CN102409781B - Bearing structure and house structure - Google Patents
Bearing structure and house structure Download PDFInfo
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- CN102409781B CN102409781B CN201010574399.6A CN201010574399A CN102409781B CN 102409781 B CN102409781 B CN 102409781B CN 201010574399 A CN201010574399 A CN 201010574399A CN 102409781 B CN102409781 B CN 102409781B
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Abstract
The invention relates to a bearing structure, comprising a wall corner and a bearing column, wherein the wall corner comprises a plurality of wall body building blocks; each wall body building block comprises a first wall, a second wall, a third wall and a rib and forms a hollow part; and the wall body building blocks are stacked along the height direction, so that at least one part of the corresponding hollow part forms a vertical through hole; and the bearing column is arranged in the vertical through hole. In addition, the invention also provides a house comprising the bearing structure. In the technical scheme, the bearing structure is directly embedded into the vertical through hole formed in a wall, and the construction method for utilizing the building blocks to enclose the bearing structure is not needed, so that the construction efficiency can be improved to a greater extent. Furthermore, in the bearing structure, the raw materials of bricks can also be saved, the construction cost is reduced, the labor intensity of constructors is reduced, and the whole weight of the bearing structure is reduced, so that the earthquake resistance of the bearing structure is improved.
Description
Technical field
The present invention relates to building field, particularly, relate to a kind of load-carrying members of being piled up by hollow walling unit.In addition, the invention still further relates to a kind of building structure that comprises above-mentioned load-carrying members.
Background technology
The walling unit of conventional house is mostly solid building block, as solid cuboid.Building in the process of building, conventionally by concrete, multiple building blocks are piled up together, thereby form various building structure, as body of wall, house etc.
In general, the process that builds building is: first, the mode of utilization cast forms the load-carrying members of building, as load-bearing pillar; Then, pile up walling unit take load-carrying members as skeleton, form the additional structure of building, as body of wall; Finally, complete the structure of building.
But, because traditional walling unit mostly is solid construction, pile up in the process of additional structure utilizing walling unit, often need to pile up a large amount of walling units to surround load-carrying members (as load-bearing pillar), this just need to pile up take load-carrying members as skeleton a lot of traditional solid wall building blocks.Therefore, while utilizing traditional walling unit to build house, time that conventionally need to be longer, thus cause the operating efficiency of building construction lower.And brick wall structure is scarcely used for load-bearing, not only waste material so build house with solid brick, increase labour intensity, and the house weight of building up is larger, thereby has limited the height in house.
Therefore, how to save piling up the time of walling unit, improve efficiency of construction and become this area technical problem urgently to be resolved hurrily.
Summary of the invention
The object of this invention is to provide a kind of load-carrying members, these load-carrying members are mainly piled up and are formed by hollow walling unit, and load-bearing pillar is arranged in the vertical through hole in the corner that hollow walling unit forms.
To achieve these goals, the invention provides a kind of load-carrying members, these load-carrying members comprise corner and load-bearing pillar, described corner comprises multiple walling units, wherein, this walling unit comprises the first wall, the second wall, the 3rd wall and rib, described the first wall and described the second wall are parallel to each other, described the 3rd wall is fixedly connected between described the first wall and described the second wall in one end of described the first wall and described the second wall, described rib is fixedly connected between described the first wall and described the second wall and with described the 3rd wall and forms hollow bulb, described multiple walling unit is piled up along short transverse, thereby at least a portion that makes corresponding hollow bulb forms vertical through hole, described load-bearing pillar is arranged in this vertical through hole.
In addition, the present invention also provides a kind of house that comprises load-carrying members of the present invention.
By technique scheme, load-carrying members directly embed in the inner vertical through hole forming of wall, do not need to utilize traditionally multiple building blocks to surround the construction method of load-carrying members, therefore can above improve largely efficiency of construction.In addition, can also save fire brick raw material, reduce building costs, reduce constructor's labour intensity, thereby reduce the anti-seismic performance of the overall weight raising load-carrying members of load-carrying members.
Other features and advantages of the present invention are described in detail the specific embodiment part 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 perspective view of the preferred embodiment of walling unit of the present invention;
Fig. 2 is the front view of the preferred embodiment of walling unit of the present invention;
Fig. 3 is the sectional view along the walling unit at the A-A line place of Fig. 2;
Fig. 4 is the corner schematic diagram that two walls intersect vertically;
Fig. 5 is the corner schematic diagram that three walls intersect vertically;
Fig. 6 is the corner schematic diagram that four walls intersect vertically;
Fig. 7 is the connection diagram between load-bearing pillar of the present invention and lower floor's load-bearing pillar;
Fig. 8 is the schematic diagram with the building structure of load-carrying members of the present invention.
Description of reference numerals
1 corner 2 load-bearing pillars
3 walling unit 31 first walls
32 second wall 33 the 3rd walls
34 rib 35 hollow bulbs
36 peristome 37 recesses
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, said length direction refers to the directions X in Fig. 1, and width refers to the Y-direction in Fig. 1, and short transverse refers to the Z direction in Fig. 1, and upper surface refers to two the contrary surfaces vertical with Z direction on the walling unit in Fig. 1 with soffit.
First it should be noted that, because load-bearing pillar 2 is arranged in the vertical through hole in corner 1, therefore load-carrying members of the present invention mainly intersect the corner forming, corner or other load-carrying members of enclosure wall as two or more walls in wall part (body of wall of building structure comprises wall and corner) in building structure.In addition, the present invention can also be as the wall in wall body structure, and to those skilled in the art, thereby being easy to expect uses the suitable method processing of piling up to be piled into corresponding wall to this walling unit, hereinafter can be introduced method for optimizing.Certainly, load-carrying members of the present invention are not limited to the above-mentioned application of enumerating, and in any suitable situation, can apply load-carrying members of the present invention.
Load-carrying members provided by the invention comprise corner 1 and load-bearing pillar 2, described corner 1 comprises multiple walling units 3, wherein, this walling unit 3 comprises the first wall 31, the second wall 32, the 3rd wall 33 and rib 34, described the first wall 31 and described the second wall 32 are parallel to each other, described the 3rd wall 33 is fixedly connected between described the first wall 31 and described the second wall 32 in one end of described the first wall 31 and described the second wall 32, described rib 34 is fixedly connected between described the first wall 31 and described the second wall 32 and with described the 3rd wall 33 and forms hollow bulb 35, described multiple walling unit 3 is piled up along short transverse, thereby at least a portion that makes corresponding hollow bulb 35 forms vertical through hole, described load-bearing pillar 2 is arranged in this vertical through hole.
From said structure, in corner 1 of the present invention, be formed with vertical through hole, therefore the deadweight of these load-carrying members is lighter, good seismic performance, and because load-bearing pillar 2 is arranged at the inside in corner 1, therefore the easy construction of load-carrying members of the present invention, and more can increase the usable floor area in house with respect to common load-carrying members.And the direct being inserted in wall inside configuration of load-bearing pillar, does not need to utilize traditionally multiple building blocks to surround the construction method of load-carrying members, therefore can above improve largely efficiency of construction.
Be for piling up the walling unit 3 of load-carrying members of the present invention as shown in Figure 1 to Figure 3, this walling unit 3 comprises the first wall 31, the second wall 32, the 3rd wall 33 and rib 34, described the first wall 31 and described the second wall 32 are parallel to each other, described the 3rd wall 33 is fixedly connected between described the first wall 31 and described the second wall 32 in one end of described the first wall 31 and described the second wall 32, and described rib 34 is fixedly connected between described the first wall 31 and described the second wall 32 and with described the 3rd wall 33 and forms hollow bulb 35.
Pass through technique scheme, because walling unit 3 has hollow-core construction, load-carrying members (as load-bearing pillar) can be directly arranged in the hollow-core construction of walling unit 3, and without need to piling up in a large number around load-carrying members (as load-bearing pillar) as traditional solid wall building block, therefore, can save and pile up the engineering time for the walling unit 3 of piling up load-carrying members of the present invention, improve efficiency of construction.
Described the first wall 31 and the second wall 32 are parallel to each other, make load-carrying members easily be piled into plane, are convenient to like this carrying out of the follow-up works such as finishing.Described the 3rd wall 33 and described rib 34 are fixedly connected between described the first wall 31 and described the second wall 32, can form hollow-core construction.Meanwhile, be fixedly connected with and can improve the intensity of walling unit, make described walling unit there is very high durability.Described the first wall 31, the second wall 32, the 3rd wall 33 and rib 34 can be fixed together in several ways, for example, undertaken bonding by adhesive etc.Certainly, for easily manufactured, reduce costs, preferably, described the first wall 31, the second wall 32, the 3rd wall 33 and rib 34 are integrally formed, and as one, cast forms.
Preferably, described walling unit 3 comprises peristome 36, and this peristome 36 is between described the first wall 31 and described the second wall 32, and described rib 34 is between described peristome 36 and described hollow bulb 35.Thereby peristome 36 can be connected with other building blocks with peristome and forms and the similar cavity portion of hollow bulb, for example all there is the peristome identical with described peristome 36 with two ends, the second walling unit that centre has the hollow bulb identical with described hollow bulb 35 is used in conjunction with, this the second walling unit is used for piling up wall, thereby the corner 1 of being piled up in wall and the load-carrying members provided by the present invention in city by this second walling unit can be combined together.But, for the walling unit 3 of piling up load-carrying members of the present invention have above-mentioned peristome 36 be one of the present invention preferred embodiment, in reality, thereby can not having peristome 36, walling unit 3 can combine with the wall that common walling unit is piled up.
Preferably, described load-bearing pillar 2 is metal tube.More preferably, described metal tube comprises more piece, and this more piece metal tube is removably fixedly connected with along short transverse.More preferably, described metal tube inside is cast with concrete.
Preferably, described load-bearing pillar 2 is steel concrete cast formation.
Herein, the present invention has exemplified the formation method of two kinds of load-bearing pillars 2.One is centre have been built to concrete hollow metal pipe as load-bearing pillar 2, thereby another kind is that reinforcing bar is cast in to formation load-bearing pillar 2 in concrete.The formation method of above-mentioned two kinds of load-bearing pillars 2 will below at length introduced.
Preferably, between the peristome of adjacent two walling units 3, become 0-180 ° of angle.That is to say, the peristome 36 of two adjacent walling units 3 is towards difference, normally, the direction of two walls in the wall being connected with corner 1 respectively, if the wall being connected with corner also uses building-block to pile up, so just can in wall, also form vertical through hole, the peristome 36 of adjacent two walling units 3 can make the strength increase in corner 1 towards different directions.In addition, do not there is the situation of opening 36 for walling unit 3, can pile up the wall being connected with the corner 1 of load-carrying members of the present invention with common building block yet.
Preferably, the height of described the first wall 31, the second wall 32, the 3rd wall 33 and rib 34 is identical, and the upper surface of described the 3rd wall 33 and described rib 34 and the upper surface flush of described the first wall 31 and described the second wall 32.Walling unit 3 had both been convenient to manufacture and transportation like this, was convenient to again piling up of walling unit 3.Meanwhile, utilize this upper surface to there is higher intensity with the soffit load-carrying members that all concordant walling unit 3 is piled into.
Preferably, on the described upper surface of described rib 34 and/or soffit, be provided with recess 37.Such structure is set and both can have saved material, can alleviate again the weight of described walling unit 3.
In addition, preferably, adjacent described vertical through hole is communicated with by described recess 37.Preferably, can also arrange load-bearing pillar by the length direction (being directions X) along described walling unit 3 at described recess 37 places if desired, to improve the intensity of the load-carrying members that are piled into by described walling unit 3.
The cross section of described recess 37 can be various shapes, as rectangle, semicircle or irregular figure.Preferably, the shape of cross section of described recess 37 is trapezoidal, as shown in Figure 3.Meanwhile, in order to prevent that described recess 37 from reducing the intensity of walling unit 3, should be limited to the degree of depth of described recess 37 in suitable scope.Preferably, the degree of depth of described recess 37 be described rib 34 height 1/10～1/5.
In order further to increase the intensity of described walling unit 3, simplified manufacturing technique flow process, improves described walling unit 3 availabilities, and described walling unit 3 is generally formed as symmetrical structure.Particularly, described walling unit 3 has left and right symmetrical structure on width, and there is laterally zygomorphic structure in short transverse, and the plane towards described hollow bulb 35 of described the 3rd wall 33 and the plane towards described hollow bulb 35 of described rib 34 vertical with the length direction of described the first wall 31.
Preferably, described hollow bulb 35 and peristome 36 be shaped as rectangle, and the length of described peristome 36 be described hollow bulb 35 length 1/3～2/3.More preferably, the length of described peristome 36 be described hollow bulb 35 length 1/2.Known by description above, for the walling unit 3 of piling up load-carrying members of the present invention have peristome 36 be one preferred embodiment, this is in the time that corner 1 connects with the same between the walls of being piled up by the walling unit with peristome, interconnective peristome forms the cavity portion identical with hollow bulb 35, thereby is convenient to form too vertical through hole in the wall being connected with corner 1.When the length of peristome 36 be hollow bulb 35 length 1/2 time, thereby the walling unit in the present invention 3 connects to form with the identical peristome of the walling unit of connected wall and equates with the hollow bulb 35 of the walling unit 3 in the present invention, like this, not only in corner 1, can form vertical through hole, in the wall connected with corner, also can form identical vertical through hole.
In addition, the walling unit 3 in the present invention also can be used for piling up the wall in wall body structure.For example the peristome of a walling unit 3 36 is connected with the peristome 36 of another walling unit 3, thereby make two peristomes 36 surround a cavity portion, thereby form an elementary cell, between adjacent two such elementary cells, connect by the 3rd wall 33, multiple such elementary cells are piled up with short transverse along its length and are formed wall.
Described walling unit 3 can be made up of material known in those skilled in the art, also can be made up of other material.Below to the present invention preferably the material of walling unit 3 describe in detail.
Preferably, described walling unit 3 is obtained through solidifying by a kind of material compositions, in this material compositions, contain silica sand, cement, water reducing agent, redispersible rubber powder, fiber and water, wherein, with respect to the cement of 100 weight portions, the content of described silica sand is 350-2000 weight portion, the content of described water reducing agent is 0.5-3.0 weight portion, the content of described redispersible rubber powder is 0.1-10 weight portion, and the content of described fiber is 0.1-10 weight portion, and the content of water is 15-50 weight portion.
The present inventor has carried out careful research to the walling unit 3 take silica sand as material of main part, be surprised to find that, in the time adding redispersible rubber powder and fiber, the intensity of the fragment of brick making can be reached or higher than the intensity of concrete fragment of brick, make this walling unit 3 can meet building requirements.And, when the weight ratio of described fiber and described redispersible rubber powder is 0.5-1.5: 1 time, the intensity of the walling unit 3 making is higher; More preferably, the weight ratio of described fiber and described redispersible rubber powder is 0.8-1.2: 1, thus a kind of material compositions for the preparation of walling unit 3 being very suitable in sand resourceful area application is provided.Material compositions provided by the invention also contains water, and the content of water can in very large range change.Under preferable case, with respect to the cement of 100 weight portions, the content of water can be 15-50 weight portion, in this case, can directly material compositions provided by the invention be incorporated in mould and solidify, and can make walling unit.
In the present invention, the kind of described fiber has no particular limits, can be for example one or more in synthetic fibers, inorfil (as glass fiber), mineral fibers and string, the size of described fiber can in very large range change, but the present inventor finds, in the time using length for 1-30 millimeter, the diameter fiber that is 0.1-100 micron, can make the intensity of the walling unit 3 making higher; More preferably, the length of described fiber is that 5-15 millimeter, diameter are 5-50.
According to the present invention, there is no particular limitation for the kind of " redispersible rubber powder ", for example, can be one or more in the copolymerization rubber powder of copolymerization rubber powder, ethene and the vinyl chloride of vinylacetate and ethene and the ternary polymerization rubber powder of vinyl laurate, acrylate and cinnamic copolymerization rubber powder and styrene and butadiene.In preferred situation, the weight average molecular weight of described redispersible rubber powder can be 500-20000, and mean particle diameter can be 1-300 micron.The redispersible rubber powder that meets above-mentioned requirements can be commercially available, for example, and LR-80 and LR-100 type redispersible rubber powder that Shijiazhuang City Long Rui constructional materials Co., Ltd produces.
In the present invention,, can use and be selected from one or more in extra large sand, damp sand, river sand, aeolian sand, manufactured sand and reclaimed sand, more preferably drift-sand without any restriction the source of described silica sand; In the present invention, the mean particle diameter of described silica sand is not particularly limited, and can use the silica sand of mean particle diameter for 10-500 micron, more preferably uses the drift-sand of mean particle diameter for 50-200 micron.
According to the present invention, the kind of described water reducing agent is conventionally known to one of skill in the art, for example, can be that described water reducing agent is one or more in lignosulfonates, Ppolynuclear aromatic salt and water-soluble resin sulfonate.Above-mentioned water reducing agent can be commercially available, for example, and can be purchased from Beijing Mu Hu Admixture Co., Ltd.
In use, after material compositions provided by the invention can being mixed with water, be incorporated in mould and solidify, to make walling unit 3.
The walling unit 3 of load-carrying members of the present invention adopts new material to make, improve significantly the intensity of the building block making, the intensity of building block provided by the invention can reach or higher than the intensity of concrete block, and there is the characteristic of waterproof, and solved the demand at the building brick in rubble resource and the deficienter area (as Xinjiang region) of clay resource.In addition, walling unit 3 provided by the present invention has good gas permeability, and tiny pore on walling unit 3 can also play the effect that purifies air in house.
Below, at length introduce and how to utilize above-mentioned walling unit 3 to pile up the load-carrying members for corner 1 of the present invention.
Preferably, described corner 1 comprises multiple walling units 3 of piling up along short transverse, at least a portion of the hollow bulb 35 of multiple described walling units 3 is formed through the vertical through hole in described corner 1 along short transverse, two or more the direction of wall that a side relative with described the 3rd wall 33 of multiple described walling units 3 connects towards described corner 1 respectively.
That is to say, corner 1 by the first wall 31, the second wall 32 and the 3rd wall 33 of walling unit 3 at least the two forms, a side relative with the 3rd wall 33 be towards two or more the direction of wall being connected with corner 1, thereby corner 1 is connected with wall.
The infall forming is normally intersected by load bearing wall and/or vertical partition wall in corner 1.Therefore, can corner 1 be divided into L shaped corner, three T-shaped corner and four the cross corners that wall is crossing that wall intersects that two walls intersect according to the quantity that intersects wall, as shown in Figs. 4-6, the corner of above-mentioned three kinds of different structures will describe in detail in conjunction with the building method of load-carrying members hereinafter.
For the preferred embodiment of the present invention, preferably, described corner 1 comprises multiple walling units 3 of piling up along short transverse, at least a portion of the hollow bulb 35 of multiple described walling units 3 is formed through the vertical through hole in described corner 1 along short transverse, two or more the direction of wall that the peristome 36 of multiple described walling units 3 connects towards described corner 1 respectively.
The construction method of introducing in detail load-carrying members of the present invention below, this construction method comprises the following steps:
(a) load-bearing pillar 2 is vertically set;
(b) walling unit 3 is piled up successively and formed corner 1 along short transverse, and form vertical through hole in described corner 1, described load-bearing pillar 2 is through described vertical through hole.
The description of the construction method by above-mentioned load-carrying members, in load-carrying members of the present invention, first arranges load-bearing pillar 2, then makes the hollow bulb 36 of walling unit 3 through load-bearing pillar 2, thereby forms load-carrying members of the present invention.
Preferably, described load-bearing pillar 2 can vertically be arranged on foundation structure.Because the application scenario of load-carrying members of the present invention is comparatively extensive, can on the wall of piling up with method of the present invention or additive method, build load-carrying members of the present invention according to method of the present invention, also can directly on foundation structure, start to build load-carrying members of the present invention.Therefore, the load-bearing pillar 2 of load-carrying members of the present invention need to be connected with the load-bearing pillar of foundation structure or lower floor, here can use connector conventional in any prior art, for example upper end is fixedly attached on foundation structure by modes such as welding with the base of slot, then load-bearing pillar 2 of the present invention is inserted in this slot and is fixed.Situation about connecting up and down in short transverse for two load-bearing pillars 2, can utilize for example branch sleeve, as shown in Figure 7, or flange, two interconnective ends of load-bearing pillar are positioned among sleeve or flange and fix.Generally speaking, any suitable connected mode can be applied in the connection of load-bearing pillar 2 of the present invention, and is not limited to above-mentioned the cited case, no longer continues to illustrate herein.
Preferably, in step (b), multiple described walling units 3 are piled up successively and are formed described corner 1 along short transverse, vertical through hole in described corner 1 is formed through along short transverse by least a portion of the hollow bulb 35 of multiple described walling units 3, two or more the direction of wall that the peristome 36 of multiple described walling units 3 connects towards described corner 1 respectively.
By above-mentioned building method, the hollow bulb 35 of the walling unit 3 of piling up along short transverse is formed through vertical through hole up and down mutually, thereby load-bearing pillar 2 is arranged in this vertical through hole and forms load-carrying members of the present invention, describe in detail according to the difference of the quantity of the crossing wall in 1 place, corner below.
As shown in Figure 4,1 place, corner forming at two walls that intersect vertically, the peristome 36 of walling unit 3 respectively towards the direction cycle alternation of two orthogonal walls that intersect pile up along short transverse, form L shaped right-angle wall corner.
According to this mode of piling up, for the crossing T-shaped corner forming of three walls as shown in Figure 5, every continuous three walling units 3 along short transverse are one group, its peristome 36 is respectively towards the direction of three walls, preferably, the combination of three walling units 3 of each group is identical with the combination of other each groups, and namely three walling units 3 between each group are identical towards the order of which wall respectively from top to bottom or from bottom to up.The mode of piling up is like this more regular, comparatively attractive in appearance, in construction also more for convenience.Certainly, the present invention is not limited to aforesaid way, and each walling unit 3 also can adopt any other rules or irregular mode to pile up.
Equally, four crossing cross corners that form of wall as shown in Figure 6, every continuous four walling units 3 along short transverse are one group, its peristome 36 is respectively towards the direction of four walls, preferably, the combination of four walling units 3 of each group is identical with the combination of other each groups, and namely four walling units 3 between each group are identical towards the order of which wall respectively from top to bottom or from bottom to up.The mode of piling up is like this more regular, comparatively attractive in appearance, in construction also more for convenience.Certainly, the present invention is not limited to aforesaid way, and each walling unit 3 also can adopt any other rules or irregular mode to pile up.
No matter the crossing wall quantity in corner place how, thereby the hollow bulb 35 of walling unit 3 forms vertical through hole along short transverse alignment, in this vertical through hole, load-bearing pillar 2 can be set.
Preferably, described load-bearing pillar 2 is metal tube.More preferably, described metal tube comprises more piece, and this more piece metal tube is removably fixedly connected with along short transverse.More preferably, described metal tube inside is cast with concrete.
Preferably, described load-bearing pillar 2 is steel concrete cast formation.
Herein, the present invention has exemplified the generation type of two kinds of load-bearing pillars 2, but the present invention is not limited to this, and structure and the generation type of any suitable load-bearing pillar 2 can be applied in the present invention.The load-bearing pillar 2 forming for concreting in hollow metal pipe, is conventionally being arranged at load-bearing pillar 2 on ground or was just building before the load-bearing pillar 2 of lower floor is connected; Build the load-bearing pillar 2 of formation for steel concrete, conventionally in mould, insert reinforcing bar, thereby then in mould concreting form load-bearing pillar 2.And, for the vertical through hole that is provided with load-bearing pillar 2, also load-bearing pillar 2 can be cast in this vertical through hole, thereby load-bearing pillar 2 can be fixed in vertical through hole.
In addition, the present invention also provides a kind of building structure, and wherein, this building structure comprises load-carrying members of the present invention.
Load-carrying members of the present invention can be in building structure, as shown in Figure 8, both can directly be connected with foundation structure, also can be connected with lower floor's load-carrying members, concrete method of attachment and connector are in above-illustrated, be easy to those skilled in the art expect and realize, repeat no more herein.
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 (13)
1. load-carrying members, these load-carrying members comprise corner (1) and load-bearing pillar (2), described corner (1) comprises multiple walling units (3), it is characterized in that, this walling unit (3) comprises the first wall (31), the second wall (32), the 3rd wall (33) and rib (34), described the first wall (31) and described the second wall (32) are parallel to each other, described the 3rd wall (33) is fixedly connected between described the first wall (31) and described the second wall (32) in one end of described the first wall (31) and described the second wall (32), described rib (34) is fixedly connected between described the first wall (31) and described the second wall (32) and with described the 3rd wall (33) and forms hollow bulb (35), described multiple walling unit (3) is piled up along short transverse, thereby make at least a portion of corresponding hollow bulb (35) form vertical through hole, described load-bearing pillar (2) is arranged in this vertical through hole,
Described walling unit (3) is obtained through solidifying by a kind of material compositions, in this material compositions, contain silica sand, cement, water reducing agent, redispersible rubber powder, fiber and water, wherein, with respect to the cement of 100 weight portions, the content of described silica sand is 350-2000 weight portion, and the content of described water reducing agent is 0.5-3.0 weight portion, the content of described redispersible rubber powder is 0.1-10 weight portion, the content of described fiber is 0.1-10 weight portion, and the content of water is 15-50 weight portion
Described fiber is one or more in synthetic fibers, inorfil, mineral fibers and string, and the length of described fiber is 1-30 millimeter, and average diameter is 0.1-100 micron;
One or more in the copolymerization rubber powder of copolymerization rubber powder, ethene and the vinyl chloride that described redispersible rubber powder is vinylacetate and ethene and the ternary polymerization rubber powder of vinyl laurate, acrylate and cinnamic copolymerization rubber powder and styrene and butadiene, the weight average molecular weight of described redispersible rubber powder is 500-20000, and mean particle diameter is 1-300 micron;
The mean particle diameter of described silica sand is 10-500 micron;
Described water reducing agent is one or more in lignosulfonates, Ppolynuclear aromatic salt and water-soluble resin sulfonate.
2. load-carrying members according to claim 1, it is characterized in that, described walling unit (3) also comprises peristome (36), this peristome (36) is positioned between described the first wall (31) and described the second wall (32), and described rib (34) is positioned between described peristome (36) and described hollow bulb (35), corresponding described peristome (36) forms vertical through hole, and described load-bearing pillar (2) is arranged at least part of this vertical through hole.
3. load-carrying members according to claim 1, is characterized in that, described load-bearing pillar (2) is metal tube.
4. load-carrying members according to claim 3, is characterized in that, described metal tube comprises more piece metal tube, and this more piece metal tube is removably fixedly connected with along short transverse.
5. according to the load-carrying members described in claim 3 or 4, it is characterized in that, in described metal tube, built concrete.
6. load-carrying members according to claim 1, is characterized in that, become 0-180 ° of angle between the peristome of adjacent two walling units (3).
7. load-carrying members according to claim 2, it is characterized in that, the height of described the first wall (31), the second wall (32), the 3rd wall (33) and rib (34) is identical, and the upper surface of described the 3rd wall (33) and described rib (34) and the upper surface flush of described the first wall (31) and described the second wall (32).
8. load-carrying members according to claim 7, is characterized in that, are provided with recess (37) on the upper surface of described rib (34) and/or soffit.
9. load-carrying members according to claim 8, is characterized in that, adjacent described vertical through hole is communicated with by described recess (37).
10. load-carrying members according to claim 9, is characterized in that, the shape of cross section of described recess (37) is trapezoidal; The degree of depth of described recess (37) is the 1/10-1/5 of the height of described rib (34).
11. load-carrying members according to claim 8, it is characterized in that, described walling unit (3) has symmetrical structure on width, and there is symmetrical structure in short transverse, and the plane towards described hollow bulb (35) of described the 3rd wall (33) and the plane towards described hollow bulb (35) of described rib (34) all vertical with the length direction of described the first wall (31).
12. load-carrying members according to claim 11, is characterized in that, described hollow bulb (35) and peristome (36) be shaped as rectangle, and the length of described peristome (36) is the 1/3-2/3 of the length of described hollow bulb (35).
13. 1 kinds of building structures, is characterized in that, this building structure comprises the load-carrying members described in above-mentioned any one claim.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010574399.6A CN102409781B (en) | 2010-09-17 | 2010-11-26 | Bearing structure and house structure |
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| CN201010290129 | 2010-09-17 | ||
| CN201010290129.2 | 2010-09-17 | ||
| CN201010574399.6A CN102409781B (en) | 2010-09-17 | 2010-11-26 | Bearing structure and house structure |
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| CN102409781A CN102409781A (en) | 2012-04-11 |
| CN102409781B true CN102409781B (en) | 2014-07-09 |
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| CN 201020637660 Expired - Lifetime CN201962826U (en) | 2010-09-17 | 2010-11-26 | Bearing structure and house structure |
| CN 201020637830 Expired - Lifetime CN201952942U (en) | 2010-09-17 | 2010-11-26 | Bearing structure and house structure |
| CN2010105742315A Pending CN102409754A (en) | 2010-09-17 | 2010-11-26 | Bearing structure and house structure |
| CN 201020637856 Expired - Lifetime CN201952966U (en) | 2010-09-17 | 2010-11-26 | Bearing structure and building structure |
| CN2010105744113A Pending CN102409793A (en) | 2010-09-17 | 2010-11-26 | Bearing structure and house structure |
| CN201010574399.6A Active CN102409781B (en) | 2010-09-17 | 2010-11-26 | Bearing structure and house structure |
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| CN 201020637660 Expired - Lifetime CN201962826U (en) | 2010-09-17 | 2010-11-26 | Bearing structure and house structure |
| CN 201020637830 Expired - Lifetime CN201952942U (en) | 2010-09-17 | 2010-11-26 | Bearing structure and house structure |
| CN2010105742315A Pending CN102409754A (en) | 2010-09-17 | 2010-11-26 | Bearing structure and house structure |
| CN 201020637856 Expired - Lifetime CN201952966U (en) | 2010-09-17 | 2010-11-26 | Bearing structure and building structure |
| CN2010105744113A Pending CN102409793A (en) | 2010-09-17 | 2010-11-26 | Bearing structure and house structure |
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| CN201962826U (en) * | 2010-09-17 | 2011-09-07 | 北京仁创科技集团有限公司 | Bearing structure and house structure |
| CN104060685A (en) * | 2013-03-20 | 2014-09-24 | 北京恒通创新赛木科技股份有限公司 | House structure |
| CN104963443A (en) * | 2014-03-05 | 2015-10-07 | 北京恒通创新赛木科技股份有限公司 | House and wall structure thereof |
| CN105756207B (en) * | 2016-04-14 | 2017-11-21 | 余德平 | A kind of modern agriculture and animal husbandry building foam concrete heat insulation building block wall structure system |
| CN107034993A (en) * | 2017-05-22 | 2017-08-11 | 中国矿业大学 | Assembled light hollow cylinder wall and building method |
| CN113272504A (en) * | 2018-11-08 | 2021-08-17 | 密歇根大学董事会 | Modular structure of a load-bearing structure made of reusable load-bearing elements |
| CN111305419A (en) * | 2020-03-30 | 2020-06-19 | 四川华远建设工程有限公司 | Masonry engineering construction process |
| CN112554331B (en) * | 2020-12-11 | 2021-12-03 | 九江学院 | Modular-design high-rise building frame mounting structure |
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Also Published As
| Publication number | Publication date |
|---|---|
| CN102409781A (en) | 2012-04-11 |
| CN201962826U (en) | 2011-09-07 |
| CN102409793A (en) | 2012-04-11 |
| CN201952942U (en) | 2011-08-31 |
| CN201952966U (en) | 2011-08-31 |
| CN102409754A (en) | 2012-04-11 |
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