CN104060685A - House structure - Google Patents
House structure Download PDFInfo
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- CN104060685A CN104060685A CN201310089512.5A CN201310089512A CN104060685A CN 104060685 A CN104060685 A CN 104060685A CN 201310089512 A CN201310089512 A CN 201310089512A CN 104060685 A CN104060685 A CN 104060685A
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Abstract
The invention discloses a house structure. The house structure comprises a foundation structure, a wall structure, bearing structures, a floor structure and a roof structure, wherein the wall structure comprises a plurality of wall units connected together, each wall unit comprises four side walls and a cavity defined by the four side walls, the bearing structures are arranged in the cavities, at least two of every four side walls form connecting walls, the connecting walls are male connecting walls formed by outward bulging or female connecting walls formed by inward denting, and the adjacent wall units are connected by splicing of the male connecting walls and the female connecting walls. According to the house structure, materials are saved, the weight is greatly reduced, the seismic performance is improved, the building working efficiency is improved, and the building working intensity is reduced.
Description
Technical field
The present invention relates to a kind of building structure, particularly, relate to a kind of building structure that comprises the wall element with hollow structure made from new material.
Background technology
The wall body structure of traditional building is mostly piled up and is formed by building block, and described building block is solid or building-block, and these building blocks are piled up along horizontal direction and vertical direction, and is connected to form each wall body structure by concrete etc.
In general, while building building, first on foundation structure, set up load-carrying members, then take these load-carrying members and pile up building block as skeleton.Conventionally, the weight of the building structure of building is by this way all heavier, but the most wall body structure of building structure is not used for load-bearing, and therefore such building structure is not only wasted material, and anti-seismic performance reduces.In the process of piling up in above-mentioned building block, conventionally utilize the joint blocks such as concrete, mode of construction more complicated, the construction time cycle is all long.
Therefore, material is not only wasted in the construction of common building structure, and anti-seismic performance is poor, and the operating efficiency of building is lower, and labour intensity is larger.
Summary of the invention
The object of this invention is to provide a kind of building structure, this building structure lightweight and be easy to build.
To achieve these goals, the invention provides a kind of building structure, described building structure comprises foundation structure, wall body structure, load-carrying members, floor slab structure and roof structure, wherein, this wall body structure comprises a plurality of wall elements that link together, described in each, wall element comprises four sidewalls and by these four cavitys that sidewall surrounds, described load-carrying members are arranged in described cavity, in described four sidewalls, have at least two sidewalls to form connecting wall, described connecting wall is the outwardly male connecting wall forming or for inwardly concaving the female connecting wall forming, adjacent described wall element is connected by the splicing of described male connecting wall and described female connecting wall.
Preferably, the height of the height of described wall element and one deck of described building structure is consistent.
Preferably, described wall element comprises wall unit, and this wall unit forms respectively connecting wall along two relative sidewalls of the length direction of wall, and a plurality of wall elements splice to form exterior wall or the interior wall of wall body structure in the longitudinal direction mutually.
Preferably, the mid portion of the connecting wall of described wall element has to the groove of described wall element internal recess.
Preferably, described male connecting wall and described female connecting wall of splicing are fixed by connector mutually.
Preferably, in the cavity of described wall element, there is rib, described cavity is separated into a plurality of chambers.
Preferably, in the cavity of described wall unit, there is the cross rib arranging along the thickness direction of described wall unit, described cavity is separated into a plurality of row chambers of arranging along the length direction of described wall unit.
Preferably, the longitudinal rib that has the cross rib that arranges along the thickness direction of described wall unit in the cavity of described wall unit and arrange along the length direction of described wall unit, is separated into a plurality of multiple row chambers of arranging along this length direction and thickness direction by described cavity.
Preferably, described wall unit comprises external wall unit and interior walls unit, and described external wall unit is than described interior walls units thick.
Preferably, described wall element comprises unit, corner, and two adjacent sidewalls of this unit, corner form connecting wall.
Preferably, described wall element comprises unit, corner, and three sidewalls of this unit, corner form connecting wall.
Preferably, described wall element comprises unit, corner, and four sidewalls of this unit, corner all form connecting wall.
Preferably, the materials for wall composition that forms described wall element contains resin, coupling agent and fire retardant, described resin with respect to 100 weight portions, the content of described fire retardant is 30-200 weight portion, the content of described coupling agent is 0.1-5 weight portion, and described fire retardant contains at 200 ℃ and the above water-insoluble materials that can discharge hydrone.
Preferably, with respect to the described resin of 100 weight portions, the content of described fire retardant is 80-150 weight portion, and the content of described coupling agent is 0.5-2 weight portion.
Preferably, the total amount of described fire retardant of take is benchmark, at 200 ℃ and the above content that can discharge the water-insoluble materials of hydrone, is 80-100 % by weight.
Preferably, described is water-insoluble metal hydrate at 200 ℃ and the above water-insoluble materials that can discharge hydrone.
Preferably, described water-insoluble metal hydrate is one or more in hydrated alumina, hydrated magnesium and French chalk.
Preferably, described water-insoluble metal hydrate is graininess, and average particulate diameter D
90for 10-200 micron.
Preferably, described coupling agent is coated on the surface of described fire retardant.
Preferably, described resin is thermoplastic resin.
Preferably, described thermoplastic resin is one or more in polyvinyl chloride, polyethylene, polypropylene, acrylonitrile-butadiene-styrene copolymer and polystyrene.
Preferably, described resin is that average degree of polymerization is the polyvinyl chloride of 650-1250.
Preferably, described coupling agent is one or more in silane coupler, titanate coupling agent and aluminate coupling agent.
Preferably, described materials for wall composition also contains filler, and with respect to the described resin of 100 weight portions, the content of described filler is 20-100 weight portion, and described filler is one or more in CHARACTERISTICS OF TAILINGS SAND, flyash, calcium carbonate and wood powder.
Preferably, described materials for wall composition also contains one or more in heat stabilizer, plasticizing agent, flexibilizer, sliding agent and processing aid, with respect to the described resin of 100 weight portions, the total content of described heat stabilizer, plasticizing agent, flexibilizer, sliding agent and processing aid is 8-40 weight portion.
Preferably, on the collar tie beam of described foundation structure, be provided with built-in fitting, be welded with U-shaped steel on this built-in fitting, described wall element inserts in the U-shaped groove of this U-shaped steel and is fixing.
Preferably, described load-carrying members comprise reinforcing bar welding embedded iron anchor rib, and described reinforcing bar welding embedded iron anchor rib is partly arranged in described foundation structure.
By technique scheme, building structure provided by the present invention is not only saved material, and weight alleviates greatly, improves anti-seismic performance, and improves the operating efficiency of building, and reduces the intensity of construction work.
Other features and advantages of the present invention partly in detail are described the specific embodiment subsequently.
Accompanying drawing explanation
Accompanying drawing is to be used to provide a further understanding of the present invention, and forms a part for manual, is used from explanation the present invention, but is not construed as limiting the invention with the specific embodiment one below.In the accompanying drawings:
Fig. 1 is the schematic diagram of a kind of embodiment of wall element of the present invention;
Fig. 2 is the schematic diagram of the another kind of embodiment of wall element of the present invention;
Fig. 3 is the schematic diagram of the exterior wall of building structure of the present invention;
Fig. 4 is the schematic diagram of the interior wall of building structure of the present invention.
Description of reference numerals
1 foundation structure 2 wall elements
3 cavity 4 connecting walls
The female connecting wall of 41 male connecting wall 42
5 rib 6 built-in fittings
7 U-shaped steel
The specific embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is elaborated.Should be understood that, the specific embodiment described herein only, for description and interpretation the present invention, is not limited to the present invention.
In the present invention, in the situation that not doing contrary explanation, the noun of locality using refers to the direction of the length of wall element level as " length direction of wall element ", the direction consistent with body of wall length while building wall body structure with wall element, " thickness direction of wall element " refers to the direction of the width of wall element level, the direction consistent with thickness of wall body while building wall body structure with wall element, " inside and outside " refers to cavity interior and outer of described wall element, or the wall body structure consisting of this wall element is interior and outer.
The invention provides a kind of building structure, described building structure comprises foundation structure 1, wall body structure and load-carrying members, wherein, this wall body structure comprises a plurality of wall elements 2 that link together, described in each, wall element 2 comprises four sidewalls and the cavity 3 being surrounded by these four sidewalls, described load-carrying members are arranged on 3 li of described cavitys, in described four sidewalls, have at least two sidewalls to form connecting wall 4, described connecting wall 4 is for the outwardly male connecting wall 41 forming or for inwardly concaving the female connecting wall 42 forming, adjacent described wall element 2 is connected with the splicing of described female connecting wall 42 by described male connecting wall 41.
Building structure of the present invention, by the hollow structure of above-mentioned wall element 2, has not only been saved material, and can have been alleviated the weight of the wall body structure consisting of this wall element 2.In addition, this wall element 2 also has can interconnective connecting wall 4, therefore be convenient to adjacent wall element 2 connect and be simply fixed together, saved being connected and fixed and the process such as alignment of building block in common wall body structure building course, improved and built the operating efficiency of this building structure and reduced labour intensity.
Preferably, the height of the height of described wall element 2 and one deck of described building structure is consistent.
Like this, build in the process of wall body structure of one deck of building structures utilizing wall element 2, need to not connect this wall element 2 in the vertical direction, for example, when building the first floor of building structure, only need to be on foundation structure 1 connecting wall unit 2 can form the first floor of building structure, if in the time of need to building the second layer, only need on the wall body structure being formed by wall element 2 of first floor, floor slab structure be set, then the wall body structure of the second layer consisting of wall element 2 is set on floor slab structure.Therefore, more improved operating efficiency.
It is to be noted, owing to needing to arrange window and doorway etc. on wall body structure, therefore the height of not all wall element 2 is all consistent with the height of one deck of building structure, the height upper and lower and wall element more than doorway 2 of window is all less, and window is to be all connected with ground or collar tie beam with wall element 2 more than doorway, rather than is connected in short transverse with other wall elements 2.
In addition, even if the height of wall body structure is less than the height of one deck of building structure, also can by those skilled in the art thinkable conventional connected mode two neighbouring wall body structures are fixedly connected with, such as by H type part, neighbouring wall body structure being fixedly connected with etc.
Preferably, described wall element 2 comprises wall unit, and this wall unit forms respectively connecting wall 4 along two relative sidewalls of the length direction of wall, and a plurality of wall elements 2 splice to form exterior wall or the interior wall of wall body structure in the longitudinal direction mutually.
When building building structure, owing to building, wall element 2 structures that the different piece of wall body structure needs are slightly different, so according to the difference of building the part of wall body structure, wall element 2 can be divided into external wall unit, interior walls unit and unit, corner etc.Wherein, external wall unit is for connecting and composing successively the external wall of wall body structure, and interior walls unit is for connecting and composing successively the interior walls of wall body structure, the corner that unit, corner forms for forming a plurality of wall connecting places.It is to be noted herein, according to the quantity of crossing wall (for example two walls intersect rectangular shapes or three walls intersect be T-shaped shapes) and the type of wall (for example interior walls intersects with interior walls, external wall and external wall is crossing or interior walls and external wall crossing) different, the structure of unit, corner is a lot, no longer it is carried out to detailed classification one by one herein.
Preferably, the mid portion of the connecting wall 4 of described wall element 2 has to the groove of described wall element 2 internal recess.
On connecting wall 4 due to each wall element 2, be formed with above-mentioned groove, so when adjacent wall element 2 interconnects, groove on connected connecting wall 4 is corresponding, thereby form a larger recess space, in this recess space, the seals such as weather strip can be set, thereby play the function of insulation, waterproof and dampproof or sound insulation.
Preferably, described male connecting wall 41 and described female connecting wall 42 of splicing are fixed by connector mutually.Owing to only relying on the socket connection of male connecting wall 41 and female connecting wall 42 the adjacent connecting wall 4 of described wall element 2 can not be linked together reliably, therefore need to additionally male connecting wall 41 and female connecting wall 42 be fixed together with connector.
Preferably, in the cavity 3 of described wall element 2, there is rib 5, described cavity 3 is separated into a plurality of chambers.
More preferably, in the cavity 3 of described wall unit, there is the cross rib arranging along the thickness direction of described wall unit, described cavity 3 is separated into a plurality of row chambers of arranging along the length direction of described wall unit.
More preferably, the longitudinal rib that has the cross rib that arranges along the thickness direction of described wall unit in the cavity 3 of described wall unit and arrange along the length direction of described wall unit, is separated into a plurality of multiple row chambers of arranging along this length direction and thickness direction by described cavity 3.
In the cavity 3 of described wall element 2, the intensity that rib 5 can be strengthened this wall element 2 is set, thereby improves soundness and the safety of building structure.And this rib 5 can arrange arbitrarily, the longitudinal rib that preferably includes the cross rib that arranges along the thickness direction of wall element 2 and arrange along the length direction of wall element 2.
Preferably, described wall element 2 comprises unit, corner, and two adjacent sidewalls of this unit, corner form connecting wall 4.In addition, preferably, three sidewalls of described wall element 2 form described connecting wall 4.Or preferably, four sidewalls of described wall element 2 form described connecting wall 4.Above-mentioned wall element 2 mainly refers to unit, corner, has described respectively right angle type corner, T-shaped corner and cross corner.
Preferably, described external wall unit is than described interior walls units thick.Because external wall is generally load bearing wall, therefore, external wall unit need to be thicker than interior walls unit, thereby improve the soundness in house.
Preferably, the materials for wall composition that forms wall element of the present invention contains resin, coupling agent and fire retardant.In described materials for wall composition, with respect to the described resin of 100 weight portions, the content of described fire retardant is 30-200 weight portion, is preferably 80-150 weight portion; The content of described coupling agent is 0.1-5 weight portion, is preferably 0.5-2 weight portion.
In forming materials for wall composition of the present invention, described fire retardant contains at 200 ℃ and the above water-insoluble materials that can discharge hydrone.Described more than 200 ℃ and the above water-insoluble materials that can discharge hydrone can account for 80 % by weight of described fire retardant, more than being preferably 90 % by weight, most preferably be 100 % by weight.
In the present invention, describedly at 200 ℃ and the above water-insoluble materials that can discharge hydrone, be preferably water-insoluble metal hydrate.Described water-insoluble metal hydrate can be at 200 ℃ and the above inorganic metal hydrate that can discharge the various routines of water vapour, for example, described water-insoluble metal hydrate can be one or more in hydrated alumina, hydrated magnesium and French chalk.For making described materials for wall composition have more excellent fire line, described water-insoluble metal hydrate is graininess more preferably, and average particulate diameter D
90be preferably 10-200 micron.In the present invention, average particulate diameter D
90refer to the particle diameter of 90 % by weight or above particle.
In described materials for wall composition, describedly at 200 ℃ and the above water-insoluble materials that can discharge hydrone, at high temperature can discharge water vapour, absorb heat, and reduce temperature, thereby can play fireproof effect.Particularly, when described when 200 ℃ and the above water-insoluble materials that can discharge hydrone are water-insoluble metal hydrate, described materials for wall composition not only has excellent fire line, and the body of wall that adopts this materials for wall composition to form also has very high intensity.
A preferred embodiment of the invention, in described materials for wall composition, described coupling agent is coated on the surface of described fire retardant.In this case, greatly improved dispersiveness and the mobility of fire retardant in resin, resin and the adhesion stress between fire retardant in described materials for wall composition can be improved, thereby make the body of wall that adopts this materials for wall composition to form there is higher intensity.
In described materials for wall composition, described resin can be the conventional various resins that use in materials for wall, and under preferable case, described resin is thermoplastic resin.In the present invention, described thermoplastic resin can be for example one or more in polyvinyl chloride, polyethylene, polypropylene, acrylonitrile-butadiene-styrene copolymer and polystyrene.
A preferred embodiment of the invention, in order further to improve the intensity of described materials for wall composition, the polyvinyl chloride that the further preferred average degree of polymerization of described resin is 650-1250.Described polyvinyl chloride can be the polyvinyl chloride of commercially available various routines, for example, can be PVC5 type polyvinyl chloride.
In described materials for wall composition, there is no particular limitation for described coupling agent, can be the various coupling agents of routine use.In the preferred case, in order to guarantee that the body of wall that adopts described materials for wall composition of the present invention to form has higher intensity, described coupling agent is preferably one or more in silane coupler, titanate coupling agent and aluminate coupling agent.Described silane coupler can be for example one or more in 3-(methacryloxy) propyl trimethoxy silicane, vinyl three (2-methoxy ethoxy) silane and 3-glycidyl ether oxygen base propyl trimethoxy silicane.Described titanate coupling agent can be for example one or more in three (isostearoyl base) isopropyl titanate, three different caprylyl isopropyl titanates, dioleoyl Diisooctyl phosphoric acid acyloxy volt isopropyl propionate and dioleoyl metatitanic acid second diester.Described aluminate coupling agent can be for example one or more in DL-411 type coupling agent, RCA type coupling agent, CHY-501 aluminate coupling agent and aluminium titanium composite coupler.
A preferred embodiment of the invention, in order further to improve the intensity of the body of wall that adopts described materials for wall composition formation of the present invention, described materials for wall composition preferably also contains filler.In order to guarantee that described materials for wall composition has higher intensity and good dimensional stability, in described materials for wall composition, with respect to the described thermoplastic resin of 100 weight portions, the content of described filler is preferably 20-100 weight portion.
Described filler can be the filler of various routines, for example, can be one or more in CHARACTERISTICS OF TAILINGS SAND, flyash, wood powder and calcium carbonate.In order to improve the mechanical property of materials for wall and to reduce costs, described filler preferably contains CHARACTERISTICS OF TAILINGS SAND and/or flyash.With respect to the described resin of 100 weight portions, the total content of CHARACTERISTICS OF TAILINGS SAND and flyash is preferably 1-100 weight portion.The particle size of described CHARACTERISTICS OF TAILINGS SAND and/or flyash is preferably 10-100 micron.In described CHARACTERISTICS OF TAILINGS SAND and flyash, conventionally contain the silica of 40-80 % by weight, the manganese oxide of the alumina of 1-15 % by weight, 1-15 % by weight, the iron of the magnesia of 1-15 % by weight and 1-15 % by weight.
Because wood powder can make gained materials for wall composition, can produce woodiness touch, meet the visual pursuit of customer to wood materials, play fiber reinforcement effect simultaneously.Therefore, in one embodiment of the invention, described filler preferably contains wood powder.With respect to the described resin of 100 weight portions, the content of wood powder is preferably 1-100 weight portion.Described wood powder is preferably dimensioned to be 20-800 micron.
In further preferred situation, described filler is coated by described coupling agent.In this case, greatly improve the adhesion stress between filler and resin and fire retardant, thereby made the body of wall that adopts this materials for wall composition to form there is higher intensity.
According to another kind of preferred embodiment of the present invention, in order further to improve the combination property of the body of wall that adopts described materials for wall composition formation of the present invention, for example, mechanical property, water proofing property, fire line and processing characteristics etc., described materials for wall composition can also contain one or more in heat stabilizer, plasticizing agent, flexibilizer, sliding agent and processing aid.With respect to the described thermoplastic resin of 100 weight portions, the total content of described heat stabilizer, plasticizing agent, flexibilizer, sliding agent and processing aid can be 8-40 weight portion.
In the present invention, described plasticizing agent, heat stabilizer, sliding agent and flexibilizer can be all the material of routine use.
Described plasticizing agent can be for example one or more in diisobutyl phthalate, dioctyl phthalate, epoxidized soybean oil, benzene sulfonyl butylamine, M-phthalic acid two (2-ethyl hexyl) ester and chlorinated paraffin wax.With respect to the described thermoplastic resin of 100 weight portions, the addition of described plasticizing agent can be 0-10 weight portion, is preferably 1-8 weight portion.
Described heat stabilizer can be for example one or more in tribasic lead sulfate, dibasic lead phosphite, lead stearate, barium stearate, zinc stearate and epoxidized soybean oil.With respect to the described thermoplastic resin of 100 weight portions, the addition of described heat stabilizer can be 0-10 weight portion, is preferably 0.1-8 weight portion.
Described sliding agent can be for example one or more in paraffin, OPE, stearic acid, lead stearate and calcium stearate.With respect to the described thermoplastic resin of 100 weight portions, the addition of described sliding agent can be 0-8 weight portion, is preferably 1-8 weight portion.
Described flexibilizer can be for example one or more in haloflex, MBS, acrylic resin and ethene-vinyl acetate copolymer.With respect to the described thermoplastic resin of 100 weight portions, the addition of described flexibilizer can be 0-10 weight portion, is preferably 1-10 weight portion.
In the present invention, described processing aid can be for example one or more in acrylic copolymer, a-Methylstyrene Low-Polymer and hycar.With respect to the described thermoplastic resin of 100 weight portions, the addition of described processing aid can be 0-10 weight portion, is preferably 1-8 weight portion.
Preferably, on the collar tie beam of described foundation structure 1, be provided with built-in fitting 6, on this built-in fitting 6, be welded with U-shaped steel, also fixing in the U-shaped groove of described wall element 2 these U-shaped steel of insertion.
By the built-in fitting of said structure is set, can easily wall element 2 be inserted in the U-shaped groove of this U-shaped steel, and by any one fixed form known in the field, wall element 2 is fixed in U-shaped groove to modes such as fixture or concreting.
Preferably, described load-carrying members comprise reinforcing bar welding embedded iron anchor rib, and this reinforcing bar welding embedded iron anchor rib is partly arranged in described foundation structure 1.
Because building structure of the present invention preferably adopts close cylinder architecture, therefore preferably adopt reinforcing bar welding embedded iron anchor rib as the load-carrying members of close cylinder architecture, one end of this reinforcing bar welding embedded iron anchor rib is fixed in foundation structure 1, part outside foundation structure 1 is through the cavity 3 of wall element 2, can be cast in cavity 3 with concrete etc., thereby further play fixation.
Below the building course of building structure of the present invention is introduced.
First build foundation structure 1.Foundation structure 1 used in any prior art can be with in the present invention.Building structure of the present invention preferably adopts close cylinder architecture, that is to say around the collar tie beam of ground and erects many group reinforcing bars as load-carrying members.Preferably adopt in the present invention reinforcing bar welding embedded iron anchor rib, this reinforcing bar welding embedded iron anchor rib one end is fixed in foundation structure, the other end is through the cavity 3 of wall element 2, and at the place, corner (namely in unit, corner) of wall body structure, be necessarily provided with this reinforcing bar welding embedded iron anchor rib, remaining wall place arranges reinforcing bar welding embedded iron anchor rib at a certain distance.In addition, on the collar tie beam of foundation structure 1, be provided with the built-in fitting of metal, thereby can on this built-in fitting, weld easily U-shaped steel, that is to say that many groups reinforcing bar of close cylinder architecture will pass this built-in fitting and U-shaped steel, and be arranged in the cavity 3 of wall element 2 through wall element 2.
Next wall element 2 is inserted in the U-shaped groove of U-shaped steel, and by the splicing between male connecting wall 41 and female connecting wall 42, link together between wall element 2, and by connector, fix between two joint faces of splicing.
It should be noted that herein, a kind of embodiment of joint face is provided in the preferred embodiment of the present invention, be outwardly male connecting wall 41 and female connecting wall 42 of inwardly concaving, but at least two connecting walls 4 on each wall element 2 further do not limited for which kind of joint face.For wall unit, two relative connecting walls 4 can be a male connecting wall 41 and a female connecting wall 42, and wall unit just can be in turn connected into wall like this, then by connecting wall 4, in like manner connect in unit, corner in corner; Also can be all male connecting wall 41 or female connecting wall 42, wall unit be just divided into there are two male connecting walls 41 and two kinds with two female connecting walls 42, so these two kinds of wall elements 2 need one after the other, connect and compose wall, more in like manner connect by connecting wall 4 in unit, Chu Yu corner, corner.No matter for unit, corner, be also so, be to form right-angle wall corner, T-shaped corner or the unit, corner in cross corner, and its at least two joint faces that have can manufacture required kind according to actual needs.That is to say, the present invention does not limit forming the concrete form of each wall element 2 connecting walls 4 of building structure, and its main feature is by connecting wall 4, wall element 2 to be linked together.
In order to guarantee the bonding strength of the connecting wall 4 of wall element 2, preferably also need with connector, be stitched together two joint faces to be fixed, can adopt any mode well known in the art to carry out above-mentioned fixing, for example connector.
Preferably, the height of wall element 2 is consistent with the height of one deck of building structure, does not so need to make wall element 2 connection of aliging in short transverse, thereby has saved a large amount of operations, has improved operating efficiency.But; the height that is not all wall element 2 is herein all consistent with the height of one deck of building structure; because conventionally also can form the structures such as window and doorway on wall body structure; so just need shorter wall element 2; can be arranged on the upper and lower and doorway of window; due to window and doorway all by collar tie beam around, therefore, wall element 2 can be set on the collar tie beam on window and doorway.
Certainly, wall element 2 can be also any suitable height.When building building structure, wall element 2 need to be coupled together in short transverse like this, connected mode known in those skilled in the art can be used for realizing above-mentioned connection, for example, with H type connector, wall element 2 is connected in short transverse.
Because building structure can be that one deck can be also multilayer, for the house of multilayer, need to arrange floor slab structure between two-layer.Preferably, the floor slab structure in house of the present invention is used truss floor, on the wall body structure of one deck, floor slab structure is set, and concreting, and the reinforcing bar that collar tie beam, load-carrying members are set equally with for being connected the built-in fitting etc. of upper walls body unit 2.Finally, at top layer, roof structure is set, this roof structure can adopt any one roof structure of the prior art.
Building structure of the present invention adopts the wall element 2 of hollow, and this can not only alleviate the weight of building structure, and user can also be arranged on the circuits such as electric wire in the wall body structure of being built by this wall element 2.In addition, in the cavity 3 of wall element 2, can also fill other materials to play insulation texts.
Because preferably adopting special material, makes wall element 2 of the present invention, and the connection between wall element 2 is simple, so that apply ornament materials and/or heat insulating material in the outside of the wall of the wall body structure of this building structure, in the inner side of wall, architectural surface etc. is set.
Below describe by reference to the accompanying drawings the preferred embodiment of the present invention in detail; but; the present invention is not limited to the detail in above-mentioned embodiment; within the scope of technical conceive of the present invention; can carry out multiple simple variant to technical scheme of the present invention, these simple variant all belong to protection scope of the present invention.
It should be noted that in addition, each concrete technical characterictic described in the above-mentioned specific embodiment, in reconcilable situation, can combine by any suitable mode, for fear of unnecessary repetition, the present invention is to the explanation no longer separately of various possible combinations.
In addition, between various embodiment of the present invention, also can be combined, as long as it is without prejudice to thought of the present invention, it should be considered as content disclosed in this invention equally.
Claims (27)
1. a building structure, described building structure comprises foundation structure (1), wall body structure and load-carrying members, it is characterized in that, this wall body structure comprises a plurality of wall elements (2) that link together, wall element described in each (2) comprises four sidewalls and the cavity (3) being surrounded by these four sidewalls, it is inner that described load-carrying members are arranged on described cavity (3), in described four sidewalls, have at least two sidewalls to form connecting wall (4), described connecting wall (4) is for the outwardly male connecting wall (41) forming or for inwardly concaving the female connecting wall (42) forming, adjacent described wall element (2) is connected with the splicing of described female connecting wall (42) by described male connecting wall (41).
2. building structure according to claim 1, is characterized in that, the height of described wall element (2) is consistent with the height of one deck of described building structure.
3. building structure according to claim 1, it is characterized in that, described wall element (2) comprises wall unit, this wall unit forms respectively connecting wall (4) along two relative sidewalls of the length direction of wall, and a plurality of wall elements (2) splice to form exterior wall or the interior wall of wall body structure in the longitudinal direction mutually.
4. building structure according to claim 1, is characterized in that, the mid portion of the connecting wall (4) of described wall element (2) has to the groove of described wall element (2) internal recess.
5. according to the building structure described in any one in claim 1-4, it is characterized in that, described male connecting wall (41) and described female connecting wall (42) of splicing are fixed by connector mutually.
6. building structure according to claim 1, is characterized in that, in the cavity (3) of described wall element (2), has rib (5), and described cavity (3) is separated into a plurality of chambers.
7. building structure according to claim 3, it is characterized in that, in the cavity of described wall unit (3), there is the cross rib arranging along the thickness direction of described wall unit, described cavity (3) is separated into a plurality of row chambers of arranging along the length direction of described wall unit.
8. building structure according to claim 3, it is characterized in that, the longitudinal rib that has the cross rib that arranges along the thickness direction of described wall unit in the cavity of described wall unit (3) and arrange along the length direction of described wall unit, is separated into a plurality of multiple row chambers of arranging along this length direction and thickness direction by described cavity (3).
9. building structure according to claim 1, is characterized in that, described wall unit comprises external wall unit and interior walls unit, and described external wall unit is than described interior walls units thick.
10. building structure according to claim 1, is characterized in that, described wall element (2) comprises unit, corner, and two adjacent sidewalls of this unit, corner form connecting wall (4).
11. building structures according to claim 1, is characterized in that, described wall element (2) comprises unit, corner, and three sidewalls of this unit, corner form connecting wall (4).
12. building structures according to claim 1, is characterized in that, described wall element (2) comprises unit, corner, and four sidewalls of this unit, corner all form connecting wall (4).
13. building structures according to claim 1, it is characterized in that, the materials for wall composition that forms described wall element contains resin, coupling agent and fire retardant, described resin with respect to 100 weight portions, the content of described fire retardant is 30-200 weight portion, the content of described coupling agent is 0.1-5 weight portion, and described fire retardant contains at 200 ℃ and the above water-insoluble materials that can discharge hydrone.
14. building structures according to claim 13, wherein, with respect to the described resin of 100 weight portions, the content of described fire retardant is 80-150 weight portion, the content of described coupling agent is 0.5-2 weight portion.
15. building structures according to claim 13, wherein, the total amount of described fire retardant of take is benchmark, at 200 ℃ and the above content that can discharge the water-insoluble materials of hydrone, is 80-100 % by weight.
16. according to the building structure described in any one in claim 13-15, and wherein, described is water-insoluble metal hydrate at 200 ℃ and the above water-insoluble materials that can discharge hydrone.
17. building structures according to claim 16, wherein, described water-insoluble metal hydrate is one or more in hydrated alumina, hydrated magnesium and French chalk.
18. building structures according to claim 17, wherein, described water-insoluble metal hydrate is graininess, and average particulate diameter D
90for 10-200 micron.
19. according to the building structure described in any one in claim 13-15, and wherein, described coupling agent is coated on the surface of described fire retardant.
20. according to the building structure described in any one in claim 13-15, and wherein, described resin is thermoplastic resin.
21. building structures according to claim 20, wherein, described thermoplastic resin is one or more in polyvinyl chloride, polyethylene, polypropylene, acrylonitrile-butadiene-styrene copolymer and polystyrene.
22. building structures according to claim 20, wherein, described resin is that average degree of polymerization is the polyvinyl chloride of 650-1250.
23. according to the building structure described in any one in claim 13-15, and wherein, described coupling agent is one or more in silane coupler, titanate coupling agent and aluminate coupling agent.
24. according to the building structure described in any one in claim 13-15, wherein, described materials for wall composition also contains filler, and the described resin with respect to 100 weight portions, the content of described filler is 20-100 weight portion, and described filler is one or more in CHARACTERISTICS OF TAILINGS SAND, flyash, calcium carbonate and wood powder.
25. according to the building structure described in any one in claim 13-15, wherein, described materials for wall composition also contains one or more in heat stabilizer, plasticizing agent, flexibilizer, sliding agent and processing aid, with respect to the described resin of 100 weight portions, the total content of described heat stabilizer, plasticizing agent, flexibilizer, sliding agent and processing aid is 8-40 weight portion.
26. building structures according to claim 1, it is characterized in that, on the collar tie beam of described foundation structure (1), be provided with built-in fitting (6), be welded with U-shaped steel (7) on this built-in fitting, described wall element (2) inserts in the U-shaped groove of this U-shaped steel (7) and is fixing.
27. building structures according to claim 26, is characterized in that, described load-carrying members comprise reinforcing bar welding embedded iron anchor rib, and this reinforcing bar welding embedded iron anchor rib is partly arranged in described foundation structure (1).
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| CN201310089512.5A CN104060685A (en) | 2013-03-20 | 2013-03-20 | House structure |
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| CN201310089512.5A CN104060685A (en) | 2013-03-20 | 2013-03-20 | House structure |
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