of stretching out the wallboard side for the wallboard that at right angles intersects mutually the thickness of corresponding wallboard see Figure 23.

(3) the height distribution principle of each termination for along the height of wallboard (load-bearing wall panel) for example the node that connects of 3 blocks of wallboards be divided into 11 sections from bottom to top, see Figure 41.The node load-bearing wall panel punishment of joining of 2 walls is 7 sections, the 3-4 piece wallboard node place that joins, each node guarantee load-bearing wall panel have 3 promptly 3 terminations (tenon) stretch to the stability that node guarantees wallboard.

(4) all joining U font reinforcing bar in the tenon of termination is wallboard termination reinforcing bar 104 horizontal positioned, two end anchorages of reinforcing bar are in wallboard, the tenon of each termination is no less than 2 roads and preformed hole 89 intersections and adds net sheet muscle 107 (seeing Figure 39,42a, 42b) in the wallboard termination, and net sheet muscle will be that wallboard termination reinforcing bar 104 welds with U font reinforcing bar.See Figure 39, Figure 42 a, 42b, Figure 41.

(5) preformed hole 89 in the tenon of termination, bore dia is not less than 50mm, be arranged vertically along the termination height, two preformed holes are stayed in each termination, the wallboard termination preformed hole of the longitudinal axis is parallel to the distolateral limit of wallboard and arranges, the wallboard termination preformed hole of transverse axis is parallel to the positive side of wallboard arranges that wallboard is installed the duct, back and overlapped.See Figure 39, Figure 41 a, 42b, Figure 41.

(6) position of meeting the wallboard termination hole to be provided 102 on the wallboard of device tenon is stayed and is established preformed hole 89, and Figure 38 is seen, Figure 39, Figure 42 a, 42b in the position, duct of the corresponding tenon that intersects.

(7) gradient of dovetail tenon promptly height equal difference be tenon long 1/5, the face that tenon and straight tenon intersect is the crossing face of horizontal plane and bevelled tenon and is the inclined-plane, and the angle of slope is arranged, and sees Figure 26, Figure 33, Figure 41.

(8) the crossing vertical seam of tenon, horizontal joint, R-joining is all reserved the space and is filled out cement grouting or cement mortar, be convenient to the installation of wallboard again, the horizontal joint of tenon, the last bottom of each tenon of R-joining all dwindles 5-9mm to each tenon centerline direction, and promptly the thick 20mm that is not more than of seam after the assembling does not dwindle outside the tenon of bottom on the wallboard.The tenon of the node that 3 blocks of wallboards or 4 blocks of wallboards intersect vertically stitches, and the left and right sides of straight tenon respectively dwindles about 15mm towards center line, and the length of bevelled tenon is dwindled about 15mm, and the tenon of the node that 2 blocks of wallboards intersect only stays establishes R-joining, sees Figure 41.

The connected node combination of wallboard

(1) the position geomery of the tenon of wallboard has general character mutually, and its opposite sex is the different left and right sides commissures that are divided into of the position of the wallboard that connects of length and weak point and institute's commissure of wallboard, sees Figure 23.As wallboard 1 and wallboard 7, wallboard 3 and wallboard 9, its tenon be identical only be that the length difference of wallboard is seen Figure 26 and Figure 31 and Figure 32 and Figure 44.Remove an internode wallboard 2 if see Figure 23, it is feasible that the right-hand member tenon of residing internode wallboard 1 is connected with the left end tenon of wallboard 3, sees Figure 26, Figure 32.

(2) tenon of body of wall wallboard shown in Figure 23 is divided into 12 kinds of tenons and a kind of wallboard tenon hole to be provided, their connected node divides the left end angle (two blocks of wallboards intersect) of exterior wall to be the right-hand member angle (two blocks of wallboards intersect) of L type exterior wall, the intermediate node of the exterior wall longitudinal axis, the intermediate node of exterior wall (gable) transverse axis is the node that 4 blocks of wallboards of T type (3 blocks wallboards intersect) and interior wall intersect and is cross, and two blocks of wallboards of the node interior wall that is the T type that 3 blocks of wallboards of interior wall intersect are i.e. 18 the wallboard connector nodes of wallboard node of having the tenon hole to be provided to intersect to be the T type wherein.

The connection arrangement of reinforcement and the built-in fitting of wallboard

(1) if side fascia is established wall beam pilaster, the pre-buried side fascia in edge up and down that the lateral surface of wallboard is established wallboard laterally gets rid of muscle 53 and sees Figure 24, and the termination that inner wall panel stretches to the termination of side fascia node and side fascia L type node is all established the pre-buried muscle 92 that gets rid of and seen Figure 29, Figure 37, Figure 41.

(2) wallboard is installed in the preformed hole of proofreading and correct the posterior nodal point termination and is assigned reinforcing bar 90 to see Figure 27, Figure 39, Figure 41 a, 42b, Figure 41.

(3) to welding by the embedded iron parts of wallboard medial surface embedded iron parts 91 in the groove of wallboard foot and topmost, see Figure 26, Figure 30 with the inner wall panel co-located.

(4) set pre-buried of the top edge of side fascia inboard gets rid of muscle and inner wall panel towards the side of the exterior wall embedded iron parts practice.See ZL03242345,4.

The system peace of wallboard

(1) making of wallboard will be wallboard symbol and termination model according to number number of floor plan establishment.

Order when (2) wallboard being installed should be pressed by the layout of building and after internode is installed the transverse axis wallboard earlier longitudinal axis wallboard is installed, and carries out from left to right

When (3) wallboard being installed, wallboard will be fixed with interim support and pull bar.

(4) adopt and not establish groove and tognue type in the following coupling beam of this wallboard link technique wallboard and connect under the wallboard and overlay cement mortar.

(5) after wallboard install to be proofreaied and correct, insert reinforcing bar in the preformed hole of termination, pour water with compression pump and mix little agent of splashing in silt particle slurry or the cement paste.

The tenon that wallboard connects arranges that along full node node is stressed evenly.Node forms riveting tenon formula and connects

The post master muscle of wallboard and the layout that connects beam main tendon

Shown on Figure 21, Figure 22, wallboard can be as ZL03242345,4 disclosed wallboards, its side column that is included as in the wallboard is that wallboard post 80 (sleeper) and coupling beam are wallboard beam 81 (dark beam), it is by wallboard post master muscle A82, wallboard post master muscle B 84, wallboard post master muscle C 85, wallboard tie muscle 83 and to connect beam main tendon be that wallboard beam main tendon 86, the coupling beam stirrup materials such as reinforcing bar that to be wallboard beam stirrup E 87 be arranged in the wallboard with wallboard by certain physical dimension have formed inner wall panel 27,26, side fascia 28 by fluid concrete.

The post master muscle of wallboard and the layout of stirrup.

(1) wallboard post master muscle A82 reserves four jiaos that are arranged in post after the protective layer thickness size by cross dimensions four limits of post.

(2) upper and lower side of wallboard post master muscle A82 stretches to that to connect beam main tendon be the interior exclusive limit of wallboard beam main tendon 86 and only be that the main muscle of coupling beam is that wallboard beam main tendon 86 is placed on the inboard on the section of post master muscle, and the perpendicular muscle position of the set net sheet muscle in the big side of wallboard is reserved in the outside.Its lateral surface of net sheet muscle cloth postpone flushes with post master muscle lateral surface.

(3) to add its inboard main muscle of being arranged in wallboard post master muscle A82 of wallboard post master muscle C85 be wallboard post master muscle C 85 in the upper end of wallboard post master A muscle 82 from 5 times of the main muscle diameter of the downward extension in upper end position of wallboard post master muscle A82.The two-sided welding of lap length section of wallboard post master muscle A 82 and wallboard post master muscle C85.

(4) to extend upward as wallboard be that load-bearing wall panel extends the floor end face to wallboard post master muscle C85, do not establish wallboard post master muscle C85 as the wallboard end face and extend the coupling beam end face and end.With a reinforcing bar, end face curves flat segments, two ends and 5 times of D of wallboard post master muscle A82 welding double welding at the wallboard post master muscle C85 of the big side of wallboard one side.

(5) to add its inboard main muscle of being arranged in wallboard post master muscle A82 of wallboard post master muscle B84 be wallboard post master muscle B 84 extends upward main muscle diameter from the lower end position of wallboard post master muscle A 82 5 times in the lower end of wallboard post master muscle A 82, the two-sided welding of lap length section of wallboard post master muscle A82 and wallboard post master muscle B84.

(6) the wallboard post master muscle B 84 outside face that extends downward coupling beam curves flat segments two ends and 5 times of D of wallboard post master muscle A 82 welding double welding at reinforcing bar end face of wallboard post master muscle B 84 usefulness of the big side of wallboard one side.

(7) all as stating layout, wallboard post master muscle A 82, wallboard post master muscle B 84, wallboard post master muscle C 85 will arrange along the post total cross-section with diameter ad eundem wallboard tie muscle 83 the post master muscle in the wallboard, add the outside that 2 road stirrups are arranged in beam stirrup at the bean column node place.

The company's beam main tendon of wallboard and the layout of stirrup.

(1) coupling beam is the up and down edge placement of wallboard beam 81 along wallboard, and its main muscle is that stirrup that wallboard beam main tendon 86 is arranged in four jiaos of peripheral hardware concrete cover coupling beams of beam is that to be arranged in beam main tendon be that its end anchorage of the outside of wallboard beam main tendon 86 is in beam to wallboard beam stirrup E 87

(2) beam main tendon is that wallboard beam main tendon 86 welds with wallboard post master muscle C85, wallboard post master muscle B 84 in the two ends bending back of beam.Other problem such as net sheet muscle as wall has been explained in ZL03242345,4 and please refer to.

By the layout of beam column reinforcing bar in the wallboard, the antidetonation grade that further satisfies wallboard to the favourable building of shock resistance that improves fabric structure go out along the limit:

(1) roof is gone up to roll up to going out by the peripheral capping beam 34 upper edge architecture enclosings in roof and is seen Fig. 9, Figure 11 along 31, the 32 wall sizes that go out that are greater than pilaster.

(2) the top floor place establishes roof balcony sunbreaker 33 corresponding to lower floor's balcony, sees Fig. 9

(3) become balcony floor along 44 to going out along the limit on the prefabricated balcony floor, inwardly outer the stretching out along the limit in sideboard top becomes balcony fence along 45, sees Fig. 6

(4) the warming plate end face of wall face promptly with midfeather beam B 52.The outside at bracing place is corresponding to go out the external wall insulation groove along 66, sees Figure 13 figure, 16 figure.

The downward trickling of architecture enclosing top sleet is blocked in going out along can segmentation blocking of edge that is gone out by roof and each floor and balcony periphery.Durability to building is favourable.

Claims (10)

1. the full prefabricated building of concrete structure of an antidetonation, insulation, comprise the precast wall panel that is arranged on house on sole plate or the grade beam on it, also comprise inner wall panel and floor, it is interconnected to constitute one or more layers the full prefabricated building of concrete structure, it is characterized in that: also comprise the pilaster and the wall beam that are installed in this external wall slab for building outside, and be arranged on capping beam on the roofing of roof
Described pilaster is connected on the exterior wall lateral surface in house, places the vertical seam crossing of side fascia, and its lower end is cemented in sole plate or the grade beam takes root, and its upper end just knot forms integrative-structure on the roof capping beam;
Described wall beam is connected on the side fascia lateral surface, places the horizontal joint place of side fascia, and length direction intersects knot just around sidewall setting around this house with pilaster,
Described pilaster and wall beam are crisscross, constitute latticed ruggedized construction on outer wall around the house;
Described capping beam is arranged on the roofing, and the seam crossing in length and breadth of the floor that brings to Front is on the seam crossing in length and breadth and the surrounding edge around roofing of the floor that perhaps brings to Front;
Described pilaster and roofing capping beam just strike up partnership, and constitute some " door " font post and beam structure in this outside, house;
Described pilaster, wall beam and roofing capping beam are with side fascia and/or roofing floor plates and/or inner wall panel and/or floor link together accordingly.
2. the full prefabricated building of concrete structure of antidetonation according to claim 1, insulation, it is characterized in that: also comprise external wall insulation, described external wall insulation is arranged on the exterior wall outside in described house, its respective edges is connected with described pilaster and wall beam respectively, is provided with the gap between this external wall insulation and the side fascia; Correspondingly, on described pilaster, perhaps on described pilaster and wall beam, be provided with air vent, make that each gap between the grid that is made of pilaster, wall beam between described external wall insulation and the side fascia all is communicated with, on wall face around this house, form an air blanketing that connects; The pilaster outside does not have not stay air vent on the pilaster of wall beam.
3. antidetonation according to claim 2, the full prefabricated building of concrete structure of insulation, it is characterized in that: two layers of roofing floor are set at described roofing, which is provided with insulation layer, the edge of these two layers of roofing floors respectively be provided with in length and breadth and/or be connected around the capping beam on the surrounding edge of roofing, be provided with the gap between these two layers of roofing floors and the roofing, correspondingly, the corresponding position is provided with air vent on the described capping beam, make two layers of roofing floor be communicated with, and the described air blanketing that forms on this gap and this external wall of house face is connected with gap between the corresponding capping beam.
4. the full prefabricated building of concrete structure of antidetonation according to claim 1, insulation, it is characterized in that: described side fascia is the tenon groove structure that is complementary with the adjacent joint side that is used to cut apart the inner wall panel of horizontal space in the house, promptly on the end face of the left and right sides of described wallboard, be convexly equipped with tenon, constitute groove between the tenon, this kind wallboard is when group structure house, and the two ends of wallboard constitute the tongue-and-groove syndeton to the adjoining edge tenon and the grafting of groove coupling at the node place that adjacent wall board crosses; Tenon on the described inner wall panel is plugged in the line of rabbet joint of reserving after the side fascia tongue-and-groove grafting of two adjacent grafting fixing, arrangement of reinforcement in the tenon of described inner wall panel, its side end face from inner wall panel is stretched out the formation end face and is got rid of muscle, described the extend outside of wallboard seam of muscle of getting rid of is inserted in anchoring in the concrete of described pilaster.
5. according to the full prefabricated building of concrete structure of claim 1 or 4 described antidetonations, insulation, it is characterized in that: the syndeton of the inside and outside wall board in described pilaster He Biliang and house is:
The vertical direction of the facade of described side fascia is provided with some muscle that vertically get rid of near vertical seam crossing, and it is inserted in anchoring in the concrete of described pilaster, and the described part that is positioned at wallboard of vertically getting rid of muscle is anchored at the concrete of described side fascia, and/or,
The horizontal direction of the facade of described side fascia is provided with some muscle that laterally get rid of near the horizontal joint place, and it is inserted in anchoring in the concrete of described wall beam, and the described part that is positioned at wallboard of laterally getting rid of muscle is anchored at the concrete of described side fascia; And/or,
Described pilaster He Biliang and the syndeton of the inside and outside wall board in house are that the concrete by pilaster and wall beam is adhesively fixed with the lateral surface of the side fascia in house and is connected.
6. the full prefabricated building of concrete structure of antidetonation according to claim 1, insulation is characterized in that: described pilaster section is square or rectangle, and groove is established in the side, two lateral edges about build-in metope warming plate; Described wall beam section is square or rectangle, is connected with two lateral edges up and down of described warming plate, and this syndeton is:
Described wall beam is the midfeather beam, is arranged on the horizontal joint place of two side fascias up and down; It all has the setting of metope warming plate up and down, and this midfeather beam is provided with two up and down rabbets on the lateral surface that connects warming plate, form protuberance therebetween, exposes the weld part of embedded iron parts in the bottom surface of following rabbet; And/or described wall beam is the upper wall beam, is arranged on the bottom surface and side fascia junction of the overhanging eaves on balcony floor, sunbreaker or the capping beam on the room body, the setting of metope warming plate is arranged below it; At the lateral surface that connects warming plate is the plane, exposes the weld part of embedded iron parts; And/or described wall beam is the lower wall beam, is arranged on the grade beam upper surface and side fascia seam crossing and sunbreaker upper bottom surface and capping beam seam crossing of room body, there is the metope warming plate its upper end to be set above it for connecting the joint face of warming plate, which is provided with groove and plug for warming plate, corresponding
The warming plate structure that two ends all are connected with the midfeather beam about it is: its lower surface is provided with single rabbet, form hilt shape termination, with the protuberance coupling that the two rabbets of midfeather beam form, its upper end is provided with a convex edge, its thickness forms an overhanging spy edge greater than the thickness of warming plate other parts; Be provided with groove on the upper surface of convex edge, the height of the hilt shape termination of the height sum of the protuberance of the degree of depth of groove and midfeather beam and described lower end is complementary; The weld part that on warming plate, exposes embedded iron parts on the side end face of the close wall beam of groove, the downside of single rabbet of this warming plate and medial surface are against on the upper side and lateral surface of midfeather beam protuberance, its hilt shape termination, lower end is plugged in the described groove of next piece warming plate upper end fixing, and the weld part that embedded iron parts is exposed in the bottom surface of exposing the weld part of embedded iron parts and the following rabbet on the midfeather beam on the upper end sidewall of hilt shape termination is welded to connect; And/or,
Its warming plate that upper end is connected with the midfeather beam, its lower end is connected with the lower wall beam, its structure is: the upper end is provided with a convex edge, be provided with groove on the upper surface of convex edge, the height of the hilt shape termination of the height sum of the protuberance of the degree of depth of groove and midfeather beam and aforementioned lower end is complementary; The weld part that on warming plate, exposes embedded iron parts on the side end face of the close wall beam of groove; Its lower end is a butt end, is plugged in the groove that the lower wall beam is provided with fixing; And/or,
Its warming plate that upper end is connected with the upper wall beam, its lower surface is connected with the midfeather beam, its structure is: the upper end is a butt end, exposing the weld part of embedded iron parts and the weld part that exposes embedded iron parts of upper wall beam on the side adjacent with the upper wall beam is welded to connect, its lower surface is provided with single rabbet, form hilt shape termination, groove on the convex edge, upper end of protuberance that forms with the two rabbets of midfeather beam and the metope warming plate that is attached thereto is complementary, and its hilt shape termination, lower end is plugged in down in the described groove of piece warming plate upper end and fixes; And/or,
Its warming plate that upper end is connected with the upper wall beam, its lower end is connected with the lower wall beam, its structure is: its upper end is butt end, exposing the weld part of embedded iron parts and the weld part that exposes embedded iron parts of upper wall beam on the side adjacent with the upper wall beam is welded to connect, its lower end is a butt end, is plugged in the lower wall beam and is provided with in the groove fixing.
7. the full prefabricated building of concrete structure of antidetonation according to claim 1, insulation, it is characterized in that: described roofing capping beam comprises three kinds: be arranged on capping beam A in the roof at roofing longitudinal seam place, be arranged in the roof at roofing transverse joint place capping beam B and around the peripheral capping beam in the roof on the surrounding edge of roofing, capping beam A is located on the end face of wallboard of vertical setting in the described roof, the unilateral copulation of its side and outer floor; Capping beam B is arranged on roofing internal layer floor seam crossing, the wallboard of the following corresponding horizontally set of internal layer floor seam crossing in the described roof; The peripheral capping beam in described roof is placed on the end face of side fascia;
Capping beam A is located on the end face of wallboard of vertical setting in the described roof, the unilateral copulation of its side and outer floor;
Capping beam B is arranged on roofing internal layer floor seam crossing in the described roof, the wallboard of the following corresponding horizontally set of internal layer floor seam crossing,
The peripheral capping beam in described roof is placed on the end face of side fascia;
Cloth muscle situation in the described roofing capping beam is: its length direction along beam is provided with four main muscle, is being distributed on the rectangular cross section on four jiaos, and its outside is wound with vertical stirrup; And/or,
Capping beam A, B cross place in the roof, the main muscle in the roof among the capping beam B passes capping beam A setting in the roof; And/or,
Capping beam A, B T-shaped intersection in the roof, the main muscle in the roof among the capping beam B is anchored in the concrete of capping beam A in the roof.
8. the full prefabricated building of concrete structure of antidetonation according to claim 1, insulation is characterized in that: also be provided with the connecting reinforcement structure between described roofing capping beam and the member that is attached thereto:
Capping beam B is arranged on roofing internal layer floor seam part in the roof that described roofing capping beam comprises, the wallboard of the horizontally set of following correspondence upwards gets rid of the seam node that muscle passes the internal layer floor and upwards inserts anchoring in the concrete in the capping beam B in the roof, makes wallboard top and the capping beam on roof form a complete plane system that is connected; And/or,
Capping beam B upwards is provided with and gets rid of in the concrete of seam node that muscle is anchored at outer floor in the described roof that described roofing capping beam comprises; And/or,
Capping beam A is located on the end face of wallboard of vertical setting in the described roof that described roofing capping beam comprises, the unilateral copulation of its side and outer floor; And/or,
Intersect on peripheral capping beam in the roof that described roofing capping beam comprises and described pilaster top, is anchored in the concrete of pilaster after the main muscle termination bending of the peripheral capping beam in roof, is anchored in the concrete of the peripheral capping beam in roof after the bending of pilaster master's muscle; And/or capping beam A, B intersect corresponding to the pilaster top in the described roof, and promptly node is peripheral capping beam of interior capping beam A or B and pilaster; In the concrete of capping beam A or B, be anchored in the concrete of pilaster after the main muscle termination bending of interior capping beam A or B in being anchored at after the main muscle termination bending of pilaster.
9. the full prefabricated building of concrete structure of antidetonation according to claim 8, insulation is characterized in that: the grid mid portion that is positioned in length and breadth the capping beam that is provided with and/or pilaster, wall beam on described capping beam is provided with the reservation air vent.
10. the full prefabricated building of concrete structure of antidetonation according to claim 1, insulation, it is characterized in that: described pilaster is through the balcony of building, on prefabricated balcony slab relevant position, reserve the hole that wears main muscle on the pilaster, main muscle in the pilaster connects prefabricated balcony slab, and pilaster is arranged on the balcony slab upper and lower; The balcony place does not establish the wall beam; The overhanging eaves in the peripheral protruding roof of capping beam outer top surface on the roof, its upper end also can be provided with the overhanging eaves in roof and scroll up eaves, the overhanging eaves in roof is provided with horizontal main muscle and is anchored in the peripheral capping beam in roof, the overhanging eaves in roof scrolls up vertical connecting reinforcement is set in the eaves, the overhanging eaves in roof scrolls up the eaves inside upper part and does the convex edge, presses as the retaining of waterproofing course limit portion.
CNU2007201754016U 2007-05-21 2007-08-27 Anti-shock heat-insulating concrete structure all-fabricated house CN201128946Y (en)

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CN200720153614 2007-05-21
CNU2007201754016U CN201128946Y (en) 2007-05-21 2007-08-27 Anti-shock heat-insulating concrete structure all-fabricated house

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101851979A (en) * 2010-04-02 2010-10-06 清远市建巢工业设计有限公司 Prefabricated reinforced concrete unit body for construction and method for building construction
WO2011157228A1 (en) * 2010-06-19 2011-12-22 Zhang Peixia Method for constructing permanent dwelling
CN102330479A (en) * 2010-07-14 2012-01-25 万成年 Plant fiber composite roof panel assembly method
CN102644382A (en) * 2012-05-15 2012-08-22 黑龙江高格建材科技股份有限公司 Mounting technology of large-module wall
CN103603546A (en) * 2013-12-05 2014-02-26 天津东庆科技发展有限公司 Upright post and buckle beam connecting structure of prefabricated wall
CN104264798A (en) * 2014-09-12 2015-01-07 北京首钢建设集团有限公司 Method for constructing prefabricated cladding panel and steel frame column split joint seam
CN106523795A (en) * 2016-11-03 2017-03-22 周鼎铭 Structural member pipeline for truss support body and overlapping method of pipeline
RU174824U1 (en) * 2017-05-29 2017-11-07 Открытое акционерное общество "Уфимский железобетонный завод-2" Multi-storey residential house
CN107460952A (en) * 2017-08-08 2017-12-12 叶金仁 Regenerate house
CN108487685A (en) * 2018-04-12 2018-09-04 佛山科学技术学院 A kind of high stability antidetonation movable plank house

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101851979A (en) * 2010-04-02 2010-10-06 清远市建巢工业设计有限公司 Prefabricated reinforced concrete unit body for construction and method for building construction
CN101851979B (en) * 2010-04-02 2012-11-14 清远市建巢工业设计有限公司 Prefabricated reinforced concrete unit body for construction and method for building construction
WO2011157228A1 (en) * 2010-06-19 2011-12-22 Zhang Peixia Method for constructing permanent dwelling
CN102330479A (en) * 2010-07-14 2012-01-25 万成年 Plant fiber composite roof panel assembly method
CN102330479B (en) * 2010-07-14 2014-01-29 万成年 Plant fiber composite roof panel assembly method
CN102644382A (en) * 2012-05-15 2012-08-22 黑龙江高格建材科技股份有限公司 Mounting technology of large-module wall
CN102644382B (en) * 2012-05-15 2014-07-23 黑龙江高格建材科技股份有限公司 Mounting technology of large-module wall
CN103603546A (en) * 2013-12-05 2014-02-26 天津东庆科技发展有限公司 Upright post and buckle beam connecting structure of prefabricated wall
CN103603546B (en) * 2013-12-05 2018-09-28 天津东庆科技发展有限公司 The column and buckle beam connecting structure of dry wall
CN104264798A (en) * 2014-09-12 2015-01-07 北京首钢建设集团有限公司 Method for constructing prefabricated cladding panel and steel frame column split joint seam
CN106523795A (en) * 2016-11-03 2017-03-22 周鼎铭 Structural member pipeline for truss support body and overlapping method of pipeline
CN106523795B (en) * 2016-11-03 2019-08-06 周鼎铭 A kind of truss support body structural member pipeline and its splicing processes
RU174824U1 (en) * 2017-05-29 2017-11-07 Открытое акционерное общество "Уфимский железобетонный завод-2" Multi-storey residential house
CN107460952A (en) * 2017-08-08 2017-12-12 叶金仁 Regenerate house
CN108487685A (en) * 2018-04-12 2018-09-04 佛山科学技术学院 A kind of high stability antidetonation movable plank house

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