CN1664264A - Frame embedding brick, frame embedding body building and method for constructing the frame embedding body building - Google Patents

Abstract

The invention relates to a casing inlay that the brick, assistant tendon burying slot, side protruding table and protruding table slot form the basic section. The large surface protruding table, main tendon burying slot, anchor fixed pulling tendon and brick material form the adjusting section. The basic section and the adjusting section combine together and form the casing inlay.

Description

The construction method of frame embedding body frame inlay building frame inlay building

The present invention relates to a kind of building unit, particularly frame embedding body.It is applicable to constructs various masonries, lays ground, dike face.

Frame embedding body is to build material at tradition---the inconvenience of loam brick brick bodily form body combines with other block material and traditional masonry technology can not rationally utilize the function speciality of building material, cause the masonry of traditional architecture: 1. the big face with brick serves as to link contact surface, the masonry height is by minimal face (thickness) decision of brick, it is many to expend raw material, but comprehensive utilization degree is low; 2. rely on and press raft, overlap joint and body of wall width to keep wall stability, with with ' hold down ' continuously accumulation increase the masonry volume, from top to bottom transmit deadweight and stressed formation characteristics, wide (thick) degree of wall, masonry is determined in restriction flexibly, obstruction multistory building layering respectively is provided with room layout as required, and causes building the invalid accumulation of material; 3. relying on brick and brick to laminate overlap joint and mortar padding mutually bonds and builds masonry by laying bricks or stones, the brick and the adhesive mortar of crisp rigid material are used to press raft, overlap joint advancing side, run counter to the function that the brick voltage endurance capability is good at, and can not change brick still is that independently individuality, block material can not effectively fuse and tie the situation of drawing poor ability in the masonry, the masonry easy fracture, the secondary big, that difficulty is remedied in cleaning that often causes damage after caving in connects trivial destruction; 4. energy-conservation warming weak effect; 5. can only be with the situation of the mode constructing concrete member pattern of the loose tool of laying bricks; A kind of novel block material that improves, invents.

Purpose of the present invention: be must be according to basal plane in ' holding down ' mode for breaking building construction, use overlap joint, the method structure of pressing raft to build material is built a wall, masonry, must make in addition with concrete component,, the traditional method of system is moulded in form removal, provide a kind of without puzzle joint between the glued brick of mortar, can bring into play the function speciality of building materials, minimal face edge surface with brick serves as to connect bonding surface, rely on the muscle ditch that buries on big of the brick to tie with the mutual embedding of masonry framework, rectify and plug with molten metal, fill up, support, from top to bottom or from bottom to top or with any position be starting point embedding structure build be not subjected to the basis or hold the influence of biography up and down, size is by building big decision of material, occupy little space, the frame construction frame inlay body of wall that anti-fracture energy is strong, lay ground, the dike face is constructed not the frame embedding body of frame inlay beam column board concrete member that must form removal; Build up with combo box inlay wall column beam slab all building key elements, the quadratic loss that causes after heavy and light, energy-conservation, damage is little, is easy to clear up the frame embedding structural building building remedied and the construction method of frame inlay building.

The solution of frame embedding body is: separate traditional wall; the masonry outside is risen and is filled; support; go along with sb. to guard him effect; extruded part and beam on the function; topping part beyond the concrete component master muscle such as post; cutting out partial with separate the back wall; the inner surplus surplus part of masonry; practical structures according to the wall column beam; purposes; force-bearing situation and muscle or knot draw the distribution of material; configuring condition; it is consistent relatively to make the specification size; there is the boss chase on the surface; inside has anchor to plug with molten metal the knot lacing wire; strengthen link bar; the lacing wire of capillary knot; brick body thickness=2～6 centimetre; or=concrete component master tendon protective layer thickness-Zhi retaining boss height, the length and width size is between 20～60 centimetres; or the ratio of body length and width thickness equals 1: 1/2～1: 1/5～1/30 flat Filled Rectangle frame embedding body.Lay a specific skin depth frame inlay of ground dike face or brick work concrete filling body cavity or mould the thickness of the special-purpose frame embedding body of system, determine according to actual needs with plastics.The frame embedding body boss comprises side boss and big face boss for protruding the bossing of frame embedding body surface; Chase comprises that main muscle buries the muscle ditch, assists the side boss ditch that muscle buries the muscle ditch and is connected with the side boss.Main and auxiliary muscle buries the muscle ditch, and to bury the muscle ditch with similar muscle non-intersect, and similar muscle buries the muscle ditch and only holds that to concentrate the similar in the same way muscle that is arranged in juxtaposition be principle, is provided with separately by separately trend respectively or be arranged in parallel or corresponding intersecting of branch face is arranged on the big face of frame embedding body.Existing main muscle buries the muscle ditch has auxilliary muscle to bury the frame embedding body of muscle ditch again, and the face that buries muscle ditch place with auxilliary muscle is the front.2～4 times of auxilliary muscle of big face boss width ≈ that system is located on big of the frame embedding body bury muscle ditch furrow width, the auxilliary muscle of height ≈ bury the muscle ditch the degree of depth or 〉=0.8～1.5 times of frame embedding body body thickness or 〉=1/2 a main muscle diameter+retaining boss thickness, boss not the height of contour part at 1/2 main muscle diameter in the wide scope of frame embedding body brick, bury the influence degree of muscle ditch according to auxilliary muscle to the frame embedding body body, frame embedding body need embed fill or depend on ground, the dike face the degree of depth, the structural requirement of wall, masonry thickness and the inside and outside portion of masonry protrudes big system of frame embedding body and establishes.The side boss system of frame embedding body edge surface is located on the edge surface or adjacent two edge surface of frame embedding body, with the supporting side boss ditch of side boss, system is located on two adjacent edge surface of another edge surface corresponding with the side boss or another side, the size of side boss and side boss ditch is determined according to practical needs; The auxilliary muscle of frame embedding body buries muscle ditch section and is " ladder " shape, butt other shapes circular or that be made of bent, straight line, and there is the penetrating muscle mouth of tying up the part, and is independent or parallel or bury the muscle ditch with main muscle and divide face corresponding crossing big setting of recessed flat solid frame embedding body body.Auxilliary muscle buries the size of muscle ditch=bury muscle diameter+bury the muscle periphery to bury the muscle diameter for 2～5 times; As the size that the auxilliary muscle that special-purpose is arranged of ceiling keel or framework hollow out build moulds such as accommodation rail or fence buries the muscle ditch, determine according to practical needs.Auxilliary muscle buries the muscle ditch penetrating tie up the muscle mouth long 〉=4 centimetres or≤4 times of frame embedding body body thicknesses, wide=auxilliary muscle bury the muscle ditch penetrate frame embedding body body place or 〉=1 centimetre, the combination requirement of condensing according to the fixing major-minor muscle of colligation and frame embedding body and concrete or other filling material, along the trend that auxilliary muscle buries the muscle ditch, bury the intersection or the penetrating position system of other needs of the end of muscle ditch, major-minor muscle at auxilliary muscle and establish.Be regardless of primary and secondary or primary and secondary and distinguish the unconspicuous primary and secondary muscle that is regardless of and bury the muscle ditch, penetratingly tie up the muscle mouth and the face that can be regardless of intersects system establishes except that can not establishing, to bury the muscle ditch identical with auxilliary muscle, lists auxilliary muscle in and bury the muscle ditch; Frame embedding body master muscle buries the muscle ditch and does not establish auxilliary muscle at frame embedding body and bury on big of muscle ditch one side, and according to the quantity and the distribution situation of post or other beaer master muscle, independent or parallel and auxilliary muscle buries the muscle ditch and divides in corresponding crossing recessed frame embedding body boss of face or the frame embedding body body.Main muscle buries ditch depth=2 centimetre or 0.8～1 times of main muscle diameter of muscle ditch, furrow width=1.2～1.5 times main muscle diameter, the length of ditch length=frame embedding body body, or the width of frame embedding body body, or boss width.The side that main muscle buries muscle trench depth direction is that main muscle is shelved cushion cap, and width=main muscle that main muscle is shelved cushion cap buries the degree of depth of muscle ditch.Main muscle buries between muscle ditch bottom surface and frame embedding body body to be made main muscle and buries the retaining boss that the remaining frame embedding body boss of muscle ditch is main muscle, a retaining boss thickness 〉=0.5 centimetre or 〉=1/2 main muscle diameter; Knot draws and connects the reinforcement link bar that frame embedding body body plan material, raising frame embedding body intensity and anti-fracture energy, the auxilliary muscle depth of burying of adjusting and masonry are built precision by laying bricks or stones in the frame embedding body, across auxilliary muscle bury the muscle ditch be arranged on apart from frame embedding body surface 〉=0.5 centimetre or≤the thick frame embedding body body of 1/2 frame embedding body in, strengthen the size diameter of link bar, determine according to practical needs.The frame embedding body accessory of the not enough frame embedding body 1/2nd of length and width is not established the reinforcement link bar; Strengthening filling material anchors such as frame embedding body and concrete in the frame embedding body plugs with molten metal the anchor that combines and plugs with molten metal the knot lacing wire, be arranged on apart from auxilliary muscle bury muscle ditch one side frame embedding body surface 〉=0.5 centimetre or≤the frame embedding body body of the thick depths of 1/2 frame embedding body in, take the shape of the letter U and bury the muscle ditch across auxilliary muscle and bury the one side bending of muscle ditch to main muscle, run through the frame embedding body body and expose certain-length from the frame embedding body opposite side, anchor is pluged with molten metal the size diameter of knot lacing wire and is determined according to practical needs; The capillary knot draws material to mix as required in the making raw material of frame embedding body, utilize cementitious materials to condense the tractive hoop of frame embedding body raw material especially second use raw material connected to strengthen frame embedding body, reduce because of the cracking that structure is built, the filling material operation is smash in shake or the temperature difference, contraction reason cause; The frame embedding body of different color brick face by laying the raw material of different looks, matter or different proportion in loose tool, or is coated with frame embedding body base face with the lining powder and manufactures; Be used to have the frame embedding body of sound-insulation and heat-insulation functional requirement wall, masonry, manufacture with the material of gas concrete, foamed plastics or respective strengths, quality; Be used for masonry top, end face, turning, song, arch place or be used for polishing, shutoff every filling out local masonry, or the frame embedding body of special-purpose is arranged, make the frame embedding body accessory; And the flat solid polyhedron brick body of above-mentioned frame embedding body, auxilliary muscle to bury muscle ditch, side boss and side boss ditch be the essential part of frame embedding body, height of projection, the main muscle of big face boss, big face boss buries the muscle ditch, anchor is pluged with molten metal knot lacing wire, reinforcement link bar, the lacing wire of capillary knot, brick body material, but is the adjustment member of frame embedding body.But the adjustment member of essential part+appropriateness constitutes concrete frame embedding body.The making raw material of frame embedding body, main muscle or auxilliary muscle bury quality, quantity, shape, position, the size that muscle ditch, side boss, side boss ditch, big face boss, anchor are pluged with molten metal the knot lacing wire, strengthened link bar, the capillary knot draws material, determine according to actual needs.

Frame inlay architectural appearance is similar to the conventional house building, and the structure of all building key elements of inner wall column plate-girder is different fully with traditional masonry.Frame inlay building, be by frame embedding body and frame embedding body side boss and side boss ditch and frame embedding body and the mutual embedding knot of frame inlay framework, the frame by embedding knot frame embedding body plug with molten metal, fill up, support combinations constitutes, situation with the skin number of the actual use of width frame embedding body and frame embedding body interbody spacer determines, tolerance thickness, make up empty solid frame construction wall column plate-girder frame inlay or framework hollow out body and interconnect, make up, or continuity, to repeat to construct, make up what build up be the building of main weight body with frame embedding post.Except that post hold up and down biography, stressed, but the wallboard beam in the frame inlay building all lateral transport, shift deadweight and institute is stressed.Frame inlay building be positioned at the frame embedding body body, with muscle or knot draw material and topping cementitious materials thereof rely on frame embedding body bury the muscle ditch mould system, reflect each wall column beam and slab construction key element and frame inlay building integral contour structure feature, the frame inlay framework of clamping locking frame embedding body is a skeleton; Be support, occluder frame inlay framework vestibule with the frame embedding body, just change the filling barrier material that frame inlay framework, conditioning box inlay are gone along with sb. to guard him the barrier effect.Frame embedding wall, masonry in the frame inlay building link to each other with beam column built from concrete, and muscle in wall, the masonry or knot draw the muscle or the knot of material and concrete frame embedding beam column to draw material to be connected firmly; Frame inlay wall, masonry link to each other with the section bar beam column, and muscle in wall, the masonry or knot draw material and section bar beam column to be connected firmly.The body of wall of frame inlay building is not held by body of wall between the levels house to pass and the restriction of basic support, definite on demand concrete size, position and layout situation; Frame inlay building is carried out water power, sound insulation, function construction such as warming according to the inner chamber of frame embedding wall, masonry is hidden, the die cavity that the inner chamber that utilizes frame embedding wall, masonry and a skin frame embedding body become with one deck frame inlay framework brick work, construct independent or with the wall disjunctor, do not need the beam column concrete component of other system, form removal, will build up wall beam, the wall post frame inlay of wall, beam, post unification with the beam column built from concrete of wall disjunctor.

Frame inlay in the frame inlay building comprises: the abundant heart frame of skin frame embedding body embedding wall, plate that a skin frame embedding body and the embedding of one deck frame inlay framework frame are combined into, one skin frame embedding body becomes with one deck frame inlay framework brick work, fill beam column concrete component, basis and other brick work body internal cavity mould of concrete or other material, one skin depths such as ground, dike face make up solid frame construction frame inlay, (a skin frame inlay); Be combined into by parallel frame embedding body arranged side by side of two skins and the embedding of double-deck stereo frame inlay framework frame, comprise the abundant heart frame of two skin frame embedding bodys embedding wall, plate, or two skin depths that have difference to require to plane materiel matter inside and outside the masonry make up solid frame construction frame inlay, (two skin frame inlays); Be combined into by parallel alternate frame embedding body of two skins and the embedding of double-deck stereo frame inlay framework frame, comprise the above solid frame embedding of the thick sky wall of two skin frame embedding bodys, plate, leave a blank with needs or utilize its inner chamber to construct the beam column concrete component or carry out other hidden construction, the above empty solid frame construction frame inlay of thick combination of two skins, (two skins are with the upper ledge inlay); With constitute behind the frame embedding body of removing as pattern, comprise all wall column plate-girder frame inlay building key element of empty fence, ceiling keel and screen partition wall framework hollow out body.

When constructing frame inlay building by framing structural frames inlay wall column beam and slab construction key element (summary for ' frame inlay ') combination with frame embedding body, according to residing position of frame inlay and purposes, select the frame embedding body of unlike material for use, block and traverse the anchor that auxilliary muscle buries the muscle ditch and plug with molten metal the knot lacing wire or strengthen link bar, outwards bending is breaked end, it is outside that frame embedding body has auxilliary muscle to bury the one side of muscle ditch, design by the frame inlay wall column beam and slab construction key element of building is wide, thickness, with a skin frame embedding body, or the parallel frame embedding body arranged side by side of two skins, or the side boss of the parallel alternate frame embedding body of two skins embeds the side boss ditch of adjacent frame embedding body, muscle or knot in the block frame inlay are drawn material, or draw the muscle or the knot of function replacement to draw material by the knot of crisp hard material in traditional masonry, or strengthen muscle or knot that local masonry sets up and draw material, difference and distribution situation by major-minor muscle, embed the burying in the muscle ditch of relevant position frame embedding body respectively, to draw material with muscle or the knot that post or beaer (as: the main partition wall of support time partition wall) are connected, be held together with the relevant muscle of post or beaer, tie up into individual layer with main muscle by the penetrating muscle mouth of tying up, or double-deck muscle net at regular intervals.Two double-deck muscle nets connect and compose three-dimensional muscle net with link bar between net, and in time use link bar between packing protective layer material parcel net, make link bar between net, packing protective layer material and do not wait high boss to congeal into to be connected the support column of connection within the walls that supports two side frame embedding walls.Can the good muscle net of first colligation again embedding hang frame embedding body, also can the embedding of limit colligation muscle selvage hang frame embedding body, or colligation muscle net and hang frame embedding body toward the online embedding of muscle and hocket.Afterwards; the broken end of anchor being pluged with molten metal the knot lacing wire or the strengthening link bar auxilliary muscle that turns back buries the muscle ditch; anchor is pluged with molten metal the knot lacing wire or reinforcement binding breaking of muscle and tendon head supports the situation of burying muscle in an opposite direction by regulating; the embedding position of muscle and the planeness of frame inlay appearance are buried in regulation and control; determine the position relation of muscle and frame embedding body; afterwards; bury the muscle ditch with what the glued protective layer material of muscle filled frame embedding body; with the frame embedding body side boss and the side boss ditch gap that have sealing to require; making frame embedding body bury muscle in the muscle ditch or knot draws material to be in during the envelope of wrapping that the certain thickness topping fills material plugs with molten metal; burying the muscle ditch with frame embedding body is pattern; it is stable that the system of moulding of condensing in the frame embedding body body is kept the frame inlay; carrying; disperse; it is stressed to shift deadweight of frame inlay and institute, prevents from that frame inlay damage after-frame inlay material from disintegrating to cause secondary to connect the interconnection frame inlay framework of trivial destruction.Simultaneously, hang the situation that is coated with jewelry or functional material of pasting according to frame inlay appearance edge, with empty solidity and other concrete function requirements to frame inlay inside, fill concrete or other suitable material in the cavity between frame inlay two alternate frame embedding bodys, adjust sealing and bury quality and the cup depth that the muscle ditch fills material, edge is hung to paste and is coated with jewelry or functional material, build up the mutual embedding knot of frame inlay framework and frame embedding body, frame is pluged with molten metal, fill up, support, with frame inlay framework is conduction, beaer, frame embedding wall, masonry bears by frame inlay framework, disperse and laterally stressed to adjacent post or supporting body transmission deadweight and institute, frame embedding wall does not rely on the unsettled leap of basic support, thickness arrives between the thickness of actual needs at≤3 centimetres and regulates at random, muscle or knot draw material to combine structure with the function strong point length length of frame embedding body or glued filling material, purposes, function, feature dimension, material uses and all meets a practical skin frame inlay that requires, two skin frame inlays, two skins are with upper ledge inlay or framework hollow out body wall column plate-girder frame inlay building key element.

Draw material to mould system frame inlay framework by continued access muscle or knot, the frame inlay of front and follow-up or adjacent frame inlay are coupled together, draw material to interconnect under the situation into the net at muscle or knot, connect, continue, repeat to construct, all building key elements of wall column plate-girder in the assembled house building, is build up skeleton and conduction, beaer with frame inlay framework, every frame embedding body frame inlay building that all firmly frame is embedded on the frame inlay framework, all wall column plate-girders building key elements of whole building strike up partnership by frame inlay framework.

Structure is built independent or during with the frame inlay beam column built from concrete of wall disjunctor or patten or other filling body (summary is ' frame embedding post or filling body '), by using frame embedding body brick work one skin frame inlay, or envelope, stifled, every, keep off the inner chamber of two skins with upper ledge inlay corresponding site, or adjust, make up two skins with upper ledge inlay and two skins partial cross section's size with the upper ledge inlay, muscle or knot draw the arranged situation of material, the quality of filling material in the hoop scope of rectifying of stirrup and the frame inlay inner chamber, consumption, use frame embedding body, or the auxilliary muscle of manufacturing or cut the frame embedding body accessory that frame embedding body makes in advance buries the muscle ditch, the frame embedding post that the cover of rectifying adapts with frame embedding body or the stirrup or the auxilliary muscle of filling body, or place two skins with the both allocations in the upper ledge inlay stirrup, with the main muscle of frame embedding post or filling body height or length along body of wall, in stirrup is rectified the scope of binding round, the parallel successively alternate frame embedding body master muscle that is laid in buries shelving on the cushion cap of muscle ditch, seeing through the penetrating muscle mouth of tying up will lead, auxilliary muscle is tied up into the muscle net, fill auxilliary muscle with glued protective layer material and bury the muscle ditch, frame embedding body and muscle net are condensed into one, constitute main, auxilliary muscle by bury the muscle ditch and penetrating tie up the muscle mouth from the two sides netted clamping locking frame embedding body, ensure that frame embedding body is in that both allocation can be because of loosening, cause the damage of institute's frame inlay of building or profile chamber moding shape in conjunction with losing efficacy; Frame embedding body is by burying the muscle ditch and the penetrating muscle mouth hoop of rectifying from two sides of tying up supports the major-minor muscle of inlay card; make major-minor muscle be in both allocations of the frame inlay of building or profile chamber mould can not slippage, dislocation, thickness≤main tendon protective layer thickness, auxilliary muscle have all to have around the topping of adequate thickness, the main muscle builds the packing material parcel, belongs to the frame embedding post of a frame embedding post or a filling body part or the framed inlay in profile chamber of filling body.Fill concrete, with the mode of constructing frame embedding wall, build up inner by the frame embedding body boss, penetratingly tie up that the muscle stomatodeum falls into and anchor is pluged with molten metal knot lacing wire anchor and pluged with molten metal and strengthen frame embedding post or filling body that combine with filling concrete setting, must not form removal, with the post of wall disjunctor, or concrete component such as responde, door pillar, collar tie beam, lintel, build up wall beam, wall post frame inlay.The inner big concrete column that can leave a blank by the two-layer sealing one skin depth frame embedding post interlayer profile cavity that certain space is arranged inside and outside the brick work, fills concrete in post interlayer profile cavity, be configured to the hollow concrete post; Need interior empty wall beam, have in being configured to by quality, the size of regulating material in the wall Hua Liang two sides frame embedding wall to connect support column supported hollow wall beam within the walls between net.

When constructing the frame embedding wall that is connected with the framework of section bar post or section bar framework, draw material and adjacent profiles post or section material framework to couple together in muscle in the frame embedding wall or knot, wall draws material to form " # " shape muscle net with muscle or knot, bury muscle ditch cover " # " the shape muscle net of rectifying with frame embedding body, and the side boss of nested frame embedding body and boss ditch, fill and bury the muscle ditch and build up required frame embedding wall; When constructing the frame embedding wall that is connected with reinforced concrete post or reinforced concrete frame, draw material to embed adjacent concrete post or concrete frame with muscle or knot on wall, draw material to couple together with muscle or knot in the adjacent beam column, tie up " # " shape muscle net, bury muscle ditch cover " # " the shape muscle net of rectifying with frame embedding body, and the side boss of nested frame embedding body and side boss ditch, fill and bury the muscle ditch and constitute required frame embedding wall; The frame panel except that needs support temporarily peace use, structure, construct mode, identical with frame embedding wall with the connected mode of phase post and lintel.When constructing the frame panel, can fill the sound-insulation and heat-insulation material, when ensureing heat energy utilization, reduce the interference of family, upper strata indoor activity the lower floor family in the middle vacancy of frame panel; Construct top, the end face of the frame embedding wall that do not link to each other, or during door and window hole, the muscle or the knot of a skin frame embedding wall draw material can not expose body of wall with other walls, masonry.Two skins or two skins draw material should expose the body of wall certain-length with upper ledge embedding muscle or knot within the walls, behind frame embedding body or frame embedding body accessory shutoff body of wall end face, the muscle or the knot that will exceed body of wall top, end face draw material, the muscle ditch that buries through the frame embedding body of shutoff body of wall end face or frame embedding body accessory bends respectively into that the auxilliary muscle of body of wall opposite side buries in the muscle ditch, " # " shape muscle net corresponding with the body of wall opposite side tied up and is integral, and door and window hole or the body of wall that constitutes the local stiffening enhancing pushes up, end face.The non-top of frame embedding wall, end face area need be strengthened, and reinforcing rib are tied up need to strengthen " # " shape muscle at position at body of wall online, or change suitable muscle or knot draws material to strengthen; Conduct by frame inlay framework according to frame inlay body of wall, stressed and frame inlay framework is pluged with molten metal to support to fill to make up with the mutual frame of frame embedding body and is formed integral body, frame inlay body of wall has the design feature of unsettled leap function, when constructing frame embedding wall, needn't consider the frame embedding body opposite joint whether in the constructed frame embedding body of wall, needn't consider the last layer construction wall to following one deck construction wall in the influence of load-bearing aspect stressed, whether floor gap body of wall or door and window hole contrast unanimity up and down, with body of wall whether basic support is arranged, press the needs of practical use and layout, determine frame embedding body of wall, especially the position of non-main partition wall and door and window hole in the building construction of frame inlay, size reaches the connection state with adjacent beam column board wall frame inlay, from bottom to top or from top to bottom or with the optional position is starting point, the embedding structure is built with adjacent frame embedding post or supporting body and is interconnected support, unsettled and flying height, the frame embedding wall that masonry thickness and material are determined according to actual needs, masonry; The material of lightweight, warming, sound insulation or hydroelectric line, ventilation smoke exhaust passage are laid in the inner chamber of hollow frame embedding wall, masonry, utilize frame embedding wall, masonry inside up and down the cavity of four sides intercommunication carry out function constructions such as energy-conservation, warming, ventilation, sound insulation, reduce function facility, material taking and influence the interior space is set, protection, prolong life-span of functional material, but and the scope of application of building construction expanded within the walls by indoor; Utilize the characteristics of frame inlay without frame embedding body load-bearing power transmission, at any time with the building leftover bits and pieces and can utilize waste and scrap to make less demanding secondary partition wall frame embedding body, or mould the destroyed type frame embedding body of system framework hollow out build mould, or insert in the corresponding interior empty masonry, reduce the pollution of building operations to environment; Utilize the characteristics of frame inlay wall, regulate the shutoff situation that fills in gap between frame embedding body boss and boss ditch, construct wall, the masonry of respiratory ventilation, thermoregulatory effect without the frame embedding body power transmission; By the material and the combined state of adjustment, conversion frame embedding body and frame inlay filling material, the intensity of conditioning box inlay and practical effect.

Construct frame inlay building with frame embedding body and the embedding of frame inlay framework frame combination: (1) can build up thickness≤3 centimetres to the frame embedding body of wall of regulating between the thickness of actual needs, reduce the deadweight of building and body of wall volume shared ratio in building integral; (2) needn't select else material system,, form removal ' mould ' system concrete component, can break the boundary of wall and concrete component, with frame embedding body ' blocks ' system concrete component be fender body, be again wall beam, the wall post frame inlay of weight body directly, the maintenance expenditure of saving concrete component; (3) space availability ratio height: the wall column beam and slab construction key element that builds up hollow, not only save filling material, and can be expanded into the practical space of functional materials such as hidden laying is energy-conservation, warming, ventilation, sound insulation, water power circuit, but the scope of application of building construction is expanded within the walls by indoor; (4) it is fast to construct speed: the big face of frame embedding body is used for external surface, can construct deadweight that elimination increases because of carrying accumulation from top to bottom and detumescence ' block ' body of stressed enlarged portion, press raft to overlap fat-reducing ' block ' body that needs increase or build the real part branch with deducting to adapting to, improve and construct efficient, reduce the invalid accumulation of constructional materials, reduce the input that increases thus.(5) wall, the plate of frame inlay building, structure, the mode of constructing are identical, and only vertically using still is the difference that level is used, and can simplify and construct operating technology and difficulty, saves construction material and cost; (6) energy-conservation: frame inlay building can be because of improving warming, the sound insulation function of building, eliminate the function aliasing that material uses, and make frame inlay material function grow combination, improve the effective rate of utilization of constructing speed and material, reduce construction, use cost, the building construction of frame inlay is built up construction and used all energy-conservation energy saving building; (7) environmental protection: can be because of utilizing waste and scrap to manufacture secondary frame embedding body or destroyed type recycles raw-material frame embedding body, and improve the Reuse of materials level, reduce of the pollution of leftover bits and pieces waste and scrap to environment; (8) the conventional frame structural construction is made of beam column, and wall is replenishing of framework, and it is very big to the influence of wall to hold biography up and down, and restriction being provided with room layout flexibly; The frame inlay framework of frame inlay building is a part that constitutes beam column wallboard building key element, frame embedding body of wall and beam column strike up partnership, the influence that can not be subjected to hold biography up and down builds up unsettled wall, can freely determine the position and the unsettled situation of indoor non-wall beam partition wall, change the house layout old general layout of hundred layers of same form up and down, improve the applicability in house; (9) frame inlay building, especially the frame inlay building that has raft foundation, all building key elements of wall column beam slab to interconnect to form box-shaped, can cross over that deadweight is born, transmits, shifted to property and institute is stressed so that self rigidity is whole, when the basal plane bearing capacity satisfies, the method of available anchoring is implemented another function on basis---and locate, that is: can build up flexible anchoring foundation construction by anchor, rope tractive.(10) form whole frame inlay building and the brickwork joint of subside a swelling, lose weight ' block ' body and the sealing that must not bond by frame inlay framework, can reduce the deadweight of frame inlay building, alleviate the crack that causes because of sedimentation, the temperature difference.(11) the mutual embedding knot of the globality of frame inlay framework and frame embedding body and frame inlay framework, the frame structural relation pluging with molten metal, fill up, support, make frame inlay body of wall that good shock resistance be arranged, after the not easily damaged and damage quadratic loss that causes little, be easy to cleaning and remedy, and can effectively reduce the loss that the masonry damage causes; (12) from heavy and light, good integrity, useful load rate with go out room rate height.

Illustrate: 1. ' weight body ' in ' post or weight body ' refers to wall, beam weight body except that post.2. ' masonry ' in ' wall, masonry ' refers to that function, purposes, size, position are different from other bodies of wall or the ground dike face of described ' wall '.

Further describe technology contents of the present invention below in conjunction with embodiment.

Fig. 1 embodiment 1, main and auxiliary muscle bury the front view that the muscle ditch divides the no boss rectangular solid frame embedding body of face setting.

Fig. 2 is the vertical view of Fig. 1.

Fig. 3 is the left view of Fig. 1.

Fig. 4 is the rear view of Fig. 1.

Fig. 5 is the A-A sectional view among Fig. 1.

Fig. 6 is the B-B sectional view among Fig. 1.

Fig. 7 embodiment 2, the no penetrating primary and secondary muscle that is regardless of of tying up the muscle mouth buries muscle ditch and the front view of big face boss at the flat back of the body rectangular solid frame embedding body of a side.

Fig. 8 is the vertical view of Fig. 7.

Fig. 9 is the left view of Fig. 7.

Figure 10 is the C-C sectional view among Fig. 7.

Figure 11 is the D-D sectional view among Fig. 7.

Figure 12 embodiment 3, main and auxiliary muscle bury the front view that the muscle ditch divides the big face boss of having of face setting rectangular solid frame embedding body.

Figure 13 is the vertical view of Figure 12.

Figure 14 is the left view of Figure 12.

Figure 15 is the rear view of Figure 12.

Figure 16 is the E-E sectional view in 12.

Figure 17 embodiment 4 does not establish main muscle and buries the muscle ditch, and the penetrating front view of tying up the muscle mouth and not waiting the rectangular solid frame embedding body of tall and big boss is arranged.

Figure 18 is the vertical view of Figure 17.

Figure 19 is the left view of Figure 17.

Figure 20 is the rear view of Figure 17.

Figure 21 is the F-F sectional view of Figure 17.

Figure 22 is the G-G sectional view of Figure 17

Figure 23～Figure 32 embodiment 5 is corresponding to the frame embedding body accessory view of embodiment 1, embodiment 2, embodiment 3, embodiment 4.

Figure 33 embodiment 6, a skin depth, the above thick frame embedding wall of two skins, hollow frame panel, wall beam combination partial front elevation view in the frame inlay building.

Figure 34 is the I point enlarged drawing of Figure 33.

Figure 35 is the II point enlarged drawing of Figure 33.

Figure 36 embodiment 7, a skin depth, the above thick frame embedding wall of two skins, solid frame panel, wall beam combination partial front elevation view in the frame inlay building.

Figure 37 embodiment 8 is in the frame inlay building The vertical view of the above thick frame embedding wall combination of shape wall post and two skins.

Figure 38 embodiment 9, the solid frame inlay of skin depth brick work in the frame inlay building, the square solid concrete post vertical view of constructing.

Figure 39 embodiment 10, ' ' shape turning wall post and a skin depth, two skin depths, the above thick frame embedding wall of two skins, the local vertical view cutaway drawing of masonry combination in the frame inlay building.

Figure 40 is the III point partial enlarged drawing of Figure 39.

Figure 41 is the IV point partial enlarged drawing of Figure 39.

Embodiment 1:

Among Fig. 1～Fig. 6, the size shape of frame embedding body is decided according to the actual requirements.Now to make up the frame embedding body that solid frame inlay or brick work be used to fill the internal cavity mould masonry of filling materials such as concrete be example to be fit to build by laying bricks or stones a skin depth or two skin depths.Front at brick body 1, there are two auxilliary muscle in the recessed brick body 1 of parallel longitudinal to bury muscle ditch 2, in the middle of the back side of brick body 1, there is a horizontal main muscle in the recessed brick body 1 to bury muscle ditch 4, bury the two ends of muscle ditch 2 and auxilliary muscle at auxilliary muscle and bury the corresponding intersection that muscle 2 and main muscle bury muscle ditch 4, six penetrating muscle mouths 5 that bury are arranged, bury the two ends that muscle ditch 4 and auxilliary muscle bury muscle ditch 2 at main muscle, six reinforcing ribs 13 that symmetric arrangement is arranged, last, the right edge of brick body 1 have U-shaped side boss 6, and there is U-shaped side boss ditch 7 on following, the limit, left side of brick body 1.

Embodiment 2:

Among Fig. 7～Figure 11, the size shape of frame embedding body is decided according to the actual requirements.Now hang frame embedding body to build the frame embedding body of a skin depth frame embedding wall, plate by laying bricks or stones be example to be fit to earlier behind the knot muscle net embedding.On big an of side of brick body 1, have by a laterally big face boss 8 and big boss of two parallel longitudinals 8 are crossing to be combined into The shape projection, On the shape projection, there is one laterally to be regardless of the primary and secondary muscle and to bury muscle ditch 3 and two and vertically be regardless of the primary and secondary muscle to bury muscle ditch 3 recessed In the shape projection, the formation intercommunication Shape is regardless of the primary and secondary muscle and buries 3 combinations of muscle ditch, and big of the opposite side of brick body 1 is the plane, and last, the right edge of brick body 1 have U-shaped side boss 6, and there is U-shaped side boss ditch 7 on following, the limit, left side of brick body 1.

Embodiment 3:

Among Figure 12～Figure 16, the size shape of frame embedding body is decided according to the actual requirements.Be example now with the frame embedding body that is fit to construct the framed inlay in beam column concrete component chamber.Front at brick body 1, there is the auxilliary muscle of two parallel longitudinals in the recessed brick body 1 to bury muscle ditch 2, bury the inside at muscle ditch 2 exit or entrance of a clitch near auxilliary muscle at brick body 1, ring is equipped with a frame shape and strengthens link bar 13, bury muscle ditch 2 with four pairs of even distributions across auxilliary muscle, penetrate the 1 outstanding anchoring knot lacing wire 12 that is exposed to brick body 1 another side of brick body, the back side at brick body 1, there are two positions and auxilliary muscle to bury muscle ditch 2 corresponding vertically big face boss 8, two ends and middle relevant position at two vertically big face boss 8, there is the horizontal main muscle of three recessed big boss 8 to bury muscle ditch 4, six places are parallel shelves cushion cap 10 and retaining boss 11 is propped up at six places, bury six intersections that muscle ditch 2 and horizontal main muscle bury muscle ditch 4 at vertical auxilliary muscle, six penetrating muscle mouths 5 that bury are arranged, the right flank of brick body 1 has U-shaped side boss 6, the left surface of brick body 1 has the U-shaped side boss ditch 7 that is made of low flat boss 8 and brick body 1, the side up and down of brick body 1 is the plane, and the lacing wire 14 of capillary knot is arranged in the frame embedding body raw material.

Embodiment 4:

Among Figure 17～Figure 22, the size shape of frame embedding body is decided according to the actual requirements.Now not waiting high boss to be fit to build by laying bricks or stones more than two skins thick frame inlay and to lay ground, dike face, to have, not establishing the solid frame embedding body that main muscle buries the muscle ditch is example.Front at brick body 1, have in two horizontal parallel recessed brick bodies 1 and bury muscle ditch 3 with two recessed brick body 1 interior primary and secondary muscle that are regardless of of parallel longitudinal, be regardless of the intersection that the primary and secondary muscle buries muscle ditch 3 in vertical, horizontal, there are four edges laterally to be regardless of the penetrating muscle mouth 5 that buries that moves towards horizontally set that the primary and secondary muscle buries muscle ditch 3, positive at brick body 1 near the inside of burying the muscle ditch exit or entrance of a clitch, ring is equipped with frame shape and strengthens link bar 13, and brick body 1 front face surface is made with surface material 15 and to be washed one's face; The back side at brick body 1, two positions are arranged and vertically be regardless of the primary and secondary muscle and bury corresponding parallel tall and big the boss 9 that do not wait of muscle ditch 3, near upper end and middle penetrating muscle mouth 5 places of burying, neither wait tall and big boss 9 that two place's columnar projections are respectively arranged, last, the right flank of brick body 1, U-shaped side boss 6 is arranged, and following, the left surface of brick body 1 have U-shaped side boss ditch 7.

Embodiment 5:

Among Figure 23～Figure 32, the size shape of frame embedding body accessory is decided according to the actual requirements.Now with the frame embedding body accessory of reflection embodiment 1, embodiment 2, embodiment 3, embodiment 4 partial structurtes or with the frame embedding body accessory that does not exist together is arranged is example in corresponding frame embedding body body part, illustrate reflection with the view at corresponding frame embedding body different piece place, all the other architectural features of frame embedding body accessory are with reference to related embodiment.Figure 23 is the front view of the polygon frame embedding body accessory of unfilled corner.Figure 24 is the main front view of looking the bent limit of reflection frame embedding body accessory.Figure 25 is the lateral view of side-looking reflection frame embedding body accessory curved surface.Figure 26 is a vertical view of overlooking reflection frame embedding body accessory curved surface.Figure 27 is a vertical view of overlooking reflection frame embedding body accessory side oblique angle.Figure 28 is the equal in length of length and frame embedding body, and width is less than the front view of the rectangular frame embedding body accessory of frame embedding body width.Figure 29 is that width equates with the width of frame embedding body, and length is less than the front view of the half a head frame embedding body accessory that manhole is arranged of frame embedding body length.Figure 30 is that width equates with the width of frame embedding body, and length is less than the front view of the half a head frame embedding body accessory that square through hole is arranged of frame embedding body length.Figure 31, the 32nd, length and width are all less than the front view of the frame embedding body accessory of frame embedding body.

Embodiment 6:

Among Figure 33～Figure 35, structure, size, the shape of frame inlay building center inlay are decided according to the actual requirements.Now with construct all-in-one-piece one skin depth by frame inlay frame combination, thick combo box embedding wall more than two skins, hollow frame panel and concrete wall beam combination part be example.Present embodiment and following examples are compiled sequence number and are drawn when referring to that the content of other embodiment is quoted in explanation to go between, number back attached sew small letter English alphabet with the order of English alphabet at lead-in wire by the draw serial number that refers to embodiment, as: quote embodiment 3 type frame embedding bodys, write as ' frame embedding body 26c '; Quote embodiment 3 type frame embedding body sections, write as ' frame embedding body section 27c '.The left side of present embodiment is that two skins are with upper ledge embedding wall 31, two skins are with the edge-on parallel alternate use in upper ledge embedding wall 31 both sides, alternate spacing is buried in the muscle ditch 3 greater than the primary and secondary muscle that is regardless of of the thick frame embedding body 26d of a skin frame embedding body, respectively there is a width of cloth to be interwoven by vertical auxilliary muscle 17 and the auxilliary muscle 18 of level, among the parcel that is in glued protective layer material 22 is gone along with sb. to guard him, rely on not waiting high boss 9 and penetratingly burying ' # ' shape muscle net that muscle mouth 5 is formed three-dimensional muscle net of frame embedding body 26d with link bar 19 between net, three-dimensional muscle net is condensed into the frame inlay framework 33 of reflection two skins with upper ledge embedding wall 31 architectural features by glued protective layer material 22, frame inlay framework 33 and the mutual embedding knot of frame embedding body 26d, the frame hoop, support, be combined into two skins with upper ledge embedding knot frame wall 31; Two skins are with the lower end of upper ledge embedding wall 31, for using and the wall segment of two skins with wide frame embedding body accessory 16 Closed Ends of upper ledge embedding wall 31, the frame embedding body accessory 16 of Closed End is buried muscle ditch 2 and is bent two skins into are locked in setting with the upper ledge embedding wall 31 opposite sides hoop that is regardless of that the primary and secondary muscle buries in the muscle ditch 3, the auxilliary muscle 18 of level that condenses into frame inlay framework 33 with glued protective layer material 22 is firmly rectified position by its auxilliary muscle; Above the end face enclosure portion body of wall, be to bury vertical laying and vertical auxilliary muscle 17 parallel stirrups arranged side by side 20 in the muscle ditch 2 by auxilliary muscle in the frame embedding body 26c outside, main muscle in frame embedding body 26c inboard buries in the muscle ditch 4 level and puts main muscle 21, utilize link bar 19 guarantee width dimensions between net, the penetrating muscle mouth 5 that buries by frame embedding body section 27c will be led, stirrup is tied up respectively from the two sides clamping, the muscle cage rack of locking frame embedding body 26c, fill glued protective layer material 22, condense and mould that to make with frame inlay framework 33 be the shape chamber of the interior blank wall beam 34 of skeleton, concreting filling material 24 in the inner cavity body of wall beam 34, building up has anchoring knot lacing wire 12 to strengthen combination, wall between concrete and the frame embedding body 26c, the section of the wall beam 34 that beam strikes up partnership by frame inlay framework 33; Wall beam 34 upper ends are vertical with wall beam 34 to the right, are the sections of many support columns of the above hollow frame structure of two skins embedding knot plate 32 of fusing by frame inlay framework 33 and wall beam 34 (summary for ' two skins with the upper ledge panel ').Two skins are with the upper and lower surface of upper ledge panel 32, be the section 27b of frame embedding body 26b, the length of the spatial altitude between two frame embedding bodys=big boss of frame embedding body 26d up and down, bury in the muscle ditch 3 near the primary and secondary muscle that is regardless of at appearance place at the upper and lower surface frame embedding body, respectively have a width of cloth to rely on not waiting high boss 9 to fuse, being regardless of ' # ' shape muscle net that primary and secondary muscle 18 is formed of frame embedding body 26d by crossing level with link bar between net 19.Up and down between ' # ' shape muscle net and net link bar 19 in glued protective layer material 22 parcels are gone along with sb. to guard him; the keel frame of two skins with upper ledge panel 32 congeals into---and three-dimensional frame inlay framework 33, three-dimensional frame inlay framework 33 constitutes two skins with upper ledge panel 32 with frame embedding body 26.Two skins curve hook with the end, lower floor muscle net termination of upper ledge panel 32 and build in the concrete of wall beam 34, it is firm that the termination of upper strata ' # ' shape muscle net then strides across stirrup 20, vertical auxilliary muscle 17 stitches that the auxilliary muscle of 34 bendings of wall beam and wall beam 34 left hand external buries in the muscle ditch 2.Two skins are with upper ledge panel 32 inside, serve as reasons link bar 19, frame embedding body 26d between net do not wait high boss 9 with parcel, go along with sb. to guard him the glued protective layer material 22 of link bar 19 congeals between net binding upright supports, can be for the flat cavity of the intercommunication all around of laying sound-insulation and heat-insulation material or other functional materials; The top of wall beam 34 sections is that two skins have by linking the flat section that does not utilize vestibule 23 of front and back intercommunication up and down that upright supports links, can be used for laying hydroelectric line or sound-insulation and heat-insulation functional material with upper ledge embedding wall 31; Wall beam 34 with right, two skins with upper ledge panel 32 with the lower part, being regardless of the auxilliary muscle 18 of primary and secondary to be woven into ' # ' shape muscle online with the vertical auxilliary muscle 17 of primary and secondary and the level of being regardless of in advance, hang frame embedding body 26b, fill the part one sturdy heart frame embedding body of wall 29 that glued protective layer material 22 fixing method concretios are built with embedding; Beam slab wall among embodiment building key element is a skeleton with frame inlay framework 33, and edge hoop, binding, extension by frame inlay framework 33 strike up partnership.

Embodiment 7:

Among Figure 36, structure, size, the shape of frame inlay building center inlay are decided according to the actual requirements.Now being example by frame inlay frame combination all-in-one-piece one skin depth, thick frame embedding wall more than two skins, solid frame panel and concrete wall beam combination part.Embodiment 7 with the difference of embodiment 6 is: 1. the above thick frame panel 32 of liang skin is to merge the solid slab that concreting builds up by frame embedding body 26d, frame inlay framework 33 embedding roped parties, upper and lower layer ' # ' shape muscle net of frame inlay framework 33 is at frame embedding body 26d and does not wait under the support locking of high boss 9, the set shape that maintenance can not damaged by improper constructing operation; 2. the solid frame embedding of skin depth body of wall 29, be to hang frame embedding body 26a by embedding on predefined transverse horizontal master's muscle 20, fill level master muscle and bury muscle ditch 4, bury muscle ditch 2 along the vertical auxilliary muscle of frame embedding body 26a again and vertical auxiliary knot lacing wire 17 is set, fills vertical auxilliary muscle and bury muscle ditch 2 and constitute.

Embodiment 8:

Among Figure 37, structure, the size shape of frame inlay building center support body are decided according to the actual requirements.Now with thick combo box embedding wall more than two skins and Shape wall concrete column is combined as example.Embodiment 8 with the difference of embodiment 6 is: 1. the master of wall concrete column, stirrup all are positioned at the inboard of the above thick frame embedding wall 31 of two skins, are independent of each other with frame inlay framework 33 muscle in the thick frame embedding wall 31 more than two skins, and two rectangle hoops are

Shape is intersected setting, and main muscle is located at the related top place of stirrup; 2.

The last end face of '-' shape straight flange wall of the above thick frame embedding wall 31 of shape two skins, with with width=the frame embedding body accessory 16 of thick frame embedding wall 31 inner chamber width places not waiting on the high boss 9 of frame embedding body 26d more than two skins, ' # ' shape muscle net termination of above thick frame embedding wall 31 both sides of two skins, auxilliary muscle by frame embedding body accessory 16 buries muscle ditch 2 and bends into burying in the muscle ditch 3 of body of wall another side correspondence respectively, fill glued protective layer material 22, congeal into the rectify body of wall end face of hoop frame embedding body accessory 16 sealings of frame inlay framework 33; 3. use isometric with thick frame embedding wall 31 inner chamber width more than two skins, with not waiting high boss 9 wide frame embedding body accessory 16, will be vertical with '-' shape straight flange wall The headwall end face seals the saturating empty end face of being strengthened by frame inlay framework 33; 4. utilize the inner cavity body and the untight empty end face of the above thick framed wall 31 of two skins that the laying hydroelectric line is installed.

Embodiment 9:

Among Figure 38, structure, the size shape of frame inlay building center inlay are decided according to the actual requirements.Now being example by the solid frame inlay of skin depth brick work, the square solid concrete post top plan view of constructing.The periphery of the square solid concrete post of embodiment is the square concrete column cavity of constructing with the solid frame embedding of skin depth wall 29 brick works.Auxilliary muscle in the frame embedding body 26c outside buries in the muscle ditch 2, horizontal loops is equipped with square stirrup 20, main muscle in frame embedding body 26c inboard buries in the muscle ditch 2, be provided with 8 main muscle 21 around vertical around the square concrete column, main, stirrup is tied up from the square concrete column muscle cylinder mould of two sides clamping locking frame embedding body 26c by the penetrating muscle mouth 5 of tying up, auxilliary muscle in the frame embedding body 26c outside buries and fills glued protective layer material 22 in the muscle ditch 2, condense into the square column type frame inlay framework 33 of reflection concrete column structure feature, square column type frame inlay framework 33 is filled up support mutually with frame embedding body 26c, constitutes the square interior empty concrete column cavity of reflection concrete column outer contoured features; In square, fill concrete in the empty concrete column cavity, build up to inlay with anchoring knot lacing wire 12 tractives and strengthen the square solid frame inlay concrete column that the post cavity combines with concrete, must not form removal by the male and female face of frame embedding body 26c inboard.

Embodiment 10:

Among Figure 39～Figure 41, structure, the size shape of frame inlay building center inlay are decided according to the actual requirements.Now with by a skin depth, two skin depths, thick frame embedding wall and turning wall concrete column are combined as example more than two skins.The left front end of embodiment is served as reasons and is contained the stirrup 20 be the overlapping crossing laying of 90 degree, is distributed in the section of right angle corner frame inlay wall concrete column 35 that the inboard related top of turning framed wall and stirrup 20 are tied up into above thick hollow frame embedding wall 31 formations of two skins of the main muscle 21 of muscle net and concrete filling material 24; Frame inlay framework 33 muscle in the above thick hollow frame embedding wall 31 of the master of wall concrete column 35, stirrup and two skins are provided with respectively, are independent of each other; Concordant from front to back with outside, wall post 35 left side, build the section of thick insulation frame embedding wall 31 more than heat insulating pearlite material 25, frame inlay framework 33 and the frame inlay framework 33 of turning wall concrete column 35 outer intracutaneous links to each other, thickness is narrower than turning wall concrete column 35 thickness two skins for inside; Thick insulation frame embedding wall 31 is apart from wall concrete column 35 a distance, turning more than two skins, for fuse with thick frame embedding wall 31 more than two skins by frame inlay framework, with the section of insulation frame embedding wall 31 vertical skin depth frame embedding walls 29 that link to each other; From wall post 35 the right along with wall post 35 before outside concordant from left to right, be the edge-on section of building two skin depth frame embedding walls 30 of formation by laying bricks or stones of frame embedding body 26b 35 that fuse by frame inlay framework 33 and turning wall concrete column, that usefulness is reflected as frame embedding body 27b.

The operation easier of frame inlay building is low, should be readily appreciated that cognition and is connected transition with existing technology.Take to revise the existing building plan by the operation requirement of constructing of beam column wall panel frame inlay building key element, or continue to use can be for the existing technical data of transition reference, press technical characterstic design, the structure frame inlay building of frame inlay building, summing up implementation experience while putting into practice, is to help applying the present invention as early as possible and the embodiment of the economic benefit received.

Claims (10)

1. frame embedding body for building; a kind of with the brick body; auxilliary muscle buries the muscle ditch; the side boss; side boss ditch is an essential part; with big face boss; main muscle buries the muscle ditch; anchor is pluged with molten metal the knot lacing wire; strengthen link bar; the lacing wire of capillary knot; but brick body material is an adjustment member; but making the surface, essential part+appropriateness adjustment member have main muscle to bury the muscle ditch; auxilliary muscle buries the muscle ditch; boss; chase; inside has anchor to plug with molten metal the knot lacing wire; strengthen link bar; the lacing wire of capillary knot; do not comprise boss brick body thickness=2～6 centimetre or=concrete component master tendon protective layer thickness-Zhi retaining boss height; the thickness of special-purpose brick body is determined as required; feature dimension is between 20～60 centimetres; or the ratio of length and width thickness equal 1: 1/2～1: 1/5～1/30; main; auxilliary muscle buries the muscle ditch respectively by independent or parallel minute corresponding big of recessed brick body or boss of intersecting of face of trend separately; burying muscle ditch place face with auxilliary muscle is the front; main; the auxilliary muscle ditch that buries only puts that type is identical with it; concentrate muscle in the same way or the knot laid side by side to draw material; make raw material; main muscle buries the muscle ditch; auxilliary muscle buries the muscle ditch; big face boss; side boss and side boss ditch; anchor is pluged with molten metal the knot lacing wire; strengthen link bar; the material that the capillary knot draws material; quantity; shape; the position; size; according to masonry and sound insulation; warming; fill; contain; the structure of molding; purposes; function; intensity need determine that the frame embedding body of suitable accessory for replenishing arranged.

2. big boss of the described frame embedding body of claim 1, bury muscle ditch furrow width at 2～4 times of auxilliary muscle of width ≈, the auxilliary muscle of height ≈ bury the muscle ditch the degree of depth or 〉=0.8～1.5 times of frame embedding body body thickness or 〉=1/2 a main muscle diameter+retaining boss thickness, not contour part between 1/2 main muscle diameter is wide to the frame embedding body brick, with auxilliary muscle bury the muscle ditch parallel, protrude the frame embedding body system and establish.

3. the described auxilliary muscle of claim 1 buries the muscle ditch, comprise that being regardless of the primary and secondary muscle buries the muscle ditch, in independent or parallel recessed frame embedding body body or the big face boss, section is " ladder " shape, butt is circular or by song, other shapes that straight line constitutes, size=auxilliary muscle buries muscle diameter+about 2～5 times of spaces that auxilliary muscle buries the muscle diameter of auxilliary muscle periphery, the size that is used as framework hollow out build mould and has the auxilliary muscle of special-purpose to bury the muscle ditch, determine according to practical needs, auxilliary muscle buries the muscle ditch penetrating tie up the muscle mouth long 〉=4 centimetres or≤4 times of frame embedding body body thicknesses, wide=auxilliary muscle bury the muscle ditch penetrate frame embedding body body place or 〉=1 centimetre, along the trend that auxilliary muscle buries the muscle ditch, assisting the end that muscle buries the muscle ditch, the intersection of major-minor muscle or other need penetrating position system to establish; Being regardless of the primary and secondary muscle buries the muscle ditch and can not establish and penetratingly tie up the muscle mouth, can bury the muscle ditch and be regardless of face and intersect system and establish with the primary and secondary muscle that is regardless of of different trends.

4. the described frame embedding body master of claim 1 muscle buries ditch depth=2 centimetre or 0.8～1 times of main muscle diameter of muscle ditch, furrow width=1.2～1.5 times main muscle diameter, the length of ditch length=frame embedding body body or the width of frame embedding body body or boss width, width=main muscle that main muscle is shelved cushion cap buries the degree of depth of muscle ditch, retaining boss thickness 〉=0.5 centimetre or 〉=1/2 main muscle diameter, not establishing auxilliary muscle at frame embedding body buries on big of muscle ditch one side, bury with auxilliary muscle that the muscle ditch is corresponding to intersect, independent or parallel recessed frame embedding body boss or frame embedding body system are established.

5. the described frame embedding body side of claim 1 boss ditch, system are located on one of big periphery of flat solid frame embedding body body or adjacent two edge surface; With the supporting frame embedding body side boss of side boss ditch, system is located on two adjacent edge surface of another edge surface corresponding with side boss ditch or opposite side, and size is closed needs degree of being to satisfy the embedding roped party.

6. reinforcement link bar, the anchor of the described frame embedding body of claim 1 are pluged with molten metal the knot lacing wire, across auxilliary muscle bury the muscle ditch be arranged on apart from frame embedding body surface 〉=0.5 centimetre or≤the thick brick body of 1/2 frame embedding body in; Anchor is pluged with molten metal the knot lacing wire and is run through the frame embedding body body and expose certain-length from the frame embedding body opposite side; The capillary knot draws material to insert in the making raw material of frame embedding body; Reinforcement link bar, anchor are pluged with molten metal the knot lacing wire, the capillary knot draws the diameter dimension of material to determine as required.

7. the described manufacturing materials of claim 1, that one of using when manufacturing frame embedding body or layering are laid is not homochromy, the base substrate or the surface layer raw material of matter or different proportion.

8. a frame inlay is built, a kind of all building key elements of framing structural frames inlay wall column beam slab build up by constructing, continue, connect, make up, repeating, and are skeleton with clamping locking frame embedding body, the whole building structure contour feature of reflection, frame inlay framework net that whole building is become one; With the frame embedding body is the packing material of firmization, carriage inlay framework, is equipped with the frame inlay building that suitable filling material builds up.

9. the described frame inlay of masonry claim 8, with the skin number of the actual use of thickness direction frame embedding body and the interval situation tolerance between frame embedding body, determine thickness, body of wall layout situation is not held passes restriction, adjacent frame embedding body by side boss and the mutual embedding knot of side boss ditch, with with the mutual clamping of frame embedding body, locking, cram, the frame inlay framework that supports, reach and set corresponding filling material or functional material formation in the cavity, comprise: the abundant heart frame of the skin frame embedding body embedding wall that a skin frame embedding body and the embedding of one deck frame inlay framework frame are combined into, plate, the beam column concrete component that one skin frame embedding body becomes with one deck frame inlay framework brick work, basis and other frame inlay fill the inner cavity body of concrete or other filling material, a skin frame embedding body heavy back of laying, one skin depths such as dike face make up solid frame construction frame inlay; The parallel arranged side by side or parallel alternate frame embedding body of two skins with two skins, with two parallel frame inlay frameworks be connected that three-dimensional frame inlay framework frame embedding that support column constitutes combines, internally, the material of lateral surface has different requirements, maybe need to leave a blank, maybe need utilize its inner chamber to construct beam column concrete component or wall beam, wall post frame inlay, or hidden two skin depths that carry out hydropower installation or sound insulation, function construction such as warming, or the above thick combination sky of two skins, solid frame construction frame inlay; With constitute frame inlay wall column beam and slab construction key elements such as saturating empty fence, ceiling keel and screen partition wall framework hollow out body behind the frame embedding body of removing as pattern.

10. the structure method of blocking of frame inlay building, a kind of have auxilliary muscle outwards to bury muscle ditch one side by 1. frame embedding body, and it is unimpeded to keep frame embedding body to bury the contrast of muscle ditch, and the side boss and the boss ditch of frame embedding body tied in embedding; 2. block and traverse the anchor that auxilliary muscle buries the muscle ditch and plug with molten metal the knot lacing wire or strengthen link bar, outwards bending is breaked end, 3. muscle or knot are drawn material to embed frame embedding body and bury that colligation connects to net in the muscle ditch, colligation dowel net and hang the cover muscle net of rectifying and to hocket successively with the muscle ditch embedding of burying of frame embedding body, also can the embedding of limit colligation muscle selvage hang the cover frame embedding body of rectifying, or colligation connects the muscle net extension frame embedding body of rectifying again; 4. the muscle net embeds after frame embedding body buries the muscle ditch, anchor is pluged with molten metal the knot lacing wire or strengthens linking the breaking of muscle and tendon head auxilliary muscle that turns back and buries the muscle ditch, plugs with molten metal the knot lacing wire or strengthens linking the breaking of muscle and tendon head and support the situation of burying muscle in an opposite direction, the embedding position and the frame inlay surface finish of regulation and control muscle by regulating anchor; 5. bury the muscle ditch with what glued, protective layer material filled frame embedding body, utilize condensing of glued protective layer material, mould wall column beam and slab construction element structure shape facility in the system reflection frame inlay building, remove the frame inlay framework that frame embedding body is framework hollow out body, the skin frame embedding body that formation frame inlay framework and the mutual embedding knot of frame embedding body, frame are pluged with molten metal, fill up, supported is thick or two skin frame embedding bodys are thick or above thick combination wall column beam slab frame inlay of two skin frame embedding bodys or concrete component inner cavity body; 6. fill concrete component inner cavity body that brick work one skin frame inlay constitutes or shutoff barrier two skins with the concrete component inner cavity body that the inner chamber of upper ledge inlay constitutes with concrete material, build up post beam concrete component or wall beam, wall post frame inlay; 7. water power and energy-conservation heat-preserving function material are placed the inner cavity body of frame inlay; 8. edge is hung jewelry or the material that full-filling is set at any time; 9. according to the structure of frame inlay building, continue, connect, make up, repeat to construct steps such as all building key elements of wall column beam slab, construct by frame inlay framework all wall column beam and slab construction key elements binding all-in-one-pieces of building, the structure block method of frame inlay building.

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