CN204590326U - A kind of wallboard erects dress syndeton and uses the house of this structure - Google Patents
A kind of wallboard erects dress syndeton and uses the house of this structure Download PDFInfo
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- CN204590326U CN204590326U CN201520116746.9U CN201520116746U CN204590326U CN 204590326 U CN204590326 U CN 204590326U CN 201520116746 U CN201520116746 U CN 201520116746U CN 204590326 U CN204590326 U CN 204590326U
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Abstract
The utility model discloses the house that a kind of wallboard erects dress syndeton and uses this structure.The top of autoclaved lightweight aerated concrete side fascia is connected to below the girder steel of upper strata by upper connector, the bottom of autoclaved lightweight aerated concrete side fascia is connected on lower floor's floor or the top of lower floor's girder steel by lower connector, and autoclaved lightweight aerated concrete side fascia and warming plate are connected by the connecting bolt installed along inward-outward direction.When carrying out building operations, the top of autoclaved lightweight aerated concrete side fascia will be connected on the girder steel of upper strata by upper connector, to remove the structure preparing top concrete beam below the edge of upper strata floor, make the installation save trouble and labor of autoclaved lightweight aerated concrete side fascia between upper and lower floor plate like this.
Description
Technical field
The utility model relates to the house that a kind of wallboard erects dress syndeton and uses this structure.
Background technology
At present, along with Chinese national economy development and urbanization quickening, the continuing of China's dwelling construction develops on an unprecedented scale, and the habitat condition of people progressively improve, also more and more higher to the requirement of living quality.Simultaneously China has become the first Chan Gang big country, and steel house is suitable for factory mass and produces, and industrialization, commercialized degree are high, can design, produce, construction, integration be installed, improve housing industrialization level.National more and more higher to building products consumption standard, the material base of reality and technical condition, steel are superfluous and price falls after rise present situation is develop steel house to improve sound assurance and good opportunity, build the dwelling construction direction that housing and public buildings that use less energy and land are China's futures, on April 27th, 2012, the Ministry of Finance, house town and country construction portion combines the notice having issued " implementation guideline about accelerating to promote China's Green Architectural Development ", clearly will by setting up financial incentives mechanism, perfect standard criterion and evaluate Indicator system, advance the multiple means such as relevant technical progress and industry development, strive the year two thousand twenty, green building accounts for new building proportion more than 30%.Development housing building of steel-structure is then solve green building material and energy-conservation facility, utilizes the footholds such as the usefull space effective approach to greatest extent.Carry out factorial praluction, promote the industrialization of steel structure of housing building, have wide market development prospect.
By the steel house market survey situation to a Chinese line, tier 2 cities at present, carry out technical economic analysis comparison, think that external wall protection body cost is building the large percentage in construction cost per square meter, belong to the key, the sensible factor that affect steel work house cost, energy-conservation (by energy-conservation 50% to 65% further in conjunction with country subsequently, Beijing brings up to 75%) policy that reduces discharging, establish the research to peripheral structure.In 1 year, in succession investigate Liuzhou, Shenzhen, Wuhan, Beijing, packet header, Xi'an, parts of Shanghai steel work external wall protection body form and corresponding mounting process, several city is due to residing geographical position relation above, adopt materials for wall not identical, city on the south the Changjiang river, because its climate characteristic belongs to Xia Redong cold (or the winter is warm) area, material itself to heat-insulating property require relative North City low many when just can meet the energy conservation standard of national requirements, moreover, the wind-force crushing by snow in these areas is less, its impact on building in the north is less than on the effect of nigh-level synthesis, these features comprehensive, the heat-insulating property of the exterior wall material in these areas, the indexs such as intensity are lower than the similar building in the north, main use granular polystyrene (or other heat-insulating granules material) foam concrete plate is as external wall protection body, cost is low, quality is light, easy for installation, but this kind of plate in the north due to its intensity, the index present stages such as heat-insulating property still can not meet the minimum use feature of building in the north, be not used, in the north, steel house mainly adopts three class materials for walls, one be " sandwich " Sandwich biscuit type two-layer fiber cement board pressure in the middle of add heat insulating material or charge the concrete combined wall of low density foam, two is that the form adopting autoclaved lightweight concrete board (i.e. ALC plate) or ALC plate+warming plate to combine does exterior wall, three is that materials for wall is made in traditional building block, be aided with heat-insulation plate for external and form external heat preserving structure for exterior wall, by comparing three kinds of plates in production (generality), transport (popularity), install (convenience), the technical economic analysis of the aspects such as composite price (generalization), we unanimously feel, in Shangqiu Area and even Henan, Southern Hebei, the ground such as Shandong, ALC plate is adopted to have huge realistic meaning as exterior wall.
Chinese patent literature 201320307559.X discloses a kind of wall structure of vertical inclination, this wall structure comprises lower concrete substrate, top concrete beam, middle part autoclaved lightweight aerated concrete side fascia, junction steel plate, fluid sealant, gib headed bolt, expansion bolt, autoclaved lightweight aerated concrete side fascia is between lower concrete substrate and top concrete beam, with lower concrete substrate inside autoclaved lightweight aerated concrete side fascia, by junction steel plate and expansion bolt between top concrete beam, the connection of gib headed bolt and being fixedly connected with, seam crossing is provided with fluid sealant.But the top of autoclaved lightweight aerated concrete side fascia needs to be connected with top concrete beam upper strata floor watering concrete in this wall structure, and top concrete beam water concrete can increase upper strata floor water concrete construction workload, make the time-consuming effort of the building operations in house, the angle bar be simultaneously connected on top concrete beam by expansion bolt is limited by concrete strength, in long use procedure, easily there is situation about getting loose, the structural reliability of whole body of wall is reduced.
Utility model content
The purpose of this utility model is to provide and a kind ofly uses wallboard perpendicular dress syndeton that is reliable, easy construction, and another object of the present utility model is to provide a kind of house using this wallboard to erect dress syndeton simultaneously.
In order to realize above object, the technical scheme that the utility model deadlight erects dress syndeton is as follows:
Wallboard perpendicular dress syndeton, comprise and being in, autoclaved lightweight aerated concrete side fascia between lower floor's floor and be in the warming plate in outside of autoclaved lightweight aerated concrete side fascia, upper strata floor by bracketing on the girder steel of upper strata, lower floor's floor by bracketing on lower floor's girder steel, the top of autoclaved lightweight aerated concrete side fascia is connected to below the girder steel of upper strata by upper connector, the bottom of autoclaved lightweight aerated concrete side fascia is connected on lower floor's floor or the top of lower floor's girder steel by lower connector, autoclaved lightweight aerated concrete side fascia and warming plate are connected by the connecting bolt installed along inward-outward direction.
Upper connector comprises the mo(u)ld top half steel part of the angle bar formula below the girder steel of upper strata of being fixed on or channel-section steel formula, one sidewall paneling of mo(u)ld top half steel part is be fitted in the interior plate face of autoclaved lightweight aerated concrete side fascia is adjacent to wallboard, is adjacent to wallboard is connected in autoclaved lightweight aerated concrete side fascia top by upper fastening bolt.
Upper fastening bolt is gib headed bolt, the head hook of upper fastening bolt be connected to mo(u)ld top half steel part be adjacent on the bottom margin of wallboard, bar portion is installed on autoclaved lightweight aerated concrete side fascia top along inward-outward direction.
The bar portion of upper fastening bolt be installed on mo(u)ld top half steel part be adjacent on wallboard, head is spin-ended is assemblied in the built-in fitting of pre-buried fixing T-shaped or swallow-tail form in autoclaved lightweight aerated concrete side fascia, the notch of built-in fitting is on the interior plate face of autoclaved lightweight aerated concrete side fascia.
Lower connector comprises the channel member of the U-shaped at the top being fixed on lower floor's floor by expansion bolt or be fixed on lower floor's girder steel, channel member buckle is connected to the bottom of autoclaved lightweight aerated concrete side fascia, and the two side wall panels of channel member laminating block is inside and outside autoclaved lightweight aerated concrete side fascia on biside plate face.
Lower connector comprises the angle bar part at the top being fixed on lower floor's floor by expansion bolt or be fixed on lower floor's girder steel, and the interior plate face that a sidewall paneling of angle bar part is fitted in autoclaved lightweight aerated concrete side fascia is connected in the bottom of autoclaved lightweight aerated concrete side fascia by lower fastening bolt.
Angle bar part sinks down on the downside of the upper face of lower floor's floor, and angle bar part and lower floor's floor surround opening up filling slot, is cast with the disconnected cold bridge cement mortar of the inner termination covering lower fastening bolt in filling slot.
In the utility model, the technical scheme in house is as follows:
House, comprise the roof of body of wall and upper bracketing thereof, body of wall has the wallboard perpendicular dress syndeton being in interlayer, wallboard erects assembling structure and comprises and being in, autoclaved lightweight aerated concrete side fascia between lower floor's floor and be in the warming plate in outside of autoclaved lightweight aerated concrete side fascia, upper strata floor by bracketing on the girder steel of upper strata, lower floor's floor by bracketing on lower floor's girder steel, the top of autoclaved lightweight aerated concrete side fascia is connected to below the girder steel of upper strata by upper connector, the bottom of autoclaved lightweight aerated concrete side fascia is connected on lower floor's floor or the top of lower floor's girder steel by lower connector, autoclaved lightweight aerated concrete side fascia and warming plate are connected by the connecting bolt installed along inward-outward direction.
Upper connector comprises the mo(u)ld top half steel part of the angle bar formula below the girder steel of upper strata of being fixed on or channel-section steel formula, one sidewall paneling of mo(u)ld top half steel part is be fitted in the interior plate face of autoclaved lightweight aerated concrete side fascia is adjacent to wallboard, is adjacent to wallboard is connected in autoclaved lightweight aerated concrete side fascia top by upper fastening bolt.
In the utility model, the top of autoclaved lightweight aerated concrete side fascia is connected to below the girder steel of upper strata by upper connector, the bottom of autoclaved lightweight aerated concrete side fascia is connected on lower floor's floor or the top of lower floor's girder steel by lower connector, and autoclaved lightweight aerated concrete side fascia and warming plate are connected by the connecting bolt installed along inward-outward direction.When carrying out building operations, the top of autoclaved lightweight aerated concrete side fascia can directly be connected to below the girder steel of upper strata by upper connector, by lower connector, the bottom of autoclaved lightweight aerated concrete side fascia is connected on lower floor's floor or lower floor's girder steel again, warming plate is bolted in the outside of autoclaved lightweight aerated concrete side fascia, the structure of concrete beam need be prepared below the edge of upper strata floor compared to existing technology, in the utility model, the top of autoclaved lightweight aerated concrete side fascia will be connected on the girder steel of upper strata by upper connector, to remove the structure preparing top concrete beam below the edge of upper strata floor, so not only make autoclaved lightweight aerated concrete side fascia upper, installation save trouble and labor between lower floor's floor, and upper strata girder steel will improve the stability in whole house to the bracketing of upper strata floor, make the overall structure in house more firm.
Accompanying drawing explanation
Fig. 1 is the plane structure schematic diagram of the embodiment 1 in house of the present utility model;
Fig. 2 is the structural representation of body of wall in Fig. 1;
Fig. 3 is the structural representation of body of wall in the embodiment 2 in house of the present utility model;
Fig. 4 is the structural representation of body of wall in the embodiment 3 in house of the present utility model;
Fig. 5 is the structural representation of body of wall in the embodiment 4 in house of the present utility model;
Fig. 6 is the structural representation of body of wall in the embodiment 5 in house of the present utility model;
Fig. 7 is the structural representation of body of wall in the embodiment 6 in house of the present utility model.
Detailed description of the invention
The embodiment 1 in house in the utility model: as depicted in figs. 1 and 2, this house comprises the roof of body of wall and upper bracketing thereof, body of wall has the wallboard perpendicular dress syndeton being in interlayer, this wallboard erects dress syndeton and is followed successively by the thick reinforced concrete floor of 120mm 1 in the horizontal direction from inside to outside, the H profile steel beam 2 of HN400 × 250 × 8 × 12 specification, the thick ALC wallboard 113(of 150mm is hereinafter referred to as autoclaved lightweight aerated concrete side fascia 113), architectural surface 6 in the extruded polystyrene board 115 that 50mm is thick and 05YJ standard collective drawings, wallboard erects dress syndeton and is vertically comprising the upper strata floor arranged successively from the top down, upper strata girder steel 111, upper connector 112, autoclaved lightweight aerated concrete side fascia 113, lower connector 116, lower floor's floor 117 and lower floor's girder steel 118, autoclaved lightweight aerated concrete side fascia 113 to be connected the warming plate 115 be close on outer panel face by connecting bolt 114, and its at the middle and upper levels girder steel 111 bracketing below the edge of upper strata floor, lower floor's girder steel 118 bracketing is below the edge of lower floor's floor 117, to be fixed on bearing column by the two ends of upper strata girder steel 111 and lower floor's girder steel 118, upper strata girder steel 111 and lower floor's girder steel 118 is made to be supporting part in whole wallboard perpendicular dress syndeton, the below that the top of autoclaved lightweight aerated concrete side fascia 113 is fixed on upper strata girder steel 111 by upper connector 112 realizes fixing autoclaved lightweight aerated concrete side fascia 113, and the bottom of autoclaved lightweight aerated concrete side fascia 113 is connected to location lower floor's floor 117 realized to autoclaved lightweight aerated concrete side fascia 113 by lower connector 116, connected by the bolt between autoclaved lightweight aerated concrete side fascia 113 and warming plate 115 again and realize fixing warming plate 115.
Upper connector 112 is made up of fixing (can weld or bolt connects) angle bar 1121 below the bottom flange of upper strata girder steel 111 and the gib headed bolt 1122 be connected between angle bar 1121 and autoclaved lightweight aerated concrete side fascia 113, angle bar 1121 is in the inner side of autoclaved lightweight aerated concrete side fascia 113, one sidewall paneling of angle bar 1121 is close on the bottom surface of the bottom flange of upper strata girder steel 111, opposite side wallboard is close on the interior plate face of autoclaved lightweight aerated concrete side fascia 113, the bar portion of gib headed bolt 1122 is installed on the top of autoclaved lightweight aerated concrete side fascia 113 along inward-outward direction, head hook is welded in the wallboard lower edge of angle bar 1121 after connecting, the outer end, bar portion of gib headed bolt 1122 is in the counterbore that the outer panel face of autoclaved lightweight aerated concrete side fascia 113 is offered, and in this counterbore, be equipped with the clamp nut of spinning on the external end head in the bar portion of gib headed bolt, to make the top of autoclaved lightweight aerated concrete wallboard 113 by being welded and fixed together between gib headed bolt 1122 and the angle bar 1121 being transferred on the bottom flange of upper strata girder steel 111, realize fixing autoclaved lightweight aerated concrete side fascia 113 top.
The outer end of connecting bolt 114 is in the counterbore that the outer panel face of warming plate 115 is offered, and in this counterbore, be equipped with the outer attaching nut of spinning on the external end head of connecting bolt 114; The inner of connecting bolt 114 is in the counterbore that the interior plate face of autoclaved lightweight aerated concrete side fascia 113 is offered, and be equipped with in this counterbore spinning in the inner termination of connecting bolt 114 in attaching nut, to be connected by common bolt to make warming plate 115 and autoclaved lightweight aerated concrete side fascia 113 and to achieve a fixed connection, namely utilize Churn drill punching, plain bolt perforation, connect, realize the connection of warming plate 115 and autoclaved lightweight aerated concrete side fascia 113.
Lower connector 116 is made up of the channel-section steel 1161 of the U-shaped steel card form above the edge being fixed on lower floor's floor 117 by expansion bolt, the notch of this channel-section steel 1161 upward and the buckle that coincide is connected to the bottom of autoclaved lightweight aerated concrete side fascia 113, the outside wallboard of channel-section steel 1161 and the lateral surface of lower floor's floor 117 flush and are close to block on the outer panel face of autoclaved lightweight aerated concrete side fascia 113, the inner side wall plate of channel-section steel 1161 is close to block on the interior plate face of autoclaved lightweight aerated concrete side fascia 113, to be realized by channel-section steel 1161 and expansion bolt to make the bottom of autoclaved lightweight aerated concrete side fascia 113 and the connection of lower floor's floor 117.
In the present embodiment, the plane structure in house is: the lateral surface of girder steel and column flushes, and wall body structure is: wallboard+warming plate 115.This group wallboard is the thick ALC plate of 150 ~ 200mm, warming plate 115 is other plate such as 40 ~ 90mmXPS warming plate 115 or rock cotton board, wallboard plan-position is with beam column crust neat, bottom forms entirety by different syndetons and floor or girder steel, top by and girder steel bottom flange be connected to form main stress district.
The embodiment 2 in house in the utility model: as shown in Figure 3, the wallboard in house erects dress syndeton and comprises the upper strata floor arranged successively from the top down, upper strata girder steel 211, upper connector 212, autoclaved lightweight aerated concrete side fascia 213, lower connector 216, lower floor's floor 217 and lower floor's girder steel 218, autoclaved lightweight aerated concrete side fascia 213 to be connected the warming plate 215 be close on outer panel face by connecting bolt 214, and its at the middle and upper levels girder steel 211 bracketing below the edge of upper strata floor, lower floor's girder steel 218 bracketing is below the edge of lower floor's floor 217, to be fixed on bearing column by the two ends of upper strata girder steel 211 and lower floor's girder steel 218, upper strata girder steel 211 and lower floor's girder steel 218 is made to be supporting part in whole wallboard perpendicular dress syndeton, the below that the top of autoclaved lightweight aerated concrete side fascia 213 is fixed on upper strata girder steel 211 by upper connector 212 realizes fixing autoclaved lightweight aerated concrete side fascia 213, and the bottom of autoclaved lightweight aerated concrete side fascia 213 is connected to location lower floor's floor 217 realized to autoclaved lightweight aerated concrete side fascia 213 by lower connector 216, connected by the bolt between autoclaved lightweight aerated concrete side fascia 213 and warming plate 215 again and realize fixing warming plate 215.
Upper connector 212 is made up of fixing (can weld or bolt connects) upper angle bar 2121 below the bottom flange of upper strata girder steel 211 and the upper gib headed bolt 2122 be connected between angle bar 2121 and autoclaved lightweight aerated concrete side fascia 213, upper angle bar 2121 is in the inner side of autoclaved lightweight aerated concrete side fascia 213, one sidewall paneling of upper angle bar 2121 is close on the bottom surface of the bottom flange of upper strata girder steel 211, opposite side wallboard is close on the interior plate face of autoclaved lightweight aerated concrete side fascia 213, the bar portion of upper gib headed bolt 2122 is installed on the top of autoclaved lightweight aerated concrete side fascia 213 along inward-outward direction, head hook is welded in the wallboard lower edge of angle bar 2121 after connecting, the outer end, bar portion of upper gib headed bolt 2122 is in the counterbore that the outer panel face of autoclaved lightweight aerated concrete side fascia 213 is offered, and in this counterbore, be equipped with the upper clamp nut of spinning on the external end head in the bar portion of upper gib headed bolt 2122, welded together by upper gib headed bolt 2122 and the upper angle bar 2121 be assemblied on the bottom flange of upper strata girder steel 211 to make the top of autoclaved lightweight aerated concrete side fascia 213, realize fixing autoclaved lightweight aerated concrete side fascia 213 top.
The outer end of connecting bolt 214 is in the counterbore that the outer panel face of warming plate 215 is offered, and in this counterbore, be equipped with the outer attaching nut of spinning on the external end head of connecting bolt 214; The inner of connecting bolt 214 is in the counterbore that the interior plate face of autoclaved lightweight aerated concrete side fascia 213 is offered, and be equipped with in this counterbore spinning in the inner termination of connecting bolt 214 in attaching nut, to be connected by common bolt to make warming plate 215 and autoclaved lightweight aerated concrete side fascia 213 and to achieve a fixed connection, namely utilize Churn drill punching, plain bolt perforation, connect, realize the connection of warming plate 215 and autoclaved lightweight aerated concrete side fascia 213.
Lower connector 216 is made up of the lower angle bar 2161 be fixed on by expansion bolt on the edge of lower floor's floor 217 and the lower gib headed bolt 2162 be connected between lower angle bar 2161 and autoclaved lightweight aerated concrete side fascia 213, lower angle bar 2161 is in the inner side of autoclaved lightweight aerated concrete side fascia 213, one sidewall paneling of lower angle bar 2161 is close on the upper face of lower floor's floor 217, opposite side wallboard is close on the interior plate face of autoclaved lightweight aerated concrete side fascia 213, the bar portion of lower gib headed bolt 2162 is installed on the bottom of autoclaved lightweight aerated concrete side fascia 213 along inward-outward direction, head hook is welded in the upper edge of the wallboard of lower angle bar 2161 after connecting, the outer end, bar portion of lower gib headed bolt 2162 is in the counterbore that the outer panel face of autoclaved lightweight aerated concrete side fascia 213 is offered, and in counterbore, be equipped with the lower clamp nut of spinning on the bar portion external end head of lower gib headed bolt 2162, to make the bottom of autoclaved lightweight aerated concrete side fascia 213 by being welded and fixed together between lower gib headed bolt 2162 and the angle bar being fixed on lower floor's floor 217 with expansion bolt.
The embodiment 3 in house in the utility model: as shown in Figure 4, the wallboard in house erects dress syndeton and comprises the upper strata floor arranged successively from the top down, upper strata girder steel 311, upper connector 312, autoclaved lightweight aerated concrete side fascia 313, lower connector 316, lower floor's floor 317 and lower floor's girder steel 318, autoclaved lightweight aerated concrete side fascia 313 to be connected the warming plate 315 be close on outer panel face by connecting bolt 314, and its at the middle and upper levels girder steel 311 bracketing below the edge of upper strata floor, lower floor's girder steel 318 bracketing is below the edge of lower floor's floor 317, to be fixed on bearing column by the two ends of upper strata girder steel 311 and lower floor's girder steel 318, upper strata girder steel 311 and lower floor's girder steel 318 is made to be supporting part in whole wallboard perpendicular dress syndeton, the below that the top of autoclaved lightweight aerated concrete side fascia 313 is fixed on upper strata girder steel 311 by upper connector 312 realizes fixing autoclaved lightweight aerated concrete side fascia 313, and the bottom of autoclaved lightweight aerated concrete side fascia 313 is connected to location lower floor's floor 317 realized to autoclaved lightweight aerated concrete side fascia 313 by lower connector 316, connected by the bolt between autoclaved lightweight aerated concrete side fascia 313 and warming plate 315 again and realize fixing warming plate 315.
Upper connector 312 is made up of fixing (can weld or bolt connects) upper angle bar 3121 below the bottom flange of upper strata girder steel 311 and the upper gib headed bolt 3122 be connected between angle bar 3121 and autoclaved lightweight aerated concrete side fascia 313, upper angle bar 3121 is in the inner side of autoclaved lightweight aerated concrete side fascia 313, one sidewall paneling of upper angle bar 3121 is close on the bottom surface of the bottom flange of upper strata girder steel 311, opposite side wallboard is close on the interior plate face of autoclaved lightweight aerated concrete side fascia 313, the bar portion of upper gib headed bolt 3122 is installed on the top of autoclaved lightweight aerated concrete side fascia 313 along inward-outward direction, head hook is welded in the wallboard lower edge of angle bar 3121 after connecting, the outer end, bar portion of upper gib headed bolt 3122 is in the counterbore that the outer panel face of autoclaved lightweight aerated concrete side fascia 313 is offered, and in this counterbore, be equipped with the upper clamp nut of spinning on the external end head in the bar portion of upper gib headed bolt 3122, to make the top of autoclaved lightweight aerated concrete side fascia 313 by being welded and fixed together between upper gib headed bolt 3122 and the upper angle bar 3121 being assemblied on the bottom flange of upper strata girder steel 311, realize fixing autoclaved lightweight aerated concrete side fascia 313 top.
The outer end of connecting bolt 314 is in the counterbore that the outer panel face of warming plate 315 is offered, and in this counterbore, be equipped with the outer attaching nut of spinning on the external end head of connecting bolt 314; The inner of connecting bolt 314 is in the counterbore that the interior plate face of autoclaved lightweight aerated concrete side fascia 313 is offered, and be equipped with in this counterbore spinning in the inner termination of connecting bolt 314 in attaching nut, to be connected by common bolt to make warming plate 315 and autoclaved lightweight aerated concrete side fascia 313 and to achieve a fixed connection, namely utilize that Churn drill punches, plain bolt perforation, connect the connection realizing warming plate 315 and autoclaved lightweight aerated concrete side fascia 313.
Bottom and the lower connector 316 of autoclaved lightweight aerated concrete side fascia 313 are in the edge seam of lower floor's floor 317, lower connector 316 is made up of the lower angle bar 3161 be fixed on by expansion bolt on the bottom surface of seam and the lower gib headed bolt 3162 be connected between lower angle bar 3161 and autoclaved lightweight aerated concrete side fascia 313, lower angle bar 3161 is in the inner side of autoclaved lightweight aerated concrete side fascia 313, one sidewall paneling of lower angle bar 3161 is close on the bottom surface of seam, opposite side wallboard is close on the interior plate face of autoclaved lightweight aerated concrete side fascia 313, the bar portion of lower gib headed bolt 3162 is installed on the bottom of autoclaved lightweight aerated concrete side fascia 313 along inward-outward direction, head hook is welded in the upper edge of the wallboard of lower angle bar 3161 after connecting, the outer end, bar portion of lower gib headed bolt 3162 is in the counterbore that the outer panel face of autoclaved lightweight aerated concrete side fascia 313 is offered, and in counterbore, be equipped with the lower clamp nut of spinning on the bar portion external end head of lower gib headed bolt 3162, the dihedral inner concave of lower angle bar 3161 and the step surface of seam surround notch filling slot upward, sink down on the downside of the upper face of lower floor's floor 317 to make angle bar, and the disconnected cold bridge cement mortar 319 of the termination of gib headed bolt 3162 be cast with covering in filling slot under, to make autoclaved lightweight aerated concrete side fascia 313 by lower gib headed bolt 3162 with after welding with the lower angle bar 3161 that expansion bolt is fixed on lower floor's floor 317, lower floor's floor 317 seam makes local, edge drop, extend the path that cold bridge is propagated, and the disconnected cold bridge cement mortar 319 of rear cast covers the head of the lower gib headed bolt 3162 bottom autoclaved lightweight aerated concrete side fascia 313 substantially, can be attractive in appearance and easily fit up.
The embodiment 4 in house in the utility model: as shown in Figure 5, the wallboard in house erects dress syndeton and comprises the upper strata floor arranged successively from the top down, upper strata girder steel 411, upper connector 412, autoclaved lightweight aerated concrete side fascia 413, lower connector 416, lower floor's floor 417 and lower floor's girder steel 418, autoclaved lightweight aerated concrete side fascia 413 to be connected the warming plate 415 be close on outer panel face by connecting bolt 414, and its at the middle and upper levels girder steel 411 bracketing below the edge of upper strata floor, lower floor's girder steel 418 bracketing is below the edge of lower floor's floor 417, to be fixed on bearing column by the two ends of upper strata girder steel 411 and lower floor's girder steel 418, upper strata girder steel 411 and lower floor's girder steel 418 is made to be supporting part in whole wallboard perpendicular dress syndeton, the below that the top of autoclaved lightweight aerated concrete side fascia 413 is fixed on upper strata girder steel 411 by upper connector 412 realizes fixing autoclaved lightweight aerated concrete side fascia 413, and the bottom of autoclaved lightweight aerated concrete side fascia 413 is connected to location lower floor's girder steel 418 realized to autoclaved lightweight aerated concrete side fascia 413 by lower connector 416, connected by the bolt between autoclaved lightweight aerated concrete side fascia 413 and warming plate 415 again and realize fixing warming plate 415.
Upper connector 412 is made up of fixing (can weld or bolt connects) angle bar 4121 below the bottom flange of upper strata girder steel 411 and the gib headed bolt 4122 be connected between angle bar 4121 and autoclaved lightweight aerated concrete side fascia 413, angle bar 4121 is in the inner side of autoclaved lightweight aerated concrete side fascia 413, one sidewall paneling of angle bar 4121 is close on the bottom surface of the bottom flange of upper strata girder steel 411, opposite side wallboard is close on the interior plate face of autoclaved lightweight aerated concrete side fascia 413, the bar portion of gib headed bolt 4122 is installed on the top of autoclaved lightweight aerated concrete side fascia 413 along inward-outward direction, head hook is welded in the wallboard lower edge of angle bar 4121 after connecting, the outer end, bar portion of gib headed bolt 4122 is in the counterbore that the outer panel face of autoclaved lightweight aerated concrete side fascia 413 is offered, and in this counterbore, be equipped with the upper clamp nut of spinning on the external end head in the bar portion of gib headed bolt 4122, to make the top of autoclaved lightweight aerated concrete side fascia 413 by being welded and fixed together between gib headed bolt 4122 and the angle bar 4121 being assemblied on the bottom flange of upper strata girder steel 411, realize fixing autoclaved lightweight aerated concrete side fascia 413 top.
The outer end of connecting bolt 414 is in the counterbore that the outer panel face of warming plate 415 is offered, and in this counterbore, be equipped with the outer attaching nut of spinning on the external end head of connecting bolt 414; The inner of connecting bolt 414 is in the counterbore that the interior plate face of autoclaved lightweight aerated concrete side fascia 413 is offered, and be equipped with in this counterbore spinning in the inner termination of connecting bolt 414 in attaching nut, to be connected by common bolt to make warming plate 415 and autoclaved lightweight aerated concrete side fascia 413 and to achieve a fixed connection, namely utilize that Churn drill punches, plain bolt perforation, the bonding connection realizing warming plate 415 and autoclaved lightweight aerated concrete side fascia 413.
The bottom of autoclaved lightweight aerated concrete side fascia 413 and lower connector 416 are in the outside of lower floor's floor 417, lower connector 416 is made up of the channel-section steel 4161 of the U-shaped steel card form on the top flange being welded on lower floor's girder steel 418, the notch of this channel-section steel 4161 upward and the buckle that coincide is connected to the bottom of autoclaved lightweight aerated concrete side fascia 413, the outside wallboard of channel-section steel 4161 and the outside of lower floor's girder steel 418 flush and are close to block on the outer panel face of autoclaved lightweight aerated concrete side fascia 413, the inner side wall plate of channel-section steel 4161 is close to block on the interior plate face of autoclaved lightweight aerated concrete side fascia 413, the top of the inner side wall plate of channel-section steel 4161 is in below the upper face of lower floor's floor 417, and every being located between the lateral surface of lower floor's floor 417 and the interior plate face of autoclaved lightweight aerated concrete side fascia 413, welded together by the top flange of channel-section steel 4161 and lower floor's girder steel 418 to make the bottom of autoclaved lightweight aerated concrete side fascia 413.
The embodiment 5 in house in the utility model: as shown in Figure 6, the wallboard in house erects dress syndeton and comprises the upper strata floor arranged successively from the top down, upper strata girder steel 511, upper connector 512, autoclaved lightweight aerated concrete side fascia 513, lower connector 516, lower floor's floor 517 and lower floor's girder steel 518, autoclaved lightweight aerated concrete side fascia 513 to be connected the warming plate 515 be close on outer panel face by connecting bolt 514, and its at the middle and upper levels girder steel 511 bracketing below the edge of upper strata floor, lower floor's girder steel 518 bracketing is below the edge of lower floor's floor 517, to be fixed on bearing column by the two ends of upper strata girder steel 511 and lower floor's girder steel 518, upper strata girder steel 511 and lower floor's girder steel 518 is made to be supporting part in whole wallboard perpendicular dress syndeton, the below that the top of autoclaved lightweight aerated concrete side fascia 513 is fixed on upper strata girder steel 511 by upper connector 512 realizes fixing autoclaved lightweight aerated concrete side fascia 513, and the bottom of autoclaved lightweight aerated concrete side fascia 513 is connected to location lower floor's girder steel 518 realized to autoclaved lightweight aerated concrete side fascia 513 by lower connector 516, connected by the bolt between autoclaved lightweight aerated concrete side fascia 513 and warming plate 515 again and realize fixing warming plate 515.
Upper connector 512 comprises fixing (can weld or bolt connection) the upper angle bar 5121 below the bottom flange of upper strata girder steel 511 and the T-shaped bolt 5122 be connected between angle bar 5121 and autoclaved lightweight aerated concrete side fascia 513, upper angle bar 5121 is in the inner side of autoclaved lightweight aerated concrete side fascia 513, and a sidewall paneling of upper angle bar 5121 is close on the bottom surface of the bottom flange of upper strata girder steel 511, opposite side wallboard is close on the interior plate face of autoclaved lightweight aerated concrete side fascia 513, the bar portion of T-shaped bolt 5122 is on the vertical wallboard being installed on upper angle bar 5121 outside to inside, head is spin-ended to be assemblied in the pre-buried steel tank 131 of the RX type at 1/2 place of autoclaved lightweight concrete board width, the right-hand member in the bar portion of T-shaped bolt 5122 stretches out from the inner side of the vertical wallboard of upper angle bar 5121, extension is installed with the upper clamp nut of block inside vertical wallboard, and the head of T-shaped bolt 5122 is assemblied in the T-slot steel portion of pre-buried steel frid 5131 along wall length direction guiding, be bolted together by T-shaped bolt 5122 and the upper angle bar 5121 be assemblied on the bottom flange of upper strata girder steel 511 to make autoclaved lightweight aerated concrete side fascia 513, realize fixing the hinged of top of autoclaved lightweight aerated concrete side fascia 513.
The inner of connecting bolt 514 is in the counterbore that the outer panel face of warming plate 515 is offered, and in this counterbore, be equipped with the outer attaching nut of spinning on the external end head of connecting bolt 514; The inner of connecting bolt 514 is in the counterbore that the interior plate face of autoclaved lightweight aerated concrete side fascia 513 is offered, and be equipped with in this counterbore spinning in the inner termination of connecting bolt 514 in attaching nut, to be connected by common bolt to make warming plate 515 and autoclaved lightweight aerated concrete side fascia 513 and to achieve a fixed connection, namely utilize that Churn drill punches, plain bolt perforation, connect the connection realizing warming plate 515 and autoclaved lightweight aerated concrete side fascia 513.
The bottom of autoclaved lightweight aerated concrete side fascia 513 and lower connector 516 are in the outside of lower floor's floor 517, lower connector 516 comprises fixing (can weld or bolt connect) lower angle bar 5161 on the top flange of lower floor's girder steel 518 and the gib headed bolt 5162 be connected between lower angle bar 5161 and autoclaved lightweight aerated concrete side fascia 513 is formed, angle bar 5161 is wherein played to be between autoclaved lightweight aerated concrete side fascia 513 and lower floor's floor 517, the horizontal wallboard of lower angle bar 5161 is close on the end face of the top flange of lower floor's girder steel 518, vertical wallboard is close on the interior plate face of autoclaved lightweight aerated concrete side fascia 513, and lower angle bar sinks to the below of the upper face of lower floor plate 517 for 5161 times, the bar portion of gib headed bolt 5162 is installed on the bottom of autoclaved lightweight aerated concrete side fascia 513 along inward-outward direction, head hook is welded in the vertical wallboard upper edge of lower angle bar 5161 after connecting, the outer end, bar portion of gib headed bolt 5162 is in the counterbore that the outer panel face of autoclaved lightweight aerated concrete side fascia 513 is offered, and in this counterbore, be equipped with the lower clamp nut of spinning on the external end head in the bar portion of gib headed bolt 5162, lower angle bar 5161 and lower floor's floor 517 surround notch filling slot upward, the disconnected cold bridge cement mortar 519 of the inner termination covering gib headed bolt 5162 is cast with in filling slot, this disconnected cold bridge cement mortar 519 sandwiched is fixed between lower floor's floor 517 and autoclaved lightweight aerated concrete side fascia 513, realize the fixing of the bottom of autoclaved lightweight aerated concrete side fascia 513, and after the disconnected cold bridge cement mortar 519 made of concrete of cast cover the inner of the gib headed bolt 5162 bottom autoclaved lightweight aerated concrete side fascia 513, can be attractive in appearance and easily fit up.
The embodiment 6 in house in the utility model: as shown in Figure 7, the wallboard in house erects dress syndeton and comprises the upper strata floor arranged successively from the top down, upper strata girder steel 611, upper connector 612, autoclaved lightweight aerated concrete side fascia 613, lower connector 616, lower floor's floor 617 and lower floor's girder steel 618, autoclaved lightweight aerated concrete side fascia 613 to be connected the warming plate 615 be close on outer panel face by connecting bolt 614, and its at the middle and upper levels girder steel 611 bracketing below the edge of upper strata floor, lower floor's girder steel 618 bracketing is below the edge of lower floor's floor 617, to be fixed on bearing column by the two ends of upper strata girder steel 611 and lower floor's girder steel 618, upper strata girder steel 611 and lower floor's girder steel 618 is made to be supporting part in whole wallboard perpendicular dress syndeton, the below that the top of autoclaved lightweight aerated concrete side fascia 613 is fixed on upper strata girder steel 611 by upper connector 612 realizes fixing autoclaved lightweight aerated concrete side fascia 613, and the bottom of autoclaved lightweight aerated concrete side fascia 613 is connected to location lower floor's girder steel 618 realized to autoclaved lightweight aerated concrete side fascia 613 by lower connector 616, connected by the bolt between autoclaved lightweight aerated concrete side fascia 613 and warming plate 615 again and realize fixing warming plate 615.
Upper connector 612 is made up of fixing (can weld or bolt connects) upper angle bar 6121 below the bottom flange of upper strata girder steel 611 and the upper gib headed bolt 6122 be connected between angle bar 6121 and autoclaved lightweight aerated concrete side fascia 613, upper angle bar 6121 is in the inner side of autoclaved lightweight aerated concrete side fascia 613, one sidewall paneling of upper angle bar 6121 is close on the bottom surface of the bottom flange of upper strata girder steel 611, opposite side wallboard is close on the interior plate face of autoclaved lightweight aerated concrete side fascia 613, the bar portion of upper gib headed bolt 6122 is installed on the top of autoclaved lightweight aerated concrete side fascia 613 along inward-outward direction, head hook is welded in the wallboard lower edge of angle bar 6121 after connecting, the outer end, bar portion of upper gib headed bolt 6122 is in the counterbore that the outer panel face of autoclaved lightweight aerated concrete side fascia 613 is offered, and in this counterbore, be equipped with the upper clamp nut of spinning on the external end head in the bar portion of upper gib headed bolt 6122, welded together by upper gib headed bolt 6122 and the upper angle bar 6121 be assemblied on the bottom flange of upper strata girder steel 611 to make the top of autoclaved lightweight aerated concrete side fascia 613, realize fixing autoclaved lightweight aerated concrete side fascia 613 top.
The inner of connecting bolt 614 is in the counterbore that the outer panel face of warming plate 615 is offered, and in this counterbore, be equipped with the outer attaching nut of spinning on the external end head of connecting bolt 614; The inner of connecting bolt 614 is in the counterbore that the interior plate face of autoclaved lightweight aerated concrete side fascia 613 is offered, and be equipped with in this counterbore spinning in the inner termination of connecting bolt 614 in attaching nut, to be connected by common bolt to make warming plate 615 and autoclaved lightweight aerated concrete side fascia 613 and to achieve a fixed connection, namely utilize that Churn drill punches, plain bolt perforation, the bonding connection realizing warming plate 615 and autoclaved lightweight aerated concrete side fascia 613.
The bottom of autoclaved lightweight aerated concrete side fascia 613 and lower connector 616 are in the outside of lower floor's floor 617, lower connector 616 is made up of the lower angle bar 6161 be fixed on by expansion bolt on the top flange end face of lower floor's girder steel 618 and the lower gib headed bolt 6162 be connected between lower angle bar 6161 and autoclaved lightweight aerated concrete side fascia 613, lower angle bar 6161 is in the inner side of autoclaved lightweight aerated concrete side fascia 613, the horizontal wallboard of lower angle bar 6161 is close on the end face of the top flange of lower floor's girder steel 618, vertical wallboard is close on the interior plate face of autoclaved lightweight aerated concrete side fascia 613, the bar portion of lower gib headed bolt 6162 is installed on the bottom of autoclaved lightweight aerated concrete side fascia 613 along inward-outward direction, head hook is welded in the upper edge of the wallboard of lower angle bar 6161 after connecting, the outer end, bar portion of lower gib headed bolt 6162 is in the counterbore that the outer panel face of autoclaved lightweight aerated concrete side fascia 613 is offered, and in counterbore, be equipped with the lower clamp nut of spinning on the bar portion external end head of lower gib headed bolt 6162, lower angle bar 6161 and lower floor's floor 617 surround notch filling slot upward, the disconnected cold bridge cement mortar 619 of the head covering lower gib headed bolt 6162 is cast with in filling slot, this disconnected cold bridge cement mortar 619 sandwiched is fixed between lower floor's floor 617 and autoclaved lightweight aerated concrete side fascia 613, realize the fixing of the bottom of autoclaved lightweight aerated concrete side fascia 613, and after the disconnected cold bridge cement mortar 619 made of concrete of cast cover the inner of the gib headed bolt bottom autoclaved lightweight aerated concrete side fascia 613, can be attractive in appearance and easily fit up.
In the above-described embodiments, upper and lower connector is that fixed mutual pairing uses, and in other embodiments, each upper and lower connector also can match arbitrarily use.
In the above-described embodiments, in upper connector, gib headed bolt is connected with upper strata girder steel by angle bar, and in other embodiments, this angle bar also can with replacements such as channel-section steels.
The utility model deadlight erects the embodiment of dress syndeton: it is identical that structure and above-described embodiment deadlight that the present embodiment deadlight erects dress syndeton erect the structure filling syndeton, therefore repeats no more.
Claims (9)
1. wallboard perpendicular dress syndeton, comprise and being in, autoclaved lightweight aerated concrete side fascia between lower floor's floor and be in the warming plate in outside of autoclaved lightweight aerated concrete side fascia, upper strata floor by bracketing on the girder steel of upper strata, lower floor's floor by bracketing on lower floor's girder steel, it is characterized in that, the top of autoclaved lightweight aerated concrete side fascia is connected to below the girder steel of upper strata by upper connector, the bottom of autoclaved lightweight aerated concrete side fascia is connected on lower floor's floor or the top of lower floor's girder steel by lower connector, autoclaved lightweight aerated concrete side fascia and warming plate are connected by the connecting bolt installed along inward-outward direction.
2. wallboard according to claim 1 perpendicular dress syndeton, it is characterized in that, upper connector comprises the mo(u)ld top half steel part of the angle bar formula below the girder steel of upper strata of being fixed on or channel-section steel formula, one sidewall paneling of mo(u)ld top half steel part is be fitted in the interior plate face of autoclaved lightweight aerated concrete side fascia is adjacent to wallboard, is adjacent to wallboard is connected in autoclaved lightweight aerated concrete side fascia top by upper fastening bolt.
3. wallboard according to claim 2 perpendicular dress syndeton, it is characterized in that, upper fastening bolt is gib headed bolt, the head hook of upper fastening bolt be connected to mo(u)ld top half steel part be adjacent on the bottom margin of wallboard, bar portion is installed on autoclaved lightweight aerated concrete side fascia top along inward-outward direction.
4. wallboard according to claim 2 perpendicular dress syndeton, it is characterized in that, the bar portion of upper fastening bolt be installed on mo(u)ld top half steel part be adjacent on wallboard, head is spin-ended is assemblied in the built-in fitting of pre-buried fixing T-shaped or swallow-tail form in autoclaved lightweight aerated concrete side fascia, the notch of built-in fitting is on the interior plate face of autoclaved lightweight aerated concrete side fascia.
5. wallboard as claimed in any of claims 1 to 4 perpendicular dress syndeton, it is characterized in that, lower connector comprises the channel member of the U-shaped at the top being fixed on lower floor's floor by expansion bolt or be fixed on lower floor's girder steel, channel member buckle is connected to the bottom of autoclaved lightweight aerated concrete side fascia, and the two side wall panels of channel member laminating block is inside and outside autoclaved lightweight aerated concrete side fascia on biside plate face.
6. wallboard as claimed in any of claims 1 to 4 perpendicular dress syndeton, it is characterized in that, lower connector comprises the angle bar part at the top being fixed on lower floor's floor by expansion bolt or be fixed on lower floor's girder steel, and the interior plate face that a sidewall paneling of angle bar part is fitted in autoclaved lightweight aerated concrete side fascia is connected in the bottom of autoclaved lightweight aerated concrete side fascia by lower fastening bolt.
7. wallboard according to claim 6 perpendicular dress syndeton, it is characterized in that, angle bar part sinks down on the downside of the upper face of lower floor's floor, and angle bar part and lower floor's floor surround opening up filling slot, is cast with the disconnected cold bridge cement mortar of the inner termination covering lower fastening bolt in filling slot.
8. house, comprise the roof of body of wall and upper bracketing thereof, body of wall has the wallboard perpendicular dress syndeton being in interlayer, wallboard erects assembling structure and comprises and being in, autoclaved lightweight aerated concrete side fascia between lower floor's floor and be in the warming plate in outside of autoclaved lightweight aerated concrete side fascia, upper strata floor by bracketing on the girder steel of upper strata, lower floor's floor by bracketing on lower floor's girder steel, it is characterized in that, the top of autoclaved lightweight aerated concrete side fascia is connected to below the girder steel of upper strata by upper connector, the bottom of autoclaved lightweight aerated concrete side fascia is connected on lower floor's floor or the top of lower floor's girder steel by lower connector, autoclaved lightweight aerated concrete side fascia and warming plate are connected by the connecting bolt installed along inward-outward direction.
9. house according to claim 8, it is characterized in that, upper connector comprises the mo(u)ld top half steel part of the angle bar formula below the girder steel of upper strata of being fixed on or channel-section steel formula, one sidewall paneling of mo(u)ld top half steel part is be fitted in the interior plate face of autoclaved lightweight aerated concrete side fascia is adjacent to wallboard, is adjacent to wallboard is connected in autoclaved lightweight aerated concrete side fascia top by upper fastening bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520116746.9U CN204590326U (en) | 2015-02-26 | 2015-02-26 | A kind of wallboard erects dress syndeton and uses the house of this structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520116746.9U CN204590326U (en) | 2015-02-26 | 2015-02-26 | A kind of wallboard erects dress syndeton and uses the house of this structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133725A (en) * | 2015-08-31 | 2015-12-09 | 甘秀明 | Manufacturing method of steel structure building and steel structure building |
| CN106894571A (en) * | 2017-01-23 | 2017-06-27 | 中国建筑第八工程局有限公司 | Half built-in precast concrete sandwich heat preservation wallboard and its assembly system and construction method |
| CN109972769A (en) * | 2019-03-30 | 2019-07-05 | 中清大科技股份有限公司 | A kind of exterior-wall heat insulation support hanging plate and its production and installation method |
-
2015
- 2015-02-26 CN CN201520116746.9U patent/CN204590326U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133725A (en) * | 2015-08-31 | 2015-12-09 | 甘秀明 | Manufacturing method of steel structure building and steel structure building |
| CN106894571A (en) * | 2017-01-23 | 2017-06-27 | 中国建筑第八工程局有限公司 | Half built-in precast concrete sandwich heat preservation wallboard and its assembly system and construction method |
| CN109972769A (en) * | 2019-03-30 | 2019-07-05 | 中清大科技股份有限公司 | A kind of exterior-wall heat insulation support hanging plate and its production and installation method |
| CN109972769B (en) * | 2019-03-30 | 2024-02-13 | 中清大科技股份有限公司 | External wall heat insulation support hanging plate and manufacturing and mounting method thereof |
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