CN1493755A - Building wall body board and building wall body - Google Patents

Abstract

A wall slab and the wall made of said wall slabs for building are disclosed. Said wall slab is composed of the harmless light waste and the reinforced concrete casing. Said wall of building is made of prefabricated said wall slabs, and in-situ assembling them together. Its advantages are high anti-earthquake and heat and sound insulating performance, light weight and low cost.

Description

Construction wall plate and construction wall

Technical field

Body of wall plate that the present invention relates to and the construction wall of forming by the body of wall plate, be applied to multilayer, on the middle and senior level and highrise building, the non-bearing exterior wall of reinforced concrete structure and steel work and nonweight-bearing main internal partition wall also can be applicable to the interior exterior wall as the bearing wall multistory building.

Background technology

Adopt loam brick as the traditional architecture body of wall is many, because of the consumption of clay resource, have a strong impact on agricultural development and a large amount of energy that consumes, native land man prohibites; Structural clay tile is saved soil resource only 25%, will all ban use of soon; The concrete hollow brick, Heavy Weight, the cost height is unworthy promoting; Make nonweight-bearing filled wall for fly ash aerated, because its superficial charring plays powder, exterior plaster easily produces crack and shelling in making.Comprehensive above body of wall is building block formula body of wall, and shock resistance is poor, though major structure of construction has shock resistance, in-filled block will break away from the building structure body and causes disaster under brisance effect strongly.China also repeatedly had a fling at prefabricated big wallboards such as big wallboard of prefabricated reinforced concrete or inner deposited and outer hung, and the patent that is applied to the non-bearing exterior wall is as the prefabricated reinforced concrete outside plate, adopt compound non-bearing side fascia in the multilayer, the patent No. is: 88106312.6 and the inside and outside plate of prefabricated reinforced concrete in every the non-bearing side fascia patent of insulation layer, the patent No. is: 92213594.0,96243088.9; But all because of pressing the side fascia that load-bearing pillar (wall) standard width of a room in an old-style house is provided with, cause the stiff no change of elevation of building, application surface is narrow, cost is high, construction sequence is complicated, thereby promote and be restricted; Have except that above factor, also be eliminated because of solid-borne sound transmission and heat preservation and insulation difference.

Summary of the invention

The purpose of this invention is to provide a kind ofly use that face width, construction are simple, construction wall that thermal insulation sound insulation property and shock resistance are good and use face width, construction is simple, the thermal insulation sound insulation property is good body of wall plate.Further purpose of the present invention provide a kind of cost lower, help energy-conservation, as to help environmental protection construction wall and body of wall plate thereof.

Total technical conceive of the present invention is that combining with beaer arrangement of reinforcement concrete housing becomes the body of wall plate based on lightweight non-hazardous waste (do not get rid of and adopt the harmless solid material of other lightweight); By prefabrication body of wall plate, the on-site consolidation combination is watered inside and outside body of wall of load-bearing and the nonweight-bearing inside and outside body of wall that fixed joint is combined into various buildings by putting in order.It is strong that it possesses shock resistance, heat-insulation and heat-preservation, sound insulation property are good, in light weight, reduce wet trade, possess energy-saving and environmental protection two large effects, speed of application is fast, to the pollution of environment, cost was not high when minimizing built a house, and maintained an equal level with 240 porous brick walls (containing two-sided cement bonded sand powder), and the exterior wall in its body of wall series partly is the variation by wall between windows body plate and windowsill body of wall plate permutation and combination, satisfies the requirement of the architectural aesthetics to various elevations of building.

Realize that a kind of technical scheme of using face width, construction is simple, the thermal insulation sound insulation property is good body of wall plate that provides in the object of the invention is: construction wall plate of the present invention comprises the lightweight solid filler with function of heat insulation; Its design feature is: also have arrangement of reinforcement concrete housing and knot surface layer; Arrangement of reinforcement concrete housing has arrangement of reinforcement concrete Shell Plate and is connected as a single entity with arrangement of reinforcement concrete Shell Plate and perpendicular to the arrangement of reinforcement concrete peripheral panels of arrangement of reinforcement concrete Shell Plate; Filler is filled in the chamber of arrangement of reinforcement concrete housing; The knot surface layer is arranged on the openend of arrangement of reinforcement concrete housing; Arrangement of reinforcement concrete peripheral panels comprises left plate, right panel, upper plate and lower plate; The outside of left side plate and right panel is embedded with and is connected steel part; Concrete in the arrangement of reinforcement concrete housing is concrete or foaming concrete.

The left plate of above-mentioned arrangement of reinforcement concrete peripheral panels and the cross sectional shape of right panel are tack rectangle, groove shaped or interior semicircular arc; When the cross sectional shape of left plate and right panel was the tack rectangle, the connection steel part of burying underground on the left plate was arranged on the both sides, front and back on the left surface, and the connection steel part of burying underground on the right panel is arranged on the both sides, front and back on the right flank; When the cross sectional shape of left plate and right panel was groove shaped or interior semicircular arc, that buries underground on left plate and the right panel was connected the outside that steel part is arranged on front and back concrete pin head separately; The cross sectional shape of upper plate and lower plate is the tack rectangle; The arrangement of reinforcement concrete Shell Plate of arrangement of reinforcement concrete housing and arrangement of reinforcement concrete peripheral panels) all join the fine steel rib grid; All establish reinforcing rib in the concrete around the angle of cut of arrangement of reinforcement concrete Shell Plate and arrangement of reinforcement concrete peripheral panels, the arrangement of reinforcement concrete peripheral panels openend; The pre-buried steel part that is connected in each plate outside of left side plate and right panel is located at upper and lower side, perhaps is located at upper and lower side and middle part.

The inner corner trim junction of the arrangement of reinforcement concrete Shell Plate of above-mentioned arrangement of reinforcement concrete housing and arrangement of reinforcement concrete peripheral panels can be provided with inner corner trim arrangement of reinforcement concrete ribs on demand, and the reinforcing rib of the angle of cut of arrangement of reinforcement concrete Shell Plate and arrangement of reinforcement concrete peripheral panels is located in the ribs.

Above-mentioned arrangement of reinforcement concrete housing can be provided with on demand perpendicular to demarcation strip in the unidirectional or two-way arrangement of reinforcement concrete of arrangement of reinforcement concrete Shell Plate, and demarcation strip and arrangement of reinforcement concrete Shell Plate, arrangement of reinforcement concrete peripheral panels are combined into integral body in the arrangement of reinforcement concrete; Demarcation strip is joined the fine steel rib grid in the arrangement of reinforcement concrete; Filler is filled in the interior formed cavity of demarcation strip of arrangement of reinforcement concrete Shell Plate, arrangement of reinforcement concrete peripheral panels and arrangement of reinforcement concrete.

Consider that the cost that makes body of wall plate of the present invention further reduces, also more helps environmental protection, filler of the present invention is direct filler or pretested packing, pulverizes the back by the harmless industrial and agricultural waste of lightweight and forms with the cementitious matter gluing; The harmless industrial and agricultural waste of lightweight in the filler is waste foam plastics, wood chip, waste rock wool, useless fiber, crop stalk, cereal shell, useless bamboo reinforcement, bamboo bits or their mixture; Cementitious matter in the filler is that mixture, flyash that lime, cement, lime add small amount of cement add lime and adds the mixture of gypsum or nontoxic chemical glue ramming material.

Consider that to make heat insulation property of the present invention better, between the arrangement of reinforcement concrete Shell Plate inner face of above-mentioned arrangement of reinforcement concrete housing and filler the reflecting layer is set, the reflecting layer is bonding or is anchored in aluminium foil or the plastic sheeting on the arrangement of reinforcement concrete Shell Plate inner face or is applied in whiting on the arrangement of reinforcement concrete Shell Plate inner face.When filler was direct filler, this construction wall plate also had many hair tooth iron wires, and hair tooth iron wire passes reflecting layer and filler and anchors within the arrangement of reinforcement concrete Shell Plate.

Consider the speed of application that can further improve body of wall, on the outer face of the arrangement of reinforcement concrete Shell Plate of arrangement of reinforcement concrete housing, be provided with the exterior trim surface layer.

Knot surface layer in the above-mentioned various body of wall plate technical scheme can be that the opening surface of outer face and arrangement of reinforcement concrete housing is in the knot surface layer in the same plane substantially, and the knot surface layer is cement mortar solidification thing or foam cement mortar solidfied material; Knot surface layer in the above-mentioned various body of wall plate technical scheme also can be that the outer face is positioned at the knot surface layer outside the opening surface of arrangement of reinforcement concrete housing, and the knot surface layer is the cement mortar solidfied material, or foam cement mortar solidfied material, or add the solidfied material of the cement mortar of chemical fibre, or add the solidfied material of the foam cement mortar of chemical fibre, or add the cement bonded sand or the foam cement sand of gauze wire cloth or chemical fibre net, and the muscle of reserving of gauze wire cloth or chemical fibre net and arrangement of reinforcement concrete shell nozzle header body is fixed, or arrangement of reinforcement fine-stone concrete or arrangement of reinforcement foaming fine-stone concrete, and the inner fine steel rib net that muscle is connected of reserving that is provided with arrangement of reinforcement concrete shell nozzle header body.

Realize that a kind of technical scheme of using face width, shock resistance is strong, construction is simple, the thermal insulation sound insulation property is good construction wall that provides in the object of the invention is: construction wall of the present invention has that body of wall plate and steel bar concrete are whole to water fixed joint; Put in order the major part of watering fixed joint binding and forming in-line, corner, three-dimensional or four-way body of wall or body of wall by body of wall plate and steel bar concrete; Steel bar concrete is whole to be watered fixed joint and is made of the whole vertical main muscle that is consolidated and stirrup and concrete thereof of watering; The lightweight solid filler that the body of wall plate has arrangement of reinforcement concrete housing, ties surface layer and have function of heat insulation; Arrangement of reinforcement concrete housing has arrangement of reinforcement concrete Shell Plate and is connected as a single entity with arrangement of reinforcement concrete Shell Plate and perpendicular to the arrangement of reinforcement concrete peripheral panels of arrangement of reinforcement concrete Shell Plate; Filler is filled in the chamber of arrangement of reinforcement concrete housing; The knot surface layer is arranged on the openend of arrangement of reinforcement concrete housing; Arrangement of reinforcement concrete peripheral panels comprises left plate, right panel, upper plate and lower plate; Left side plate and the pre-buried steel part that is connected in the right panel outside; The cross sectional shape of left side plate and right panel is tack rectangle, groove shaped or semicircular arc, and the cross sectional shape of upper plate and lower plate is the tack rectangle; When the cross sectional shape of left plate and right panel was the tack rectangle, the connection steel part of burying underground on the left plate was arranged on the both sides, front and back on the left surface, and the connection steel part of burying underground on the right panel is arranged on the both sides, front and back on the right flank; When the cross sectional shape of left plate and right panel was groove shaped or semicircular arc, that buries underground on left plate and the right panel was connected the outside that steel part is arranged on front and back concrete pin head separately; The pre-buried steel part that is connected in each plate outside of left side plate and right panel is located at upper and lower side, perhaps is located at upper and lower side and middle part.

The arrangement of reinforcement concrete Shell Plate of arrangement of reinforcement concrete housing and arrangement of reinforcement concrete peripheral panels are all joined the fine steel rib grid in the above-mentioned body of wall plate; All establish reinforcing rib in the concrete around the angle of cut of arrangement of reinforcement concrete Shell Plate and arrangement of reinforcement concrete peripheral panels, the arrangement of reinforcement concrete peripheral panels openend.

The inner corner trim junction of the arrangement of reinforcement concrete Shell Plate of arrangement of reinforcement concrete housing and arrangement of reinforcement concrete peripheral panels can be provided with inner corner trim arrangement of reinforcement concrete ribs on demand in the above-mentioned body of wall plate, and the reinforcing rib of the angle of cut of arrangement of reinforcement concrete Shell Plate and arrangement of reinforcement concrete peripheral panels is located in the ribs.

The arrangement of reinforcement concrete housing of above-mentioned body of wall plate can be provided with on demand perpendicular to demarcation strip in the unidirectional or two-way arrangement of reinforcement concrete of arrangement of reinforcement concrete Shell Plate, and demarcation strip and arrangement of reinforcement concrete Shell Plate, arrangement of reinforcement concrete peripheral panels are combined into integral body in the arrangement of reinforcement concrete; Demarcation strip is joined the fine steel rib grid in the arrangement of reinforcement concrete; Filler is arranged in the corresponding cavity of the interior demarcation strip of arrangement of reinforcement concrete and arrangement of reinforcement concrete Shell Plate and the formation of arrangement of reinforcement concrete peripheral panels.

Consider that the cost that makes construction wall of the present invention further reduces, also more helps environmental protection, the filler in the body of wall plate of the present invention is direct filler or pretested packing, pulverizes the back by the harmless industrial and agricultural waste of lightweight and forms with the cementitious matter gluing; The harmless industrial and agricultural waste of lightweight in the filler is waste foam plastics, waste rock wool, wood chip, useless fiber, crop stalk, cereal shell, useless bamboo reinforcement, bamboo bits or their mixture; Cementitious matter in the filler is that mixture, flyash that lime, cement, lime add small amount of cement add lime and adds the mixture of gypsum or nontoxic chemical glue ramming material.

Consider that to make heat insulation property of the present invention better, between the arrangement of reinforcement concrete Shell Plate inner face of arrangement of reinforcement concrete housing and filler the reflecting layer is set in above-mentioned body of wall plate, the reflecting layer is bonding or is anchored in aluminium foil or the plastic sheeting on the arrangement of reinforcement concrete Shell Plate inner face or is applied in whiting on the arrangement of reinforcement concrete Shell Plate inner face.When the filler in the body of wall plate was direct filler, the body of wall plate also had many hair tooth iron wires, and hair tooth iron wire passes reflecting layer and filler and anchors within the arrangement of reinforcement concrete Shell Plate.

Consider the speed of application that can further improve body of wall, on the outer face of the arrangement of reinforcement concrete Shell Plate of body of wall plate arrangement of reinforcement concrete housing, be provided with the exterior trim surface layer.

The knot surface layer of above-mentioned body of wall plate can be that the opening surface of outer face and arrangement of reinforcement concrete housing is in the knot surface layer in the same plane substantially, and the knot surface layer is cement mortar solidification thing or foam cement mortar solidfied material; The knot surface layer of above-mentioned body of wall plate also can be that the outer face is positioned at the knot surface layer outside the opening surface of arrangement of reinforcement concrete housing, and the knot surface layer is the cement mortar solidfied material, or foam cement mortar solidfied material, or add the solidfied material of the cement mortar of chemical fibre, or add the solidfied material of the foam cement mortar of chemical fibre, or add the cement bonded sand or the foam cement sand of gauze wire cloth or chemical fibre net, and the muscle of reserving of gauze wire cloth or chemical fibre net and arrangement of reinforcement concrete shell nozzle header body is fixed, or arrangement of reinforcement fine-stone concrete or arrangement of reinforcement foaming fine-stone concrete, and the inner fine steel rib net that muscle is connected of reserving that is provided with arrangement of reinforcement concrete shell nozzle header body; The outer face of knot surface layer is positioned at outside the opening surface of arrangement of reinforcement concrete housing.

Above-mentioned whole to water its vertical main reinforcement of fixed joint and concrete and each layer main body structure fixed, makes each interlayer body of wall of building water fixed joint and building structure forms integral body by putting in order; This construction wall is cut apart setting by construction level, is used for multilayer or highrise building.

Water fixed joint and form under the situation of in-line body of wall by whole at above-mentioned body of wall plate, when adjacent two body of wall plate peripheral panels left plate and right panel shape of cross section when being rectangle, the then corresponding whole shape of cross section that waters fixed joint is a rectangle, and the left plate of a body of wall plate peripheral panels or right panel and the whole pre-buried connection steel part of the right panel or the left plate outside that waters the body of wall plate peripheral panels of fixed joint opposite side weld or be anchored in whole watering in the concrete of fixed joint with the whole vertical main muscle that waters in the fixed joint; When the left plate of adjacent two body of wall plate peripheral panels or right panel shape of cross section are groove shaped or interior circular arc, then corresponding whole basic configuration of watering the cross section of fixed joint is square or circular, be positioned at the pre-buried connection steel part in the right panel concrete pin head right side of body of wall plate peripheral panels in left side and the left plate concrete pin head left side of the body of wall plate peripheral panels that is positioned at the left side pre-buried be connected directly welding or connect steel parts welding with each corresponding two of steel part by steel part, stay the seam part by after water the whole concrete that waters fixed joint of basic configuration together filling water and expire.

Water fixed joint and form under the situation of corner body of wall, three-dimensional body of wall or four-way body of wall by whole at above-mentioned body of wall plate, when the cross section of the left plate of adjacent two, three or four body of wall plate peripheral panels or right panel be shaped as rectangle the time, the then corresponding whole shape of cross section that waters fixed joint is square, the pre-buried connection steel part in the left plate of neighboring walls plate peripheral panels or the right panel outside directly welding or/and water with whole that vertical main muscle welds or be anchored in whole watering in the concrete of fixed joint in the fixed joint; When the left plate of adjacent two, three or four body of wall plate peripheral panels and right panel cross section be shaped as groove shaped or interior circular arc the time, the then corresponding whole shape of cross section that waters fixed joint is square groove shaped or interior circular arc with two limits, three limits or four limits; The pre-buried connection steel part of the left plate of neighboring walls plate peripheral panels or the right panel concrete pin head outside directly welds mutually or/and weld or be anchored in whole watering in the concrete of fixed joint with the whole vertical main muscle that waters in the fixed joint, the whole vertical main muscle that waters fixed joint is positioned at whole projected square part of watering fixed joint, whole water fixed joint and also be provided with the structure muscle, be positioned at whole groove shaped or circular arc shaped portion of watering fixed joint.

Above-mentioned body of wall plate and whole when watering fixed joint and being combined as the body of wall that joins with window opening or door opening, the left plate of body of wall plate peripheral panels welds or is anchored in whole watering in the concrete of fixed joint with the pre-buried steel part that is connected in the right panel outside with the whole vertical main muscle that waters fixed joint; When the cross sectional shape of the left plate of body of wall plate peripheral panels and right panel was the tack rectangle, whole to water fixed joint cross sectional shape be rectangle; When the cross sectional shape of the left plate of body of wall plate peripheral panels and right panel was groove shaped or interior circular arc, the whole cross sectional shape that waters fixed joint was a circular arc in rectangular band groove shaped or the rectangular band, and vertical main muscle wherein runs through the whole whole fixed joint that waters.

Above-mentioned body of wall plate can be used as the outer wall body plate, and the body of wall plate is divided into wall between windows body plate and windowsill body of wall plate; Windowsill body of wall plate is the following body of wall plate of windowsill or is divided into the following body of wall plate of windowsill and/or window opening, window hole, door opening top body of wall plate.

Above-mentioned body of wall plate also can be used as the non-bearing wall body plate and is arranged on the built in beam of major structure of construction or in the structural system on the peripheral horizontal beam, at this moment, join at the bottom of the upper plate of its peripheral panels of body of wall plate and the upper water flat-topped ridge, constitute horizontal construction joint, can set up airtight of rubber, the cement mortar filleting in the seam; Lower plate and lower layer of water flat-topped ridge face join, and constitute horizontal construction joint, can set up airtight of rubber in the seam, and cement mortar is sat slurry or filleting; At the bottom of the beam of above-mentioned upper strata, the relevant position of lower floor's beam face is equipped with the pre-buried steel part that is used for temporary fixed body of wall plate.

Above-mentioned body of wall plate also can be used as nonweight-bearing outer wall body plate and is arranged at the outside of major structure of construction and peripheral horizontal beam, at this moment, the upper plate of the lower plate of upper strata its peripheral panels of body of wall plate and the peripheral panels of lower floor's body of wall plate directly joins, constitute horizontal construction joint, can set up airtight of rubber, cement mortar is sat slurry or filleting; Whole between the right panel of the peripheral panels of left and right body of wall plate and the left plate watered the steel tenon that fixed joint is made up of every layer of peripheral structure body or the horizontal beam pre-buried shaped steel in the outside or reinforcing bar and supports, the pre-buried steel part that is connected of the left plate of steel tenon and body of wall plate peripheral panels or two ends, the right panel outside directly welds as temporary fixed, the steel tenon welds with the whole vertical main muscle that waters in the fixed joint, and whole watering whole water in the concrete of fixed joint, and vertical main muscle passes the steel tenon and makes the whole vertical main muscle that waters fixed joint of levels continuous; Or take the prefabricated steel bar concrete tenon that is embedded in the steel bar concrete horizontal beam outside to support, upper and lower and all pre-buried steel part in both sides of steel bar concrete tenon, to do the body of wall plate temporary fixed with the pre-buried steel part welding in the left plate of steel bar concrete body of wall plate or upper and lower two end plates of the right panel outside, the upper and lower steel part of burying underground of steel bar concrete tenon is fixed or anchoring with whole vertical main muscle welding of watering in the fixed joint, and the steel bar concrete tenon is whole to be watered in the concrete of fixed joint; Guarantee that the whole vertical main muscle of fixed joint and the concrete thereof of watering is integral body by steel tenon or steel bar concrete tenon and agent structure are fixed.

Above-mentioned body of wall plate also can be used as the bearing wall plate and waters fixed joint and be combined as load bearing wall by steel bar concrete is whole, at this moment, both sides are pre-buried before and after the following two ends of the lower plate of upper strata its peripheral panels of body of wall plate or following two ends and the intermediate section fixes and the steel part that is connected of locating, and the steel part that is located by connecting adopts pre-embedded steel slab to weld out reinforcing bar or the direct depressed place of reinforcing bar to go out with the pre-buried steel plate in lower floor collar tie beam face relevant position to weld; Top two ends of the upper plate of the peripheral panels of lower floor's body of wall plate or top two ends and the pre-buried steel part that is connected in intermediate section both sides, front and back, this connection steel part adopts pre-embedded steel slab to weld out reinforcing bar or the direct depressed place of reinforcing bar goes out, and its reinforcing bar anchors in the top reinforcement concrete collar tie beam; The left plate of body of wall plate and the cross sectional shape of right panel are the tack rectangle, and the whole cross sectional shape that waters fixed joint between the left plate of body of wall plate peripheral panels and the right panel of neighboring walls plate is a rectangle; Whole water fixed joint and upper and lower layer whole watered fixed joint up/down perforation, and main muscle wherein guarantees continuous at upper and lower layer; The body of wall plate is with whole when watering fixed joint and forming corner body of wall, three-dimensional body of wall and four-way body of wall, and it is whole, and to water fixed joint cross sectional shape be rectangle, and the length of side equates with the body of wall panel thickness; The pre-buried steel part of the left plate of body of wall plate or the right panel plate outside welds or anchoring with the whole main muscle that waters in the fixed joint, and whole watering is cemented in the concrete.

When above-mentioned body of wall plate is used as external wall body of wall plate, be divided into wall between windows body of wall plate and windowsill wall body of wall plate; In load-carrying members, as the wall between windows body of wall plate height of exterior wall by aspect at the bottom of the collar tie beam; Windowsill wall body of wall plate is the window opening end opening to the windowsill body of wall plate of aspect and/or window opening is suitable for reading, the window hole is suitable for reading, the door opening top body of wall plate at the bottom of collar tie beam suitable for reading; In non bearing structure, by the outer wall body plate that peripheral horizontal beam directly supports, the height of its wall between windows body of wall plate by the perimeter beams face at the bottom of the peripheral horizontal beam in upper strata; Windowsill body of wall plate is a window with down to the windowsill body of wall plate more than the peripheral horizontal beam face and/or window is suitable for reading, the window hole is suitable for reading, the door opening top body of wall plate at the bottom of peripheral horizontal beam suitable for reading; Steel tenon and steel bar concrete tenon by the structure or the peripheral horizontal beam outside in non bearing structure pass through whole outer wall body plate around fixed joint supporting, to the tenon face of upper strata tenon, the height of windowsill body of wall plate is window or window hole with down to lower floor's window or more than the window hole to the height of its wall between windows body plate by the tenon face of supporting tenon.

This construction wall also has interior wall door opening body of wall plate; Above-mentioned body of wall plate also can be used as inner wall of building body of wall plate, and at this moment, interior wall body of wall plate and interior wall body of wall plate or interior wall body of wall plate and interior wall door opening body of wall plate water fixed joint and consist of interior wall by whole; Interior wall door opening body of wall plate has left plate, right panel, upper plate and door opening upper board; The cross sectional shape of left side plate, right panel, upper plate, door opening upper board is the tack rectangle; Two limits are embedded with and are connected steel part before and after the upper and lower end in the left side plate and the right panel outside and the mid portion; More than the door opening upper plate, form arrangement of reinforcement concrete housing by left plate, right panel, upper plate with door opening upper board and concrete Shell Plate, establish packed layer in the chamber of concrete housing, arrangement of reinforcement concrete shell nozzle face is established the knot surface layer, the left plate and the right panel of door opening body of wall plate, the long limit of its tack square-section is of a size of the gross thickness that door opening body of wall plate contains the body of wall plate of tying surface layer; Steel part welds with the whole main muscle that waters in the fixed joint the left plate of interior wall body of wall plate and/or door opening body of wall plate or also whole the watering of anchoring is cemented in the concrete with pre-buried being connected in the right panel plate outside; When interior wall body of wall plate and door opening body of wall plate were formed the load bearing construction interior wall, the body of wall plate height of interior wall body of wall plate and interior wall door opening body of wall plate was built at the bottom of the collar tie beam of flooring to the upper strata by building level surface; When interior wall body of wall plate and body of wall plate are formed the non-bearing inner wall of building, the body of wall plate height of interior wall body of wall plate and interior wall door opening body of wall plate by aspect at the bottom of the upper floor face beam.

Above-mentioned body of wall plate is by whole when watering fixed joint and concrete post or concrete wall and being combined as construction wall, and connection steel part that the left plate of body of wall plate peripheral panels or the right panel outside are pre-buried and corresponding concrete post or concrete wall are corresponding pre-buried is connected steel part and puts in order the vertical main muscle that waters fixed joint and weld or be anchored in to put in order and water in the concrete of fixed joint; When the cross sectional shape of the left plate of body of wall plate peripheral panels and right panel was the tack rectangle, it was rectangle that whole between body of wall plate and concrete post or the concrete wall watered fixed joint cross sectional shape; When the cross sectional shape of the left plate of body of wall plate peripheral panels and right panel is groove shaped or interior circular arc, the whole cross sectional shape that waters fixed joint between the left plate of body of wall plate peripheral panels or right panel and concrete post or the concrete wall is rectangular band groove shaped or rectangular band circular arc, the square-section part is established the whole vertical main muscle that waters fixed joint, and groove shaped or interior circular arc shaped portion are joined vertical structure muscle.

Consider to make body of wall plate of the present invention be applied to the occasion that directly links with concrete post or concrete wall, construction wall of the present invention has the body of wall plate; Be combined as the major part of body of wall or body of wall by body of wall plate and concrete post or concrete wall, body of wall plate and body of wall plate; The lightweight solid filler that the body of wall plate has arrangement of reinforcement concrete housing, ties surface layer and have function of heat insulation; Arrangement of reinforcement concrete housing has arrangement of reinforcement concrete Shell Plate and is connected as a single entity with arrangement of reinforcement concrete Shell Plate and perpendicular to the arrangement of reinforcement concrete peripheral panels of arrangement of reinforcement concrete Shell Plate; Filler is filled in the chamber of arrangement of reinforcement concrete housing; The knot surface layer is arranged on the openend of arrangement of reinforcement concrete housing; Arrangement of reinforcement concrete peripheral panels comprises left plate, right panel, upper plate and lower plate; Left side plate and the pre-buried steel part that is connected in the right panel outside; The cross sectional shape of left side plate and right panel is tack rectangle, groove shaped or semicircular arc, and the cross sectional shape of upper plate and lower plate is the tack rectangle; Concrete post or concrete wall and the lateral location that the body of wall plate joins establish pre-buried connection steel part and with the left plate of body of wall plate peripheral panels or the right panel outside pre-buried to be connected steel part corresponding; When the cross sectional shape of the left plate of body of wall plate peripheral panels and right panel was the tack rectangle, the pre-buried steel part that is connected of the pre-buried connection steel part in its left plate or the right panel outside and concrete post or concrete wall correspondence position welded; Stay vertical constuction joint between the left plate of concrete post or concrete wall and body of wall plate peripheral panels or the right panel, can set up airtight of rubber, the cement bonded sand filleting in the seam; When the cross sectional shape of the left plate of body of wall plate peripheral panels and right panel was groove shaped or interior circular arc, the pre-buried steel part that is connected of the pre-buried connection steel part in the steel bar concrete pin head of its left plate or the right panel outside and concrete post or concrete wall correspondence position welded; Groove shaped that leaves between body of wall plate and concrete post or the concrete wall or interior circular arc and seam by after water plain concrete filling and water full; When the cross sectional shape of the left plate of body of wall plate peripheral panels and right panel is the tack rectangle, the right panel of the left plate of body of wall plate or right panel and neighboring walls plate or the left plate outside are given the steel part that buries and are directly welded, stay vertical constuction joint between the neighboring walls plate, can set up airtight of rubber, the cement bonded sand filleting in the seam; When the cross sectional shape of the left plate of body of wall plate peripheral panels and right panel is groove shaped or interior circular arc, the right panel of the left plate of body of wall plate or right panel and neighboring walls plate peripheral panels or the left plate concrete pin head outside is given the steel part that buries and is directly welded, groove shaped between the neighboring walls plate or interior circular arc cavity and seam by after water plain concrete filling and water full.

The present invention has positive effect: (1) body of wall plate of the present invention adopts reflection and thermal insulation, sound insulation to combine, and packed layer adopts the harmless industrial and agricultural waste of lightweight, and its insulation, heat insulation, defening effect have been not less than 370 clay tile walls.Certainly packed layer does not repel the rock wool, foamed plastics, the cement that the adopt manufacturer production finished-product material such as perlite that rises of splashing yet, but cost is higher.(2) when body of wall plate total thickness of the present invention be 200, when adopting the lightweight non-hazardous waste to be packed layer, then every square metre of body of wall plate is stained with every square metre light 160-180 kilogram of brick wall than the light 230-250 kilogram of 240 standard clay tile walls than 240 porous; It is fair that every square metre of body of wall plate (contain steel bar concrete whole water fixed joint) cost and 240 adobe brick walls (comprise two sides cement bonded sand scrape grass) cost is then examined in the economical cost aspect.(3) body of wall plate of the present invention can be undertaken by factory prefabricated, on-the-spot composite assembly, the fixing and pouring steel bar concrete of interim welding is whole to water fixed joint; Carry out filleting and facing by the whole cross-sectional form of watering fixed joint of different steel bar concretes then.Prefabricated factory is except that outside finish adopts the outer wall body plate of coating, and the exterior wall finish of all tiled types can be considered to finish in factory equally.The whole local outside finish that waters fixed joint of steel bar concrete takes the back to mend paving.(4) the waste material filler in the body of wall plate of the present invention can be by waste material building materials plant produced, and the back is filled by element precast factory and finished, and also can directly be filled by the concrete element precast factory system of directly mixing.The various bodies of wall of forming by the body of wall plate, as being that " filled composite integral precast concrete building roof " patent of invention of 00112266.5 is used in combination with the patent No., a large amount of air-conditionings advance, return pipe, forceful electric power, light current, little electric line are all predeterminable in packed layer, the unified preparation of inserts, and 〉=30 millimeters of the prefabricated stage plate of this building roof seams, the installation of plate and plate is stayed seam to take fine-stone concrete and back to put in order to water concrete to water simultaneously and is finished.(5) the present invention combines the lightweight non-hazardous waste and forms various body of wall plates with arrangement of reinforcement concrete housing, waters the various construction walls that fixed joint is formed by various body of wall plates by whole, can reach economical, safe, and high-strength anti-shock combines with thermal insulation, sound insulation.In the economic condition permission, suitably increase cost, the concrete of arrangement of reinforcement concrete housing can adopt the foaming concrete to reduce cold bridge; The interior knot surface layer of exterior wall takes foam cement sand and foaming concrete technology to combine, and can reach the effect of further isolated cold bridge basically; Interior knot surface layer adds the chemical fibre dimension, mainly is in order to reduce the shrinkage crack of cement bonded sand surface layer; If the distance between plates that body of wall plate peripheral panels and interior demarcation strip form from≤1000 millimeters, then can adopt the cement bonded sand that does not add chemical fibre as the knot surface layer fully.(6) body of wall plate of the present invention owing to can finish in batch production, and on-the-spot composite assembly has improved building engineering construction efficient, has cancelled building block formula construction wall; The prefabrication accuracy is higher, also can strive for cancelling the wet trade that cement bonded sand is drawn together the grass meal face under the correct situation of installation in position, reduces environment pollution.(7) construction wall plate of the present invention can be applicable to external wall; No matter to the external wall of structure internal support still to the external wall of structure external support, by the discovery that studies for a long period of time, outer wall body can be divided into wall between windows wall part and windowsill wall wall part, the present invention can be by the various permutation and combination of wall between windows body plate and windowsill body of wall plate, and the variation that produces various facades.For example: when wall body of wall plate is " 0 " between wall, promptly forms the level band shape of piecing together connection continuously and cut apart facade by windowsill wall body of wall plate; When bench-table wall body of wall plate was " 0 ", wall ash wall body plate number of packages piece assembly connection promptly formed the entity external wall elevation between wall; If the arrangement of reinforcement concrete Shell Plate of the outside of wall between windows body of wall plate and windowsill wall body of wall plate is formed concave, convex, the various variation in moulding of arc, carry out permutation and combination again, the moulding facade of various variations can be combined as, thereby the aesthetic requirement that art of architectural modelling changes vertical face of outer wall of building can be satisfied.(8) the present invention can be that " filled composite integral precast concrete building roof " patent of invention of 00112266.5 is used simultaneously with the patent No., building roof has reached whole purpose of watering by the means of the system of giving, the body of wall plate is taked composite assembly, and water by steel bar concrete is whole that fixed joint is fixed to be combined into integral body with agent structure, reach the purpose of antidetonation, energy-conservation, sound insulation, cracking resistance anti-leakage, improved the grade of building performance.Lightweight, high-strength, reduced the building comprehensive cost; Because extensive work is included batch production production in, has improved speed of application; Be extensive use of the harmless industrial and agricultural waste of lightweight (accounting for more than 60% of constructional materials cumulative volume amount), helped environmental protection and meet builing industry moving towards fine fodder usefulness less, the many usefulness of coarse fodder, the principle of the wide usefulness of waste material meets the fundamental state policy of sustainable development; Thereby reach the energy-saving environment-friendly type building of high efficiency, high-quality, high-grade, low consumption, low cost, impel builing industry to move towards modernization.

Description of drawings

Fig. 1 is a kind of member schematic diagram of body of wall plate of the present invention.

Fig. 2 is the another kind of member schematic diagram of body of wall plate of the present invention.

Fig. 3 is the third member schematic diagram of body of wall plate of the present invention.

Fig. 4 is the 4th kind of member schematic diagram of body of wall plate of the present invention.

Fig. 5 is the left view of Fig. 1 or Fig. 2.

Fig. 6 is the upward view of Fig. 1.

Fig. 7 is the vertical view of Fig. 1.

Fig. 8 is the A-A cross-sectional schematic of Fig. 2, Fig. 3, Fig. 4.

Fig. 9 is the A1-A1 cross-sectional schematic of Fig. 1.

Figure 10 is the schematic cross-section of its right panel when the cross sectional shape of the left plate of body of wall plate of the present invention and right panel is interior circular arc.

Figure 11 is the schematic cross-section of its right panel when the cross sectional shape of the left plate of body of wall plate of the present invention and right panel is groove shaped.

Figure 12 is the B-B cross-sectional schematic of Fig. 1, Fig. 2.

When Figure 13 formed the in-line body of wall for the present invention, the left plate of two blocks of body of wall plates or right panel cross sectional shape were that the cross sectional shape that rectangle joins is the whole structural representation that waters fixed joint of rectangle.

When Figure 14 formed the in-line body of wall for the present invention, the left plate of two blocks of body of wall plates or right panel cross sectional shape were that the cross sectional shape that interior circular arc is joined is the whole structural representation that waters fixed joint of interior circle.

When Figure 15 formed the in-line body of wall for the present invention, the left plate of two blocks of body of wall plates or right panel cross sectional shape were that the cross sectional shape that groove shaped is joined is the interior square whole structural representation that waters fixed joint.

When Figure 16 formed the in-line body of wall for the present invention, the left plate of a body of wall plate or right panel cross sectional shape were rectangle and window, the left and right limit of the door opening cross sectional shape that joins is the whole structural representation that waters fixed joint of rectangle.

When Figure 17 formed the in-line body of wall for the present invention, the left plate of a body of wall plate or right panel cross sectional shape were interior circular arc and window, the left and right limit of the door opening cross sectional shape that joins is the whole structural representation that waters fixed joint of circular arc in the rectangular band.

When Figure 18 formed the in-line body of wall for the present invention, the left plate of a body of wall plate or right panel cross sectional shape were groove shaped and window, the left and right limit of the door opening cross sectional shape that joins is the whole structural representation that waters fixed joint of rectangular band groove shaped.

When Figure 19 formed the in-line body of wall for the present invention, the left plate of a body of wall plate or right panel cross sectional shape were rectangle and concrete post or the concrete wall cross sectional shape that joins is the whole structural representation that waters fixed joint of rectangle.

When Figure 20 formed the in-line body of wall for the present invention, the left plate of a body of wall plate or right panel cross sectional shape were interior circular arc and concrete post or the concrete wall cross sectional shape that joins is the whole structural representation that waters fixed joint of circular arc in the rectangular band.

When Figure 21 formed the in-line body of wall for the present invention, the left plate of a body of wall plate or right panel cross sectional shape were groove shaped and concrete post or the concrete wall cross sectional shape that joins is the whole structural representation that waters fixed joint of rectangular band groove shaped.

Seam construction schematic diagram when joining when Figure 22 is used as the outer wall body plate for body of wall plate of the present invention and at the bottom of the top beam of building.

When Figure 23 is a body of wall plate of the present invention as the outer wall body plate, the seam construction schematic diagram that joins with the lower beam face of building.

When Figure 24 is a body of wall plate of the present invention as structure external support formula outer wall body plate, the seam construction schematic diagram that lower floor's body of wall plate of building upper strata ash wall body plate part and building joins.

When Figure 25 was a body of wall plate of the present invention as the corner body of wall, the left plate of neighboring walls plate or right panel cross sectional shape were rectangle, and the corner body of wall of formation is whole, and to water fixed joint cross sectional shape be square structural representation.

When Figure 26 was a body of wall plate of the present invention as the three-dimensional body of wall, the left plate of neighboring walls plate or right panel cross sectional shape were rectangle, and the three-dimensional body of wall of formation is whole, and to water fixed joint cross sectional shape be square structural representation.

When Figure 27 was a body of wall plate of the present invention as the four-way body of wall, the left plate of neighboring walls plate or right panel cross sectional shape were rectangle, and the four-way body of wall of formation is whole, and to water fixed joint cross sectional shape be square structural representation.

When Figure 28 is a body of wall plate of the present invention as corner, three-dimensional, four-way body of wall, the left plate of neighboring walls plate or right panel cross sectional shape are groove shaped, the structural representation that the corner of formation, three-dimensional, four-way body of wall are put in order and watered fixed joint cross sectional shape is square band groove shaped.

When Figure 29 is a body of wall plate of the present invention as corner, three-dimensional, four-way body of wall, the left plate of neighboring walls plate or right panel cross sectional shape are interior circular arc, and the corner of formation, three-dimensional, four-way body of wall are put in order and watered the structural representation that fixed joint cross sectional shape is a circular arc in the square band.

When Figure 30 is combined as the corner body of wall for body of wall plate of the present invention as structure external support formula exterior wall and by steel tenon or steel bar concrete tenon, the left plate of neighboring walls plate or right panel cross sectional shape are rectangle, the structural representation that it is the corner rectangle that formation whole watered fixed joint cross sectional shape.

When Figure 31 is combined as the corner body of wall for body of wall plate of the present invention as structure external support formula exterior wall and by steel tenon or steel bar concrete tenon, the left plate of neighboring walls plate or right panel cross sectional shape are groove shaped, the structural representation that it is corner rectangular band groove shaped that formation whole watered fixed joint cross sectional shape.

When Figure 32 is combined as the corner body of wall for body of wall plate of the present invention as structure external support formula exterior wall and by steel tenon or steel bar concrete tenon, the left plate of neighboring walls plate or right panel cross sectional shape are interior circular arc, and formation whole watered the structural representation that fixed joint cross sectional shape is a circular arc in the corner rectangular band.

When Figure 33 is a body of wall plate of the present invention as structure external support formula exterior wall, the structural representation of the steel bar concrete tenon of supporting outer wall.

When Figure 34 was a body of wall plate of the present invention as structure external support formula exterior wall, the tenon of supporting outer wall was by the steel tenon structure schematic diagram of shaped steel combination.

When Figure 35 was a body of wall plate of the present invention as structure external support formula exterior wall, the tenon of supporting outer wall was by the steel tenon structure schematic diagram of reinforcing bar combination.

When Figure 36 used for body of wall plate of the present invention combines as multistory masonry structure and with " whole the watering of the system of giving filled compound building roof ", the body of wall plate was made the structural representation of load-bearing exterior wall and collar tie beam.

When being used in combination, the body of wall plate is made the structural representation of time load-bearing exterior wall and collar tie beam to Figure 37 as multistory masonry structure and with " whole the watering of the system of giving filled compound building roof " for body of wall plate of the present invention.

Figure 38 for body of wall plate of the present invention as multistory masonry structure and with " whole the watering of the system of giving filled compound building roof " when being used in combination, the structural representation of body of wall plate load-bearing interior wall and collar tie beam.

When being used in combination, the body of wall plate is made the structural representation of time load-bearing interior wall and collar tie beam to Figure 39 as multistory masonry structure and with " whole the watering of the system of giving filled compound building roof " for body of wall plate of the present invention.

Figure 40 is the member schematic diagram of interior wall door opening body of wall plate of the present invention.

Figure 41 is provided with position view for interior wall door opening body of wall plate of the present invention.

Figure 42 is the fine steel rib grid schematic diagram of setting in the reinforcing rib that is provided with in the concrete around the Shell Plate of body of wall plate steel bar concrete housing of the present invention and the peripheral panels angle of cut and the peripheral panels openend and Shell Plate, the peripheral panels.

Figure 43 is the fine steel rib grid schematic diagram that is provided with in the reinforcing rib that is provided with in the concrete around the Shell Plate of body of wall plate steel bar concrete housing of the present invention and peripheral panels angle of cut ribs and the peripheral panels openend and Shell Plate, the peripheral panels.

The specific embodiment

Embodiment divides the specific embodiment of construction wall plate and the specific embodiment two major parts of construction wall:

(1) specific embodiment of construction wall plate

The stressed arrangement of reinforcement concrete housing 1 of construction wall plate of the present invention mainly is to be made of arrangement of reinforcement concrete Shell Plate 11 peripheral panels 12 vertical with Shell Plate four limits; The body of wall plate is under the situation of Force Calculation deficiency, and Shell Plate 11 is established ribs 13 with the inner corner trim of peripheral panels 12; When plate is big, inner by demarcation strip 14 in plate short or two-way the establishing, in order to the rigidity that increases body of wall plate structure be subjected to force intensity and increase fixed to filler 2; Both sides, 125 fens front and back of the connector of the left plate 121 of body of wall plate peripheral panels 12, the outside upper and lower end of right panel 122 and middle part pre-embedded steel slab 125 or steel are provided with, pre-buried steel part 125 welds or anchoring with the main muscle of the interior reinforcement of the left and right plate of peripheral panels 12, the pre-buried steel part 125 of the left and right plate outside two ends of peripheral panels 12 plays a part to install temporary fixed except that watering fixed joint 6 and play the anchoring effect with whole simultaneously; The outer middle side part of peripheral panels 12 left and right plates is needed to bury steel part 125 underground and will be buried the factor how many steel parts 125 all are decided by plate height and wind resistance, antidetonation underground.Arrangement of reinforcement in the Shell Plate 11 of concrete housing 1, peripheral panels 12, the interior demarcation strip 14 is generally φ 2.5-φ 3@200 two-way (referring to that diameter is 2.5 millimeters to 3 millimeters and is spaced apart 200 millimeters and two-way steel mesh reinforcement of arranging); Establish in the concrete housing 1 and strengthen main reinforcement 16, strengthening main muscle 16 is located in the peripheral panels 12 openends four limit concretes, if 3 φ 6-3 φ 8 (referring to that 3 diameters are 6 to 8 millimeters reinforcing bar) and Shell Plate 11 are with the angle of cut position of peripheral panels 12 or in inner corner trim ribs 13 concretes, establish 3 φ 6-3 φ 8 equally, to satisfy the needs of temporary fixed and wind resistance power of body of wall plate and antiseismic power.The thickness of each plate body of body of wall plate is generally: Shell Plate 11 thick 30 millimeters, peripheral panels 12 thick 40 millimeters, interior demarcation strip 14 thick 25-30 millimeters, when the inner corner trim of the Shell Plate 11 and peripheral panels 12 angles of cut need be established ribs 13, its ribs 13 is the inline hypotenuse line of inner corner trim, the long 50-80 millimeter of hypotenuse.Establish fine steel rib grid 15 in the Shell Plate 11 of body of wall plate concrete housing 1, peripheral panels 12, interior demarcation strip 14, ribs 13, arrangement of reinforcement wherein and concrete thickness of slab all can be determined by design according to different stressing conditions.

See Fig. 1～12, Figure 42, Figure 43, the cross-sectional form of the left and right plate of body of wall plate peripheral panels 12 has three kinds of tack rectangle, groove shaped and semicircle arcs, and the upper plate 123 of peripheral panels 12, the cross section of lower plate 124 are the tack rectangle; Filler 2 also claims packed layer to be filled in the cavity that body of wall plate peripheral panels 12, interior demarcation strip 14 and Shell Plate 11 form, filler 2 adopts lightweights, harmless industrial and agricultural waste as waste foam plastics, waste rock wool, wood chip, useless fiber, crop stalk, cereal shell, bamboo silk, bamboo bits etc., also can adopt other finished product thermal insulation heat-barrier material, as rock wool, foamed plastics, the perlite etc. that rises of splashing, but the cost height is generally avoided using.The lightweight non-hazardous waste is by pulverizing, and adopts cement, lime to add small amount of cement, lime, flyash and adds that lime adds gypsum or harmless chemical glue mixes and stirs gluing as cementitious matters such as 107 glue; Filler 2 can be taked directly to fill and the filling block of professional plant produced is filled two kinds.The openend that concrete housing 1 behind the packed layer 2 is set adds knot surface layer 3; Knot surface layer 3 is prefabricated in the factory three classes is arranged when finishing: the one, and when the peripheral panels 12 of body of wall plate and rib of slab spacing≤1000 of interior demarcation strip 14 millimeter, can adopt 15 millimeters thick cement bonded sands or foam cement sand or add chemical fibre dimension powder; The 2nd, when being positioned at the 1200-1500 millimeter, the rib of slab spacing adopts to add gauze wire cloth or chemical fibre net cement bonded sand or foam cement sand powder 20-25 millimeters thick; The 3rd, the rib of slab spacing is a 1500-2000 millimeter or during greater than 2000 millimeters, adopts and waters fine-stone concrete or the foaming fine-stone concrete that the 25-30 millimeters thick is joined fine steel rib again.Adopt the 3rd class knot surface layer as more than in the bearing wall plate.All should stretch out muscle with body of wall plate peripheral panels 12 and interior demarcation strip 14 when knot face screening muscle or arrangement of reinforcement and carry out the anchor knot; After the body of wall plate is installed, to the opening surface of body of wall plate concrete housing 1 and filler 2 in conjunction with in whitewash whole in during powder, and the filler 2 of body of wall plate is when directly filling, then filler 2 is filled in 10 millimeters of the opening surfaces, powder cement mortar 15 millimeters thick are put down with peripheral panels 12, interior demarcation strip 14 powder then.Body of wall plate total thickness generally can divide 200 millimeters and 250 millimeters two kinds, be used in south and northern area respectively or be used in thermal insulation respectively, sound insulation requires generally and the building of having relatively high expectations.Reflecting layer 4, be meant that load-bearing or nonweight-bearing exterior wall or the interior wall of having relatively high expectations establish the reflecting layer, wall thermal insulating is heat insulation in order to increase, the effect of sound insulation, adopt reflection to combine with thermal insulation and sound insulation, reflecting layer 4 is located between arrangement of reinforcement concrete Shell Plate 11 inner faces and the packed layer 2, with white, light flooring such as whiting, film one or more layers, aluminium foil etc. takes to be coated with, bonding or by the band tooth galvanized wire more than No. 12, before the 11 intensity initial sets of body of wall plate arrangement of reinforcement concrete Shell Plate, insert 30 millimeters anchors knots of concrete.Because packed layer 2 minutes is directly filled and prefabricated section is filled two kinds,, be with tooth galvanized wire 41 length to reserve more than 150 millimeters or 150 millimeters for 180 millimeters and anchor in the filler 2 if directly during filling.

The body of wall plate is because the arrangement of reinforcement of concrete part is the non-stress that gives, and according to the difference building, different purposes after the body of wall plate of different parts design is classified, are implemented by class, all can adopt the technological process and the overlapping casting method of continuous productive process, and body of wall plate concrete is got C ₂₀～C ₃₀, generally get C ₃₀(referring to that concrete grade is No. 300), fine-stone concrete and knot surface layer 3 all can add early strength admixture, and in every cube of 700kg of filler 2 unit weights control, intensity is C _1.5-C ₂, overlapping casting method divides two kinds of the method for just watering and uphill running methods.

(1) just watering method: the filler 2 of body of wall plate is suitable for the method for just watering when directly mixing and stirring filling by precast member factory.Just water the method first step and selecting smooth and firm concrete place, spread out and put on smooth and soffit formwork face light, all can as aluminium sheet, tin plate, three-ply board etc., face is established the film separation layer, add the peripheral panels external mold, the arrangement of reinforcement concrete Shell Plate that is just watering method body of wall plate is at bottom surface, concrete peripheral panels opening upwards, the gauze wire cloth muscle φ 2.5-φ 3@200 that places Shell Plate and peripheral panels is two-way, and ties angle of cut reinforcing rib or the inner corner trim reinforcement rib 3 φ 6-φ 8 and the peripheral panels outer port part reinforcing rib 3 φ 6-φ 8 of Shell Plate and peripheral panels; Demarcation strip muscle φ 2.5-φ 3@200 is two-way in penetrating simultaneously.

Lay peripheral panels (containing the inner corner trim ribs) internal mold and interior separation template die, build the concrete (C of Shell Plate, peripheral panels, inner corner trim ribs, interior demarcation strip ₃₀), jolt ramming, make real, flatten.Subsequently, all outer wall body plates all should be in concrete Shell Plate (being medial surface) paving reflecting layer upward.The inside body of wall plate of the heat-insulation and heat-preservation of having relatively high expectations, sound insulation should paste the reflecting layer equally.No matter paste or do not paste the body of wall plate in reflecting layer, before its Shell Plate concrete strength does not reach initial set, insert barbed galvanized wire 41 more than No. 14 as required, insert 30 millimeters of concretes, 180 millimeters of galvanized wire length overalls are reserved 150 millimeters.Concrete reaches certain intensity (tear open touch do not collapse and not influence intensity be standard), removes inside and outside mould, can directly fill the lightweight non-hazardous waste filler 2 that mixes and stirs with cementitious materials.

Various lightweight non-hazardous wastes according to the inhomogeneity waste material, can be respectively graininess, sheet after crushed, and cut-out or fiber are thread.The graininess diameter is less than the 10-15 millimeter; Sheet, its block are not more than 15 millimeters, the thick 2-3 millimeter that is not more than; Cut-out or fiber are thread, its length＜30-40 millimeter.Mix and stir to be stained with through gluing and be degree, compress with iron plate when inserting and do not damage concrete peripheral panels 12 and interior demarcation strip 14 is to be filled to degree till peripheral panels and the following 5-8 millimeter of interior demarcation strip actinal surface to cementitious matter.

After filler is finished, can give the knot face respectively by three kinds of knot face ways according to different needs.Can bury suspension hook underground on two limits of upper plate 123 2 ends of body of wall plate peripheral panels 12, the suspension hook muscle is generally φ 8, totally four.The steel part 125 that left and right plate two ends of suspension hook and body of wall plate peripheral panels 12 and the outside, plate middle part are buried underground, or the steel part of burying underground outside upper and lower plate two ends of peripheral panels 12 and the plate middle part 126 penetrate when penetrating reinforcing rib 16 together.

After just watering body of wall and after finishing the knot face, waiting to tie surface layer and arrive 50% above intensity, can tie that the lay barrier film repeats to build second block of body of wall plate of the same type on the surface layer at it.

(2) uphill running method: the filler 2 of body of wall plate is by the prefabricated production of conservation plant, is suitable for the uphill running method when adopting prefabricated waste material filling block.The first step concrete levelling of the land of uphill running method is and firm, and it is smooth and bright and clean that the bed die of spreading out and putting on requires, and spreads out and puts on the film separation layer.Second step is according to the size of setting, put prefabricated filling block 2, stay 25-30 millimeter gap between the filling block 2, the thickness of demarcation strip 14 was (according to the size dimension and the needs of body of wall plate in the gap of filling block 2 was, interior demarcation strip can also can be two-way for unidirectional).Stop peripheral thickness of slab size between filling block 2 and the external mold; The inner corner trim of concrete Shell Plate and peripheral panels is established four limits, the peripheral top of filling block of concrete ribs and is removed 45, the wide 50-80 millimeter in inclined-plane, angle.

During the uphill running method, plate Shell Plate 11 in the above, the grid muscle 15 that penetrates Shell Plate, peripheral panels, interior demarcation strip is two-way for φ 2.5-φ 3@200, and penetrate inner corner trim reinforcing rib 3 φ 6-φ 8 and penetrate four limit reinforcing ribs, 3 φ 6-φ 8 at the peripheral panels end opening, penetrate the suspension hook the two ends of the upper plate 123 of peripheral panels 12 buried underground and the pre-embedded steel slab 125 in peripheral panels 12 left and right plate two ends and the plate simultaneously; Or the steel part of burying underground outside peripheral panels 12 left and right plate two ends or the plate middle part 126; Lay the peripheral panels exterior sheathing, can build C after the inspection size is errorless ₃₀Fine-stone concrete makes peripheral panels, Shell Plate, inner corner trim ribs, interior demarcation strip concrete water puddling in fact, till the powder concora crush light, treats that concrete reaches certain intensity and repaves the stand barrier film, builds second body of wall plate body in the above, so repeats overlapping building.

Uphill running method body of wall plate after its concrete of building at last reaches 70% above intensity, lifts by crane anti-status and does not do three kinds of surface layers 3 by different needs.The same overlapping working system of continuous productive process that adopts.

Just watering the general concrete thickness of slab of body of wall plate: thick 30 millimeters of Shell Plate concrete, thick 40 millimeters of peripheral panels concrete, the thick 25-30 millimeter of interior demarcation strip concrete with uphill running.45 ° of inner corner trim ribs, the wide 50-80 millimeter in inclined-plane can be according to paying no attention to situation levelling arrangement of reinforcement and thickness of slab when specific design is calculated.

(2) specific embodiment of construction wall

Various body of wall plates 100 just can consist of body of wall by the whole fixed joint 6 of watering after fixed, between body of wall plate 100 and the plate 100, take between the left plate 121 of the right panel 122 of a plate 100 and another piece plate 100 promptly that steel bar concrete is whole to be watered fixed joint 6 and carry out the fixed construction wall of same building layer that is, fixed joint 6 is made up of vertical main muscle 61 and cast-in-place concrete 62: when the cross sectional shape of the left and right plate of body of wall plate 100 was the tack rectangle, then the pre-buried steel part 125 in the left and right plate of the body of wall plate outside welded or anchoring with vertical main muscle 61; When the cross sectional shape of the left and right plate of body of wall plate 100 is in groove shaped or half during circular arc, the pre-buried steel part 125 in the arrangement of reinforcement concrete pin head outside that the left plate 121 of the pre-buried steel part 125 in the arrangement of reinforcement concrete pin head outside of taking the right panel 122 of a body of wall plate 100 to stretch out and another piece body of wall plate 100 stretches out directly welds, in the square or circular cavity that forms by the groove shaped or the interior circular arc of adjacent two blocks of body of wall plates 100, if vertical main muscle 61 also waters concrete 62, form the whole fixed joint 6 that waters; About stay seam 25-30 mm wide between the concrete pin head that stretches out of two plates, tamp together during the pouring concrete water full; Therefore whole between the neighboring walls plate 100 watered three kinds of forms that fixed joint has as shown in figure 13 flat-headed joint, the joint of groove shaped as shown in figure 14 and interior circular arc joint as shown in figure 15.

Body of wall plate 100 is used in the bearing wall building of non-bearing wall body or some combination construction, except that above three kinds of whole watering the fixed joint 6, when the body of wall plate 100 of same building layer connects with concrete post or concrete wall, can water fixed joint 6 connections for whole by whole equally, whole water fixed joint 6 and form by vertical main muscle 61 and Cast-in-place concrete 62, a whole left side of watering fixed joint 6 neighboring walls plates 100, adjacent in a right panel pre-buried steel part 125 in the plate body outside welds or anchoring with vertical main muscle 61, concrete post or concrete wall are at the same pre-buried steel part of correspondence position, the main within the walls muscle of this steel part and concrete post or concrete welds or anchoring, and its form is just like three kinds of forms shown in Figure 19-21.

When body of wall plate 100 is used in the exterior wall part and joins with layer left and right limit, window (door) hole, water fixed joint 6 and link by whole equally, whole water fixed joint 6 and form by vertical main muscle 61 and Cast-in-place concrete 62, the pre-buried steel part 125 in the left and right plate outside of body of wall plate 100 welds or anchoring with vertical main muscle 61, just like three kinds of forms shown in Figure 16-18.

When the left and right plate of body of wall plate 100 is the tack square-section, join with concrete post or concrete wall and also can directly join, directly weld by the pre-buried steel part 125 in the left and right plate outside of body of wall plate 100 and concrete post or the pre-buried corresponding steel part of concrete wall and to fix, stay constuction joint, can set up airtight of rubber in the seam, take the cement mortar filleting.When the left and right plate of body of wall plate 100 is groove shaped or interior circular section, the left and right plate concrete pin head outside is given the steel part that buries and is given the corresponding steel part that buries with concrete post or concrete wall and also can directly weld fixing, left and right plate stays concrete pouring mouth, and the seam between groove shaped and interior circular arc cavity and concrete pin head and concrete post, the concrete wall (stitching the wide 25-30 of staying millimeter) waters plain concrete.When body of wall plate 100 is used for nonweight-bearing, less demanding, as to there is no earthquake requirement common building, also can directly welds between its inner, external wall body of wall plate 100 and the body of wall plate 100 and do not establish that steel bar concrete is whole to water fixed joint 6; When the right panel of the left plate of body of wall plate 100 or right panel and neighboring walls plate 100 or left plate were the tack square-section, the left and right plate outside was given and is buried steel part and directly weld, and stays vertical constuction joint, and exterior wall can be set up airtight of rubber, cement bonded sand filleting; When left and right plate was groove shaped or interior circular arc, its concrete pin head outside was given and is buried steel part and directly weld by the contact steel part, stitch the wide 25-30 millimeter that stays, and left and right plate is established concrete pouring mouthful, the cavity of left and right plate groove shaped or interior circular arc and stitch and water plain concrete together.

Body of wall plate 100 is used for the main separation body of wall in the inside and outside body of wall of multilayer bearing wall or the non-bearing building structure or is supported on non-bearing exterior wall on the peripheral horizontal beam face, steel bar concrete is whole to be watered fixed joint 6 and waters the fixed joint 6 except that the whole of above-mentioned neighboring walls plate 100, also there are following three kinds of forms, the one, body of wall plate corner joins, the 2nd, three-dimensional body of wall plate joins, and the 3rd, four-way body of wall plate joins.Whole shape such as Figure 25 and Figure 28, shown in Figure 29 that waters fixed joint 6 that body of wall plate corner joins.Whole shape such as Figure 26 and Figure 28, shown in Figure 29 that waters fixed joint 6 that three-dimensional body of wall plate joins.Whole shape such as Figure 27 and Figure 28, shown in Figure 29 that waters fixed joint 6 that four-way body of wall plate joins.

Be supported on the body of wall plate 100 of peripheral structure body and the peripheral horizontal beam outside and the non by 82 supportings of steel tenon 81 or steel bar concrete tenon, when its corner joined, corner is whole to water that fixed joint exists as Figure 30 three kinds of forms shown in Figure 32 extremely.

No matter corner, three-dimensional or four-way body of wall plate join, its steel bar concrete is whole to water fixed joint 6 except that the external wall corner body of wall of structure and the supporting of the peripheral horizontal beam outside, be circular arc in square or square band groove or the band, the length of side on square limit is body of wall plate 100 total thicknesses, squarely whole water fixed joint 6 and is made up of vertical main muscle 61 and Cast-in-place concrete 62, subsidiary groove or interior garden arc are joined distributing bar and are together watered to tie in putting in order and water in the concrete 62 of fixed joint 6.The join pre-buried steel part 125 in the outside of its left and right board of the whole neighboring walls plate 100 that waters fixed joint 6 can directly weld or welds or be anchored in whole watering in the concrete 62 of fixed joint 6 with vertical main muscle 61.

By the above, the wall body plate 100 of building waters fixed joint 6 and makes up and promptly form with the various Internal and external building body of wall of layer by above various steel bar concretes are whole.Wall body monolithic plate size, high in common buildings≤4.5 meters, wide≤4 meter, both economical, particularly plate is wide with more flexible less than 2.5 meters, generally be decided to be 200 millimeters and 250 millimeters two kinds for suitable for the thickness of slab of bearing wall plate and non-bearing outer wall body plate, also can set separately as required; The main compartment wall thickness of slab of nonweight-bearing building interior generally is not less than 100 millimeters.The various building inside and outside wall bodies that formed by 100 combinations of body of wall plate are vertically divided by layer, and its body of wall plate 100 height and template thereof carry out classification declaration by following classification:

Be applied to the multistory building external and internal wall of load-bearing, its body of wall plate 100 calculated heights are aspect at the bottom of the collar tie beam of upper strata, the left side of body of wall plate 100 peripheral panels 12, the right panel outside by the above pre-buried steel part 125 is set and fixed joint 6 fixed, the left plate 121 of peripheral panels 12, right panel 122 and upper plate 123 and lower plate 124 its cross sectional shapes are only used flat-headed, on, on the lower plate, following two ends are provided with pre-embedded steel slab 126 by both sides, when plate is wider than 2 meters, on, vertical interior board two limits of separating of lower plate respectively increase by a block plate 126, with last, lower plate is strengthened main muscle position and is welded or anchoring, upper plate 123 pre-embedded steel slabs 126 weld out reinforcing bar and anchor in the body of wall steel bar concrete collar tie beam of upper strata, stretching out reinforcing bar can be in conjunction with the suspension ring setting, lower plate pre-embedded steel slab 126, weld out the φ 16 above reinforcing bars of 30 millimeters long and make positioning bar, the steel plate pre-buried with lower floor body of wall steel bar concrete collar tie beam face corresponding positions welds, and does interim location and fixing; The pre-buried steel part 126 in the top and bottom of upper and lower plate can also directly adopt the pre-depressed place of reinforcing bar to stretch out.Upper plate 123 tops to the actual height of lower plate 124 following body of wall plates deducts 30 millimeters for these body of wall plate 100 calculated heights, 30 millimeters spaces between lower plate 124 and the lower floor's steel bar concrete collar tie beam face (being the floor face), make fine-stone concrete and sit slurry, welding spacer bars place reserves 100 mm wides and does not overlay fine-stone concrete seat slurry, adopts the back embedding to mend the fine-stone concrete processing.Sit the slurry fine-stone concrete two sides of plate immediately the pressing board face raise and wipe off clearly.Above each layer external and internal wall as bearing wall plate 100 all carries out equally, and until arriving the top layer top, the relation of upper and lower layer body of wall plate and flooring and concrete collar tie beam is seen Figure 36-39 4 kind.To the knot surface layer 3 of the bearing wall plate that is applied to multistory building, should adopt arrangement of reinforcement fine-stone concrete or foaming fine-stone concrete (exterior wall) knot face.But in the situation of designing and calculating permission-down, also can adopt foam cement sand or cement bonded sand screening muscle knot face or pure water silt particle or foam cement sand, or cement bonded sand adds chemical fibre dimension powder face.What calculate definite according to the number of plies and total load amount.

Be applied to inside master's compartment wall body of wall plate of non-bearing building, can be with reference to the way of the inner body of wall of multistory building of load-bearing, different persons, its body of wall plate calculated height is an aspect at the bottom of the beam of top, the thickness of its body of wall plate can take 〉=100 millimeters get final product.

The outer wall body plate 100 that is applied to non-bearing wall body can divide two big classes: a class outer wall body plate directly is supported on and is called structure internal support formula outer wall body plate on the building external horizontal beam face, is applied to as many in reinforced concrete frame building and reinforced concrete shear wall build; Another kind of outer wall body plate is arranged at reinforced concrete pile, shear wall, steel column and the peripheral horizontal beam outside or complete outer wall body plate in the horizontal beam outside, is called structure external support formula outer wall body plate.

More than the external wall body of wall plate 100 of two class formation internal supports and external support, all be divided into two kinds of wall between windows body of wall plate 100-1 and windowsill wall body of wall plate 100-2.Wall between windows body of wall plate 100-1 can be a monolithic wall between windows body of wall plate, also can be made up of several piece wall between windows body of wall plate, can also be " 0 " size; Same windowsill wall body of wall plate 100-2 can be a monolithic windowsill wall body of wall plate, can also form for several piece windowsill wall body of wall plate, can also be " 0 " size, and all the needs that are provided with according to the architectural design facade are decided.

The external wall body of wall plate of structure internal support formula, its body of wall self vertical load is directly supported by the building external horizontal beam, wall between windows body of wall plate 100-1 height dimension is that the peripheral horizontal beam face of lower floor calculates at the bottom of the peripheral horizontal beam in upper strata, stay construction level seam 15-20 millimeter between at the bottom of plate 100-1 and beam face and the beam, can set up rubber airtight 71,72 in the seam, the upper water flush joint is taked the cement mortar filleting, and the lower horizontal seam is sat slurry for cement bonded sand; Windowsill wall body of wall plate 100-2 by window bottom windowsill wall body of wall plate 100-21 and in minority building window (door) top, the hole wall body of wall plate 100-22 at the bottom of the extremely peripheral horizontal beam beam suitable for reading of window (door) hole form, window end opening windowsill wall body of wall 100-21 height dimension is that peripheral horizontal beam face is to the window end opening, stay construction level seam 15-20 millimeter between lower beam face and the windowsill body of wall plate, can set up rubber airtight 72 in the seam, cement bonded sand is sat slurry; Window (door) top, hole body of wall plate, height dimension are that window is suitable for reading at the bottom of the peripheral horizontal beam in upper strata, and stay the construction level seam between at the bottom of the beam, can set up rubber airtight 72, the cement mortar filleting in the seam.Between wall between windows and the windowsill wall, between wall between windows and the wall between windows, between windowsill wall and the windowsill wall, between wall between windows body of wall plate and windowsill wall body of wall plate and the reinforced concrete pile (wall), and window (door) hole between water fixed joint 6 and carry out fixed by steel bar concrete is whole.Pre-buried with at the bottom of the upper and lower layer of peripheral horizontal beam and the corresponding position of the beam face respectively steel part welding of steel part 125 that the left plate 121 of the peripheral panels 12 of two kinds of body of wall plates 100 and two ends, right panel 122 outside are pre-buried is done temporary fixed; The left and right plate two ends, the outside of plate 100 peripheral panels 12 and middle pre-buried steel part 125 weld or anchoring with the whole vertical main muscle 61 that waters fixed joint 6 simultaneously, the vertical main muscle 61 of fixed joint 6 with at the bottom of the peripheral horizontal beam of upper and lower layer and corresponding pre-buried steel part of beam face weld, guarantee wholely to water fixed joint 6 and become as a whole with agent structure by peripheral horizontal beam, also guarantee wind-force that outer wall body plate 100 is suffered and seismic forces by steel bar concrete whole water fixed joint 6, again by put in order water fixed joint 6 by peripheral horizontal beam to the agent structure transmission.

Between the left and right plate of structure internal support outer wall body plate 100 peripheral panels 12 and the left and right plate of adjacent outer wall body plate 100, and between the post (wall), and between window (door) hole, the form of putting in order the joint that waters fixed joint 6 is described identical with preamble.

The external wall body of wall plate of structure external support formula is to water fixed joint 6 by whole between the outer wall body plate, is watered fixed joint 6 and is supported on every layer of building structure or the peripheral horizontal beam of per pass or structure scapus, pre-buried steel tenon 81 or the steel bar concrete tenon 82 in the wall outside by whole.Self vertical load of outer wall body plate 100, wind carries and seismic forces, waters fixed joint 6 and passes to supporting tenon 81,82 by steel bar concrete is whole by body of wall plate 100, passes horizontal beam and building main stress structure thereof to the periphery by tenon.

The external wall body of wall plate of structure external support formula does not have the outer wall body plate of choosing the adret platform, and to upper strata supporting tenon face, windowsill body of wall plate 100-2 height dimension is suitable for reading to lower floor's window by the window end opening by supporting tenon face for the body of wall plate 100-1 height dimension of its wall between windows.

Structure external support formula external wall body of wall plate 100, when the exterior wall of cantilevered balcony is arranged, choose balcony beam face and supporting tenon face be provided with sustained height and balcony choose beam and tenon with wide, with height; Outer wall body plate 100, its wall between windows body of wall plate 100-1 highly is similarly lower floor's tenon face to upper strata tenon face or balcony bottom, and windowsill wall body of wall plate 100-2 is made up of the top body of wall plate 100-22 at windowsill body of wall plate 100-21 below the window and window (door) hole; Windowsill body of wall plate 100-21 height dimension is a window end opening Zhiyang table top under the window; Window (door) top, hole body of wall plate 100-22 height dimension by window (door) hole, top to the balcony bottom faces.

The stressed supporting tenon of structure external support formula external wall divides 82 2 kinds of the steel bar concrete tenons that the steel tenon 81 be made up of shaped steel or reinforcing bar and prefabricated depressed place go into; Steel tenon more than 81 is used in the external wall of steel work and reinforced concrete structure, steel bar concrete tenon 82 only is used in the reinforced concrete structure external wall, steel bar concrete tenon 82 its upper and lower sides are pre-embedded steel slab 822 respectively, in order to temporary fixed outer wall body plate 100 and the whole vertical main muscle 61 that waters in the fixed joint 6 of welded reinforcement concrete.As Figure 33, Figure 34, Figure 35.

Steel bar concrete is whole to water fixed joint: when the left and right plate of the peripheral panels 12 of body of wall plate 100 was the flat-headed cross section, it is whole, and to water fixed joint 6 cross sectional dimensions be that face width 120-250 millimeter multiply by body of wall plate total thickness and deducts 20 millimeters.Vertical reinforcement 61 is determined by calculating according to different loads in the fixed joint 6; Structure external support formula exterior wall supporting tenon, since supporting tenon pre-depressed place in the peripheral horizontal beam of building structure and post (wall) thereof and whole watering be consolidated in steel bar concrete and put in order and water in the fixed joint 6, so the tenon width dimensions that stretches out post (wall) and the peripheral horizontal beam outside is less than whole 30 millimeters at the fixed joint that waters of steel bar concrete, extension elongation is that outer wall body plate total thickness deducts 20 millimeters, and the height dimension of stressed tenon and arrangement of reinforcement thereof are determined by calculating according to different loads.

The upper and lower plate of the peripheral panels 12 of the outer wall body plate 100 of said structure external support is the tack rectangular cross section, the seam of the upper plate 123 of the lower plate 124 of upper strata body of wall plate 100 and lower floor's body of wall plate 100 is all stayed horizontal construction joint, can set up rubber airtight 73 in the seam, cement mortar is sat slurry or filleting.

In order to guarantee the whole convenience of watering fixed joint 6 on-the-spot pouring concretes of steel bar concrete, the cross sectional shape of the left and right plate of whole peripheral panels 12 of watering fixed joint 6 neighboring walls plates 100 is that flat-headed whole can stay concrete pouring mouthful at its whole corresponding site that waters fixed joint 6 inside and outside two road clampings when watering fixed joint 6 constructions; Being that circular arc is formed in groove shaped and half body of wall is whole to the cross sectional shape of the left and right plate of whole peripheral panels 12 of watering fixed joint 6 neighboring walls plates 100 waters fixed joint 6, and the whole cross section that waters fixed joint 6 is interior square and interior circle, should stay concrete pouring mouth; At the various whole fixed joint 6 that waters of structure external support body of wall plate 100, its body of wall plate 100 should be stopped the supporting tenon and insert mouth; This partial cross-section of left and right plate that concrete pouring mouth and supporting tenon insert the peripheral panels 12 of oral area body of wall plate 100 is flat-headed.In the whole cross sectional dimensions that waters fixed joint 6 parts square and interior circle be: the square length of side subtracts 60 millimeters for the plate total thickness, and interior circular diameter is all that plate is thick to deduct 60 millimeters; When the left and right plate of the peripheral panels 12 of body of wall plate 100 was groove shaped and interior semicircular arc, it stretches out, and steel bar concrete pin head is thick respectively to be 30 millimeters.The whole method of watering fixed joint 6 pouring concretes of various steel bar concretes has two kinds: a kind of is common pouring method, and another kind of for adopting pressure injection type, concrete all can adopt fine-stone concrete to inject.Steel bar concrete is whole to be watered fixed joint 6 and must guarantee closely knit high-strength, in high wind and shake area doughtily, steel bar concrete is whole to be watered in the fixed joint 6 vertical main muscle 61 and takes strong arrangement of reinforcement setting, give full play to the effect of defeating a force with a tenderness, guaranteeing high wind and body of wall plate concrete can crack and fragmentation under the brisance effect doughtily, but body of wall does not break away from the structural body of building.

It no matter is in the structure and the external wall of structure external support, because outer wall body is watered fixed joint 6 and forms by whole by wall between windows body of wall plate 1 00-1 and windowsill wall body of wall plate 100-2, various permutation and combination by wall between windows body plate 100-1 and windowsill body of wall plate 100-2 change, can produce the variation of various facades, for example: when wall body of wall plate 100-1 is " 0 " between wall, promptly forms the level band shape of piecing together connection continuously and cut apart facade by windowsill wall body of wall plate 100-2; When bench-table wall body of wall plate 100-2 was " 0 ", wall body of wall plate 100-1 several piece assembly connection promptly formed the entity external wall elevation between wall; If the arrangement of reinforcement concrete Shell Plate of the outside of wall between windows body of wall plate 100-1 and windowsill wall body of wall plate 100-2 is formed concave, convex, the various variation in moulding of arc, carry out permutation and combination, the moulding facade of various variations can be combined as, thereby the aesthetic requirement that art of architectural modelling changes vertical face of outer wall of building can be satisfied.

Above-mentioned various body of wall plate 100, its arrangement of reinforcement concrete Shell Plate 11 is generally 30 millimeters thick, suitably thickeies at the body of wall plate Shell Plate concrete of cardinal wind face, but is no more than 50 millimeters.Peripheral panels 12 is generally 40 millimeters thick, and interior demarcation strip 14 thicknesss of slab are generally the 25-30 millimeter.Respectively establish the reinforcing rib 16 of 3 φ 6-3 φ 8 around the angle of cut of peripheral panels 12 and Shell Plate 11 and the opening of peripheral panels 12 in the concrete.The inner corner trim of peripheral panels 12 and Shell Plate 11 is established ribs 13 cut-off angle isosceles triangles as required, and waist length is got the 50-80 millimeter and got final product, and joins three 3 φ 6-3 φ 8 and is reinforcing rib 16; It is two-way that Shell Plate 11, peripheral panels 12, interior demarcation strip 14 distribution bars are generally got φ 2.5-φ [email protected] design process, should bear the needs of external force, by calculating the arrangement of reinforcement of determining thickness of slab and peripheral panels 12, inner corner trim ribs 13, interior demarcation strip 14 and Shell Plate 11 according to various buildings.As load bearing wall body of wall plate, upper plate 123 thick should the increasings of peripheral panels 12, its arrangement of reinforcement and thickness of slab are made lintel and are calculated, and the interior demarcation strip 14 of body of wall plate 100 is laterally pressed the 100 rigidity settings of body of wall plate based on vertically.

The body of wall plate can be divided into non-bearing wall body and bearing wall two big classes in actual installation.

(1) non-bearing wall body: check whole vertical main muscle 61 installing and fixing of watering fixed joint 6 at structure setting position, and check that structure and Liang Weixiang should bury steel part, body of wall plate 100 hoisted in position then, and guarantee verticality, after size in place is errorless, the left side of the peripheral panels 12 by body of wall plate 100, two ends, the right panel outside give the steel part 125 that buries in structure internal support building with corresponding post (wall) or beam face, at the bottom of the beam, give the steel part that buries weld do temporary fixed, in the building of structure external support with the pre-buried corresponding steel part 821 of steel bar concrete tenon 82 or with shaped steel tenon 81, reinforcing bar tenon 81 weld do temporary fixed.The steel part 125 that the left and right plate two ends, the outside and the middle part of the peripheral panels 12 of body of wall plate 100 are buried underground welds with the whole main muscle 61 that waters fixed joint 6 or stretches out anchor rib simultaneously.On this basis, row is installed corresponding whole template and the pouring concrete that waters fixed joint 6 again.The mortar of body of wall plate 100 bottoms and upper water flush joint and airtight 71,72,73 finish before all seat slurries are sewn on installation, and all filletings are finished after installation.

(2) bearing wall: the inside and outside bearing wall plate 100 of multistory building all is applicable to the inside and outside bearing wall that construction work ± 0.00 is above.In the construction that at first should finish the inside and outside collar tie beam of basis, ground spacing and ground concrete below ± 0.00, as adopt the patent No. be " integral precast is filled compound concrete building roof " patent of invention of 00112266.5 implement built on stilts flooring (identical) with the flooring construction time, condition is more convenient.At the folded thereafter steel bar concrete face that waters in following ground, the outside of the horizontal load bearing wall in the standard width of a room in an old-style house two limits or the steel bar concrete face on cast-in-place ground pre-embedded steel slab is set, the body of wall standard width of a room in an old-style house of setting according to field engineering is provided with by between pressing from both sides, the front and back of being located at horizontal load bearing wall are along side point and intermediate point within the walls, spacing≤6 meter.

On the face of pre-embedded steel slab, install and fix can align, detachable locating sleeve, pass through locating sleeve, insert vertical steel pipe, in the floor height position horizontal connection stay pipe is set by vertical steel pipe, and the various inclined tubes of usefulness are stablized in adding, form interim rock-steady structure body by steel pipe, as helping the stable temporary fixed body of upper vertical when wallboard is installed.

By the body of wall plate of setting, proofread and correct location and verticality by the steel pipe temporary structure, and body of wall plate 100 upper ends and temporary structure are fixed, the spacer bars 4-6 root of body of wall plate lower plate φ more than 16 decide in weldering, and the steel plate 126 that the upper face 123 of wallboard 100 is established welds out reinforcing bar or direct depressed place goes out reinforcing bar and top inner, external wall collar tie beam anchoring is got in touch simultaneously; The colligation of going ahead of the rest before wallboard 100 is installed is put in order and is watered vertical main muscle 61 and stirrups 61 (the vertical main muscle of fixed joint is by directly stretching out in the concrete basis, bottom) in the fixed joint 6.After body of wall plate 100 is in place, the left and right plate built-in fitting 125 and the vertical main muscle 61 of body of wall plate 100 welds or stretches out anchor rib, and whole template of watering fixed joint is installed, and certain altitude stays concrete pouring mouth, the template face takes in 10 millimeters than body of wall plate face, to mend facing or powder surface layer after an action of the bowels.The whole concrete that waters fixed joint 6 of all work ready back pouring, concrete strength is set by the different buildings of design consideration, different parts with main muscle.Treat whole water fixed joint 6 intensity and reach more than 70%, can shed the steel pipe temporary structure and the phase I floor of " integral precast is filled compound concrete building roof " patent is installed, back folded the water negative bending moment rib and the plate face reinforcing bar in stage of the Internal and external cycle beam steel of colligation flooring and this floor, make folded concrete and the collar tie beam concrete primary concreting template of finishing or installing cast-in-place floor structure successively of watering behind the flooring, the reinforcing bar of the cast-in-place flooring of colligation is built the flooring concrete.After treating that its concrete reaches 50-70%, the method that body of wall is installed by lower floor repeats, and carries out installation second layer body of wall, more than each layer by that analogy, until roofing.

(3) because the body of wall plate is to constitute the wall body by fixed joint, in the non-bearing wall body building, non-bearing wall body two parts of the non-bearing wall body of separation structure internal support and structure external support.

The non-bearing wall body of load-bearing divides exterior wall and interior main compartment wall in the structure, the vertical load of body of wall is born by built in beam and peripheral horizontal beam, wind carries with the seismic forces load and is watered fixed joint 6 and pass to built in beam and peripheral horizontal beam by whole by body of wall plate 100, passes to main structure body by beam.The non-bearing wall body of the outer load-bearing of structure, then body of wall plate 100 vertical loads, wind carry, the seismic forces load waters fixed joint 6 and pass to pre-buried steel bar concrete tenon 82 or steel tenon 81 by steel bar concrete is whole, pass to structure and peripheral horizontal beam by tenon 81,82 again, finally pass to main structure body.For this reason, steel bar concrete is whole to water fixed joint 6, and generally speaking, its concrete sectional dimension is that wide 120-250 millimeter multiply by body of wall plate total thickness and deducts 30 millimeters, steel bar concrete is whole to water that main muscle 61 are in the fixed joint 6: when the left and right sides plate of peripheral panels 12 is the tack rectangle, establish 4 φ, 12～4 φ 16; During for groove shaped, put in order and water fixed joint 6, join 4 φ, 12～4 φ 16 for interior square; Be in half during circular arc, wholely water fixed joint 6 and be interior garden shape, join 6 φ, 10～6 φ 12; The more than whole stirrup 61 that waters in the fixed joint 6 is φ 6@200, and the concrete label is C ₂₀～C ₃₀All because of wind-force, seismic forces are bigger, or whole sectional dimension, arrangement of reinforcement and the concrete label that waters fixed joint should be determined by design separately in the building that difference requires.

(4) in the combination construction of bearing wall, the body of wall plate not only waters fixed joint 6 composition bodies of wall by steel bar concrete is whole, and body of wall plate 100 is put in order with steel bar concrete and watered the fixed joint 6 common agent structures of forming load-bearing; One of main body that steel bar concrete is put in order and watered fixed joint 6 is the load-bearing vertical load also is the agent structure of transmitting wind-force, seismic forces, and impels the monolithic architecture collaborative work.

In the combination construction of bearing wall, the left and right plate of the peripheral panels 12 of body of wall plate 100 is the tack rectangle, and steel bar concrete is put in order and watered fixed joint 6 is square or rectangular, and transversal face width generally is not less than 200 millimeters, and other direction deducts 20 millimeters with the body of wall plate is thick; Vertical main muscle 61 generally is not less than 4 φ 14, and stirrup is φ 6@200, and the concrete label is C ₂₀～C ₃₀All wind-force is with seismic forces is big or in the building of different requirements, cross sectional dimensions, arrangement of reinforcement and concrete label all should calculate definite separately.

In the combination construction of bearing wall, steel bar concrete is put in order and is watered fixed joint 6 necessary upper and lower perforations, and the muscle 61 of being advocated guarantees upper and lower continuous.

Claims (32)

1, a kind of construction wall plate comprises the lightweight solid filler (2) with function of heat insulation; It is characterized in that: also have arrangement of reinforcement concrete housing (1) and knot surface layer (3); Arrangement of reinforcement concrete housing (1) has arrangement of reinforcement concrete Shell Plate (11) and is connected as a single entity with arrangement of reinforcement concrete Shell Plate (11) and perpendicular to the arrangement of reinforcement concrete peripheral panels (12) of arrangement of reinforcement concrete Shell Plate (11); Filler (2) is filled in the chamber of arrangement of reinforcement concrete housing (1); Knot surface layer (3) is arranged on the openend of arrangement of reinforcement concrete housing (1); Arrangement of reinforcement concrete peripheral panels (12) comprises left plate (121), right panel (122), upper plate (123) and lower plate (124); The outside of left side plate (121) and right panel (122) is embedded with and is connected steel part (125); Concrete in the arrangement of reinforcement concrete housing (1) is concrete or foaming concrete.

2, construction wall plate according to claim 1 is characterized in that: the left plate (121) of arrangement of reinforcement concrete peripheral panels (12) and the cross sectional shape of right panel (122) are tack rectangle, groove shaped or interior semicircular arc; When the cross sectional shape of left plate (121) and right panel (122) is the tack rectangle, the connection steel part of burying underground on the left side plate (121) (125) is arranged on the both sides, front and back on the left surface, and the connection steel part of burying underground on the right panel (122) (125) is arranged on the both sides, front and back on the right flank; When the cross sectional shape of left plate (121) and right panel (122) was groove shaped or interior semicircular arc, that buries underground on left plate (121) and the right panel (122) was connected the outside that steel part (125) is arranged on front and back concrete pin head separately; The cross sectional shape of upper plate (123) and lower plate (124) is the tack rectangle; The arrangement of reinforcement concrete Shell Plate (11) and the arrangement of reinforcement concrete peripheral panels (12) of arrangement of reinforcement concrete housing (1) are all joined fine steel rib grid (15); All establish reinforcing rib (16) in the concrete around the angle of cut of arrangement of reinforcement concrete Shell Plate (11) and arrangement of reinforcement concrete peripheral panels (12), arrangement of reinforcement concrete peripheral panels (12) openend; The pre-buried steel part (125) that is connected in each plate outside of left side plate (121) and right panel (122) is located at upper and lower side, perhaps is located at upper and lower side and middle part.

3, construction wall plate according to claim 2, it is characterized in that: the arrangement of reinforcement concrete Shell Plate (11) of arrangement of reinforcement concrete housing (1) and the inner corner trim junction of arrangement of reinforcement concrete peripheral panels (12) are provided with inner corner trim arrangement of reinforcement concrete ribs (13), and the angle of cut reinforcing rib (16) of arrangement of reinforcement concrete Shell Plate (11) and arrangement of reinforcement concrete peripheral panels (12) is located in the ribs (13).

4, construction wall plate according to claim 2, it is characterized in that: arrangement of reinforcement concrete housing (1) is provided with perpendicular to demarcation strip (14) in the unidirectional or two-way arrangement of reinforcement concrete of arrangement of reinforcement concrete Shell Plate (11), and demarcation strip (14) is combined into integral body with arrangement of reinforcement concrete Shell Plate (11), arrangement of reinforcement concrete peripheral panels (12) in the arrangement of reinforcement concrete; Demarcation strip (14) is joined fine steel rib grid (15) in the arrangement of reinforcement concrete; Filler (2) is filled in the interior formed cavity of demarcation strip (14) of arrangement of reinforcement concrete Shell Plate (11), arrangement of reinforcement concrete peripheral panels (12) and arrangement of reinforcement concrete.

5, construction wall plate according to claim 1 is characterized in that: filler (2) is direct filler or pretested packing, pulverizes the back by the harmless industrial and agricultural waste of lightweight and forms with the cementitious matter gluing; The harmless industrial and agricultural waste of lightweight in the filler (2) is waste foam plastics, wood chip, waste rock wool, useless fiber, crop stalk, cereal shell, useless bamboo reinforcement, bamboo bits or their mixture; Cementitious matter in the filler (2) is that mixture, flyash that lime, cement, lime add small amount of cement add lime and adds the mixture of gypsum or nontoxic chemical glue ramming material.

6, construction wall plate according to claim 1, it is characterized in that: between arrangement of reinforcement concrete Shell Plate (11) inner face of arrangement of reinforcement concrete housing (1) and filler (2) reflecting layer (4) is set, reflecting layer (4) are bonding or are anchored in aluminium foil or the plastic sheeting on arrangement of reinforcement concrete Shell Plate (11) inner face or are applied in whiting on arrangement of reinforcement concrete Shell Plate (11) inner face.

7, construction wall plate according to claim 6, it is characterized in that: filler (2) is direct filler, this construction wall plate also has many hair tooth iron wires (41), and hair tooth iron wire (41) passes reflecting layer (4) and filler (2) and anchors within the arrangement of reinforcement concrete Shell Plate (11).

8, construction wall plate according to claim 1 is characterized in that: be provided with the exterior trim surface layer on the outer face of the arrangement of reinforcement concrete Shell Plate (11) of arrangement of reinforcement concrete housing (1).

9, according to the described construction wall plate of one of claim 1 to 8, it is characterized in that: the knot surface layer (3) be cement mortar solidification thing or foam cement mortar solidfied material, and the knot surface layer (3) the outer face and the opening surface of arrangement of reinforcement concrete housing (1) be in substantially in the same plane.

10, according to the described construction wall plate of one of claim 1 to 8, it is characterized in that: knot surface layer (3) is the cement mortar solidfied material, or foam cement mortar solidfied material, or add the solidfied material of the cement mortar of chemical fibre, or add the solidfied material of the foam cement mortar of chemical fibre, or add the cement bonded sand or the foam cement sand of gauze wire cloth or chemical fibre net, and the muscle of reserving of gauze wire cloth or chemical fibre net and arrangement of reinforcement concrete housing (1) openend plate body is fixed, or arrangement of reinforcement fine-stone concrete or arrangement of reinforcement foaming fine-stone concrete, and inside is provided with the fine steel rib net that muscle is connected of reserving with arrangement of reinforcement concrete housing (1) openend plate body; The outer face of knot surface layer (3) is positioned at outside the opening surface of arrangement of reinforcement concrete housing (1).

11, a kind of construction wall is characterized in that: have the whole fixed joint (6) that waters of body of wall plate (100) and steel bar concrete; Put in order the major part of watering fixed joint (6) binding and forming in-line, corner, three-dimensional or four-way body of wall or body of wall by body of wall plate (100) and steel bar concrete; The whole fixed joint (6) that waters of steel bar concrete is by whole vertical main muscle and stirrup (61) and concrete (62) formation that is consolidated of watering; The lightweight solid filler (2) that body of wall plate (100) has arrangement of reinforcement concrete housing (1), knot surface layer (3) and has function of heat insulation; Arrangement of reinforcement concrete housing (1) has arrangement of reinforcement concrete Shell Plate (11) and is connected as a single entity with arrangement of reinforcement concrete Shell Plate (11) and perpendicular to the arrangement of reinforcement concrete peripheral panels (12) of arrangement of reinforcement concrete Shell Plate (11); Filler (2) is filled in the chamber of arrangement of reinforcement concrete housing (1); Knot surface layer (3) is arranged on the openend of arrangement of reinforcement concrete housing (1); Arrangement of reinforcement concrete peripheral panels (12) comprises left plate (121), right panel (122), upper plate (123) and lower plate (124); Left side plate (121) and the pre-buried steel part (125) that is connected in right panel (122) outside; The cross sectional shape of left side plate (121) and right panel (122) is tack rectangle, groove shaped or semicircular arc, and the cross sectional shape of upper plate (123) and lower plate (124) is the tack rectangle; When the cross sectional shape of left plate (121) and right panel (122) is the tack rectangle, the connection steel part of burying underground on the left side plate (121) (125) is arranged on the both sides, front and back on the left surface, and the connection steel part of burying underground on the right panel (122) (125) is arranged on the both sides, front and back on the right flank; When the cross sectional shape of left plate (121) and right panel (122) was groove shaped or semicircular arc, that buries underground on left plate (121) and the right panel (122) was connected the outside that steel part (125) is arranged on front and back concrete pin head separately; The pre-buried steel part (125) that is connected in each plate outside of left side plate (121) and right panel (122) is located at upper and lower side, perhaps is located at upper and lower side and middle part.

12, construction wall according to claim 11 is characterized in that: the arrangement of reinforcement concrete Shell Plate (11) and the arrangement of reinforcement concrete peripheral panels (12) of arrangement of reinforcement concrete housing (1) are all joined fine steel rib grid (15) in the body of wall plate (100); All establish reinforcing rib (16) in the concrete around the angle of cut of arrangement of reinforcement concrete Shell Plate (11) and arrangement of reinforcement concrete peripheral panels (12), arrangement of reinforcement concrete peripheral panels (12) openend.

13, construction wall according to claim 12, it is characterized in that: the arrangement of reinforcement concrete Shell Plate (11) of arrangement of reinforcement concrete housing (1) and the inner corner trim junction of arrangement of reinforcement concrete peripheral panels (12) are provided with inner corner trim arrangement of reinforcement concrete ribs (13) in the body of wall plate (100), and the angle of cut reinforcing rib (16) of arrangement of reinforcement concrete Shell Plate (11) and arrangement of reinforcement concrete peripheral panels (12) is located in the ribs (13).

14, construction wall according to claim 12, it is characterized in that: the arrangement of reinforcement concrete housing (1) of body of wall plate (100) is provided with perpendicular to demarcation strip (14) in the unidirectional or two-way arrangement of reinforcement concrete of arrangement of reinforcement concrete Shell Plate (11), and demarcation strip (14) is combined into integral body with arrangement of reinforcement concrete Shell Plate (11), arrangement of reinforcement concrete peripheral panels (12) in the arrangement of reinforcement concrete; Demarcation strip (14) is joined fine steel rib grid (15) in the arrangement of reinforcement concrete; Filler (2) is arranged in the corresponding cavity of the interior demarcation strip (14) of arrangement of reinforcement concrete and arrangement of reinforcement concrete Shell Plate (11) and arrangement of reinforcement concrete peripheral panels (12) formation.

15, construction wall according to claim 11 is characterized in that: filler (2) is direct filler or pretested packing in the body of wall plate (100), pulverizes the back by the harmless industrial and agricultural waste of lightweight and forms with the cementitious matter gluing; The harmless industrial and agricultural waste of lightweight in the filler (2) is waste foam plastics, waste rock wool, wood chip, useless fiber, crop stalk, cereal shell, useless bamboo reinforcement, bamboo bits or their mixture; Cementitious matter in the filler (2) is that mixture, flyash that lime, cement, lime add small amount of cement add lime and adds the mixture of gypsum or nontoxic chemical glue ramming material.

16, construction wall according to claim 11, it is characterized in that: between arrangement of reinforcement concrete Shell Plate (11) inner face of arrangement of reinforcement concrete housing (1) and filler (2) reflecting layer (4) is set in the body of wall plate (100), reflecting layer (4) are bonding or are anchored in aluminium foil or the plastic sheeting on arrangement of reinforcement concrete Shell Plate (11) inner face or are applied in whiting on arrangement of reinforcement concrete Shell Plate (11) inner face.

17, construction wall according to claim 16, it is characterized in that: filler (2) is direct filler in the body of wall plate (100), body of wall plate (100) also has many hair tooth iron wires (41), and hair tooth iron wire (41) passes reflecting layer (4) and filler (2) and anchors within the arrangement of reinforcement concrete Shell Plate (11).

18, construction wall according to claim 11 is characterized in that: be provided with the exterior trim surface layer on the outer face of the arrangement of reinforcement concrete Shell Plate (11) of body of wall plate (100) arrangement of reinforcement concrete housing (1).

19, construction wall according to claim 11, it is characterized in that: the knot surface layer (3) of body of wall plate (100) is cement mortar solidification thing or foam cement mortar solidfied material, and the knot surface layer (3) the outer face and the opening surface of arrangement of reinforcement concrete housing (1) be in substantially in the same plane.

20, construction wall according to claim 11, it is characterized in that: the knot surface layer (3) of body of wall plate (100) is the cement mortar solidfied material, or foam cement mortar solidfied material, or add the solidfied material of the cement mortar of chemical fibre, or add the solidfied material of the foam cement mortar of chemical fibre, or add the cement bonded sand or the foam cement sand of gauze wire cloth or chemical fibre net, and the muscle of reserving of gauze wire cloth or chemical fibre net and arrangement of reinforcement concrete housing (1) openend plate body is fixed, or arrangement of reinforcement fine-stone concrete or arrangement of reinforcement foaming fine-stone concrete, and inside is provided with the fine steel rib net that muscle is connected of reserving with arrangement of reinforcement concrete housing (1) openend plate body; The outer face of knot surface layer (3) is positioned at outside the opening surface of arrangement of reinforcement concrete housing (1).

21, construction wall according to claim 11 is characterized in that: whole water its vertical main reinforcement (61) of fixed joint (6) and concrete (62) is fixed with each layer main body structure, make each interlayer body of wall of building water fixed joint (6) and building structure forms integral body by whole; This construction wall is cut apart setting by construction level, is used for multilayer or highrise building.

22, construction wall according to claim 11 is characterized in that: body of wall plate (100) is formed the in-line body of wall by the whole fixed joint (6) that waters; When the left plate (121) of (12) of adjacent two blocks of body of wall plates (100) peripheral panels and right panel (122) shape of cross section are rectangle, the then corresponding whole shape of cross section that waters fixed joint (6) is a rectangle, and the left plate (121) of a body of wall plate (100) peripheral panels (12) or right panel (122) and the whole pre-buried connection steel part (125) of the right panel (122) or left plate (121) outside that waters body of wall plate (100) peripheral panels (12) of fixed joint (6) opposite side weld or be anchored in whole watering in the concrete (62) of fixed joint (6) with the whole vertical main muscle (61) that waters in the fixed joint (6); When the left plate (121) of adjacent two blocks of body of wall plates (100) peripheral panels (12) or right panel (122) shape of cross section are groove shaped or interior circular arc, then corresponding whole basic configuration of watering the cross section of fixed joint (6) is square or circular, steel part (125) directly weld or connect steel parts (125) welding by steel part with each corresponding two to be positioned at left plate (121) concrete pin head pre-buried being connected in left side of the pre-buried connection steel part (125) in right panel (122) the concrete pin head right side of body of wall plate (100) peripheral panels (12) in left side and body of wall plate (100) peripheral panels (12) that is positioned at the left side, stay the seam part by after water put in order water fixed joint (6) concrete (62) together filling water and expire.

23, construction wall according to claim 11 is characterized in that: body of wall plate (100) is by whole fixed joint composition corner body of wall, three-dimensional body of wall or the four-way body of wall of watering; When the cross section of the left plate (121) of adjacent two, three or four blocks of body of wall plates (100) peripheral panels (12) or right panel (122) be shaped as rectangle the time, the then corresponding whole shape of cross section that waters fixed joint (6) is square, and the pre-buried connection steel part (125) of the left plate (121) of neighboring walls plate (100) peripheral panels (12) or right panel (122) outside directly welds or/and weld or be anchored in whole watering in the concrete (62) of fixed joint (6) with the whole interior vertical main muscle (61) of fixed joint (6) that waters; When the left plate (121) of adjacent two, three or four blocks of body of wall plates (100) peripheral panels (12) and right panel (122) cross section be shaped as groove shaped or interior circular arc the time, the then corresponding whole shape of cross section that waters fixed joint (6) is square groove shaped or interior circular arc with two limits, three limits or four limits; The pre-buried connection steel part (125) of the left plate (121) of neighboring walls plate (100) peripheral panels (12) or right panel (122) the concrete pin head outside directly welds mutually or/and weld or be anchored in whole watering in the concrete (62) of fixed joint (6) with the whole vertical main muscle (61) that waters in the fixed joint (6), the whole vertical main muscle (61) that waters fixed joint (6) is positioned at whole projected square part of watering fixed joint (6), whole water fixed joint (6) and also be provided with the structure muscle, be positioned at whole groove shaped or circular arc shaped portion of watering fixed joint (6).

24, according to the described construction wall of one of claim 11 to 22, it is characterized in that: body of wall plate (100) and whole water fixed joint (6) and be combined as the body of wall that joins with window opening or door opening, the left plate (121) of body of wall plate (100) peripheral panels (12) and right panel (122) outside are pre-buried is connected steel part (125) and welds or be anchored in to put in order with the whole vertical main muscle (61) that waters fixed joint (6) and water in the concrete (62) of fixed joint (6); When the cross sectional shape of the left plate (121) of body of wall plate (100) peripheral panels (12) and right panel (122) was the tack rectangle, whole to water fixed joint (6) cross sectional shape be rectangle; When the cross sectional shape of the left plate (121) of body of wall plate (100) peripheral panels (12) and right panel (122) is groove shaped or interior circular arc, whole fixed joint (6) cross sectional shape that waters is a circular arc in rectangular band groove shaped or the rectangular band, and vertical main muscle (61) wherein runs through the whole whole fixed joint (6) that waters.

25, according to the described construction wall of one of claim 11 to 22, it is characterized in that: body of wall plate (100) is the outer wall body plate, and body of wall plate (100) is divided into wall between windows body plate (100-1) and windowsill body of wall plate (100-2); Windowsill body of wall plate (100-2) is the following body of wall plate of windowsill (100-21) or is divided into the following body of wall plate of windowsill (100-21) and/or window opening, window hole, door opening top body of wall plate (100-22).

26, according to the described construction wall of one of claim 11 to 22, it is characterized in that: body of wall plate (100) is on non-bearing wall body plate and the built in beam that is arranged at major structure of construction or in the structural system on the peripheral horizontal beam, at this moment, the upper plate (123) of its peripheral panels of body of wall plate (100) (12) joins with at the bottom of the upper water flat-topped ridge, constitute horizontal construction joint, can set up airtight of rubber (71), the cement mortar filleting in the seam; Lower plate (124) is joined with lower layer of water flat-topped ridge face, constitutes horizontal construction joint, can set up airtight of rubber (72) in the seam, and cement mortar is sat slurry or filleting; At the bottom of the beam of above-mentioned upper strata, the relevant position of lower floor's beam face is equipped with the pre-buried steel part that is used for temporary fixed body of wall plate (100).

27, according to the described construction wall of one of claim 11 to 22, it is characterized in that: body of wall plate (100) is for nonweight-bearing outer wall body plate and be arranged at major structure of construction and the outside of peripheral horizontal beam, at this moment, the upper plate (123) of the lower plate (124) of its peripheral panels of upper strata body of wall plate (100) (12) and the peripheral panels (12) of lower floor's body of wall plate (100) directly joins, constitute horizontal construction joint, can set up airtight of rubber (73), cement mortar is sat slurry or filleting; A left side, whole between the right panel (122) of the peripheral panels (12) of right body of wall plate (100) and the left plate (121) watered the steel tenon (81) that fixed joint (6) is made up of every layer of peripheral structure body or the peripheral horizontal beam pre-buried shaped steel in the outside or reinforcing bar and supports, the pre-buried steel part (125) that is connected of the left plate (121) of steel tenon (81) and body of wall plate (100) peripheral panels (12) or two ends, right panel (122) outside directly welds as temporary fixed, steel tenon (81) welds with the whole vertical main muscle (61) that waters in the fixed joint (6), and whole watering whole water in the concrete of fixed joint (6), and vertical main muscle (61) passes the steel tenon and makes the whole vertical main muscle (61) that waters fixed joint (6) of levels continuous; Or take the prefabricated steel bar concrete tenon (82) that is embedded in the every layer of reinforced concrete structure body or the peripheral horizontal beam outside to support, upper and lower and all pre-buried steel parts in both sides (821) of steel bar concrete tenon (82), to do the body of wall plate temporary fixed with pre-buried steel part (125) welding in the left plate (121) of steel bar concrete body of wall plate (100) or upper and lower two end plates of right panel (122) outside, the upper and lower steel part (822) of burying underground of steel bar concrete tenon (82) is fixed or anchoring with whole vertical main muscle (61) welding of watering in the fixed joint (6), and the steel bar concrete tenon is whole to be watered in the concrete (62) of fixed joint (6); Guarantee that the whole vertical main muscle of fixed joint (6) (61) and the concrete (62) thereof of watering is integral body by steel tenon or steel bar concrete tenon and agent structure are fixed.

28, according to the described construction wall of one of claim 11 to 22, it is characterized in that: body of wall plate (100) waters fixed joint (6) and is combined as load bearing wall for the bearing wall plate and by steel bar concrete is whole, at this moment, before and after the following two ends of the lower plate (124) of its peripheral panels of upper strata body of wall plate (100) (12) or following two ends and the intermediate section both sides pre-buried fix with locate be connected steel part (126), the steel part that is located by connecting (126) adopts pre-embedded steel slab to weld out reinforcing bar or the direct depressed place of reinforcing bar to go out with the pre-buried steel plate in lower floor collar tie beam face relevant position to weld; Top two ends of the upper plate (123) of the peripheral panels (12) of lower floor's body of wall plate (100) or top two ends and the pre-buried steel part (126) that is connected in intermediate section both sides, front and back, this connection steel part (126) adopts pre-embedded steel slab to weld out reinforcing bar or the direct depressed place of reinforcing bar goes out, and its reinforcing bar anchors in the top reinforcement concrete collar tie beam; The left plate (121) of body of wall plate (100) and the cross sectional shape of right panel (122) are the tack rectangle, and the whole cross sectional shape that waters fixed joint (6) between the left plate (121) of body of wall plate (100) peripheral panels (12) and the right panel (122) of neighboring walls plate (100) is a rectangle; Whole whole fixed joint (6) up/down perforation that waters that waters fixed joint (6) and upper and lower layer, main muscle wherein guarantees continuously at upper and lower layer; Body of wall plate (100) is with whole when watering fixed joint (6) and forming corner body of wall, three-dimensional body of wall and four-way body of wall, and it is whole, and to water fixed joint (6) cross sectional shape be rectangle, and the length of side equates with the body of wall panel thickness; The left plate (121) of body of wall plate (100) or right panel (122) the plate pre-buried steel part in the outside (125) weld or anchoring with the whole main muscle (61) that waters in the fixed joint (6), and whole watering is cemented in the concrete (62).

29, according to the described construction wall of one of claim 11 to 22, it is characterized in that: body of wall plate (100) is an external wall body of wall plate, and is divided into wall between windows body of wall plate (100-1) and windowsill wall body of wall plate (100-2); In load-carrying members, as the wall between windows body of wall plate (100-1) of exterior wall height by aspect at the bottom of the collar tie beam; Windowsill wall body of wall plate (100-2) is the window opening end opening to the windowsill body of wall plate (100-21) of aspect and/or window opening is suitable for reading, the window hole is suitable for reading, the door opening top body of wall plate (100-22) at the bottom of collar tie beam suitable for reading; In non bearing structure, by the outer wall body plate (100) that peripheral horizontal beam directly supports, the height of its wall between windows body of wall plate (100-1) by the perimeter beams face at the bottom of the peripheral horizontal beam in upper strata; Windowsill body of wall plate (100-2) is a window with down to the windowsill body of wall plate (100-21) more than the peripheral horizontal beam face and/or window is suitable for reading, the window hole is suitable for reading, the door opening top body of wall plate (100-22) at the bottom of peripheral horizontal beam suitable for reading; Steel tenon (81) and steel bar concrete tenon (82) by the structure or the peripheral horizontal beam outside in non bearing structure pass through whole outer wall body plate (100) around fixed joint (6) supporting, the height of its wall between windows body plate (100-1) is by supporting tenon (81,82) tenon face is to upper strata tenon (81,82) tenon face, the height of windowsill body of wall plate (100-2) are window or window hole with down to lower floor's window or more than the window hole.

30, according to the described construction wall of one of claim 11 to 22, it is characterized in that: this construction wall also has interior wall door opening body of wall plate (200); Body of wall plate (100) is an inner wall of building body of wall plate (100-3), and interior wall body of wall plate (100-3) and interior wall body of wall plate (100-3) or interior wall body of wall plate (100-3) and interior wall door opening body of wall plate (200) water fixed joint (6) and consist of interior wall by whole; Interior wall door opening body of wall plate (200) has left plate (121), right panel (122), upper plate (123) and door opening upper board (120); The cross sectional shape of left side plate (121), right panel (122), upper plate (123), door opening upper board (120) is the tack rectangle; Two limits are embedded with and are connected steel part (125) before and after the upper and lower end in the left side plate (121) and right panel (122) outside and the mid portion; More than the door opening upper plate (120), form arrangement of reinforcement concrete housing (1) by left plate (121), right panel (122), upper plate (123) with door opening upper board (120) and concrete Shell Plate (11), establish packed layer (2) in the chamber of concrete housing (1), arrangement of reinforcement concrete shell nozzle face is established knot surface layer (3), the left plate (121) of door opening body of wall plate (200) and right panel (122), the long limit of its tack square-section are of a size of the gross thickness that door opening body of wall plate (200) contains the body of wall plate of knot surface layer (3); Steel part (125) welds with the whole main muscle (61) that waters in the fixed joint (6) the left plate (121) of interior wall body of wall plate (100-3) and/or door opening body of wall plate (200) or also whole the watering of anchoring is cemented in the concrete (62) with pre-buried being connected in right panel (122) the plate outside; When interior wall body of wall plate (100-3) and door opening body of wall plate (200) were formed the load bearing construction interior wall, the body of wall plate height of interior wall body of wall plate (100-3) and interior wall door opening body of wall plate (200) was built at the bottom of the collar tie beam of flooring to the upper strata by building level surface; When interior wall body of wall plate (100-3) and body of wall plate (200) are formed the non-bearing inner wall of building, the body of wall plate height of interior wall body of wall plate (100-3) and interior wall door opening body of wall plate (200) by aspect at the bottom of the upper floor face beam.

31, according to the described construction wall of one of claim 11 to 22, it is characterized in that: body of wall plate (100) is combined as construction wall by the whole fixed joint (6) that waters with concrete post or concrete wall, and the pre-buried connection steel part (125) in the left plate (121) of body of wall plate (100) peripheral panels (12) or right panel (122) outside welds or be anchored in whole watering in the concrete (62) of fixed joint (6) with corresponding concrete post or the corresponding pre-buried steel part that is connected of concrete wall with the whole vertical main muscle (61) that waters fixed joint (6); When the cross sectional shape of the left plate (121) of body of wall plate (100) peripheral panels (12) and right panel (122) was the tack rectangle, it was rectangle that whole between body of wall plate (100) and concrete post or the concrete wall watered fixed joint (6) cross sectional shape; When the cross sectional shape of the left plate (121) of body of wall plate (100) peripheral panels (12) and right panel (122) is groove shaped or interior circular arc, the whole cross sectional shape that waters fixed joint (6) between the left plate (121) of body of wall plate (100) peripheral panels (12) or right panel (122) and concrete post or the concrete wall is a circular arc in rectangular band groove shaped or the rectangular band, the square-section part is established the whole vertical main muscle (61) that waters fixed joint (6), and groove shaped or interior circular arc shaped portion are joined vertical structure muscle.

32, a kind of construction wall is characterized in that: have body of wall plate (100); Be combined as the major part of body of wall or body of wall by body of wall plate (100) and concrete post or concrete wall, body of wall plate (100) and body of wall plate (100); The lightweight solid filler (2) that body of wall plate (100) has arrangement of reinforcement concrete housing (1), knot surface layer (3) and has function of heat insulation; Arrangement of reinforcement concrete housing (1) has arrangement of reinforcement concrete Shell Plate (11) and is connected as a single entity with arrangement of reinforcement concrete Shell Plate (11) and perpendicular to the arrangement of reinforcement concrete peripheral panels (12) of arrangement of reinforcement concrete Shell Plate (11); Filler (2) is filled in the chamber of arrangement of reinforcement concrete housing (1); Knot surface layer (3) is arranged on the openend of arrangement of reinforcement concrete housing (1); Arrangement of reinforcement concrete peripheral panels (12) comprises left plate (121), right panel (122), upper plate (123) and lower plate (124); Left side plate (121) and the pre-buried steel part (125) that is connected in right panel (122) outside; The cross sectional shape of left side plate (121) and right panel (122) is tack rectangle, groove shaped or semicircular arc, and the cross sectional shape of upper plate (123) and lower plate (124) is the tack rectangle; Concrete post or concrete wall and the lateral location that body of wall plate (100) joins establish pre-buried connection steel part and with the left plate (121) of body of wall plate (100) peripheral panels (12) or right panel (122) outside pre-buried to be connected steel part (125) corresponding; When the cross sectional shape of the left plate (121) of body of wall plate (100) peripheral panels (12) and right panel (122) was the tack rectangle, the pre-buried steel part that is connected of the pre-buried connection steel part (125) in its left plate (121) or right panel (122) outside and concrete post or concrete wall correspondence position welded; Stay vertical constuction joint between the left plate (121) of concrete post or concrete wall and body of wall plate (100) peripheral panels (12) or the right panel (122), can set up airtight of rubber, cement bonded sand filleting in the seam; When the cross sectional shape of the left plate (121) of body of wall plate (100) peripheral panels (12) and right panel (122) was groove shaped or interior circular arc, the pre-buried steel part that is connected of the pre-buried connection steel part (125) in the steel bar concrete pin head of its left plate (121) or right panel (122) outside and concrete post or concrete wall correspondence position welded; Groove shaped that leaves between body of wall plate (100) and concrete post or the concrete wall or interior circular arc and seam by after water plain concrete filling and water full; When the cross sectional shape of the left plate (121) of body of wall plate (100) peripheral panels (12) and right panel (122) is the tack rectangle, the right panel (122) of the left plate (121) of body of wall plate (100) or right panel (122) and neighboring walls plate (100) or left plate (121) outside are given the steel part (125) that buries and are directly welded, the neighboring walls plate stays vertical constuction joint between (100), can set up airtight of rubber, the cement bonded sand filleting in the seam; When the cross sectional shape of the left plate (121) of body of wall plate (100) peripheral panels (12) and right panel (122) is groove shaped or interior circular arc, the right panel (122) of the left plate (121) of body of wall plate (100) or right panel (122) and neighboring walls plate (100) peripheral panels (12) or left plate (121) the concrete pin head outside are given the steel part (125) that buries and are directly welded, groove shaped between the neighboring walls plate (100) or interior circular arc cavity and seam by after water plain concrete filling and water full.

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