CN204590316U - The perpendicular dress syndeton of a kind of house and side fascia thereof - Google Patents

The perpendicular dress syndeton of a kind of house and side fascia thereof Download PDF

Info

Publication number
CN204590316U
CN204590316U CN201520116732.7U CN201520116732U CN204590316U CN 204590316 U CN204590316 U CN 204590316U CN 201520116732 U CN201520116732 U CN 201520116732U CN 204590316 U CN204590316 U CN 204590316U
Authority
CN
China
Prior art keywords
floor
alc plate
upper strata
girder steel
connector
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201520116732.7U
Other languages
Chinese (zh)
Inventor
方德杰
秦海琴
陈思礼
张芳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HENAN YAYING STEEL CURTAIN WALL ENGINEERING Co Ltd
Original Assignee
HENAN YAYING STEEL CURTAIN WALL ENGINEERING Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by HENAN YAYING STEEL CURTAIN WALL ENGINEERING Co Ltd filed Critical HENAN YAYING STEEL CURTAIN WALL ENGINEERING Co Ltd
Priority to CN201520116732.7U priority Critical patent/CN204590316U/en
Application granted granted Critical
Publication of CN204590316U publication Critical patent/CN204590316U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Building Environments (AREA)

Abstract

The utility model discloses the perpendicular dress syndeton of a kind of house and side fascia thereof.The top of ALC plate is connected to below the upper strata girder steel of bracketing below the floor of upper strata by upper connector, the bottom of ALC plate to be connected on lower floor's floor by lower connector or the top of lower floor's girder steel of bracketing below lower floor's floor.When carrying out building operations, the top of ALC plate can directly be connected to below the girder steel of upper strata by upper connector, by lower connector, the bottom of ALC plate is connected on lower floor's floor again, therefore the top of this ALC plate 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 the installation save trouble and labor of ALC plate between upper and lower floor plate, and upper strata girder steel is to the stability of the bracketing of upper strata floor by the whole house of raising, makes the overall structure in house more firm.

Description

The perpendicular dress syndeton of a kind of house and side fascia thereof
Technical field
The utility model relates to the perpendicular dress syndeton of a kind of house and side fascia thereof.
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, when material itself to heat-insulating property require relative North City low many 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, it has cost low, quality is light, advantage 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 ALC plate, junction steel plate, fluid sealant, gib headed bolt, expansion bolt, ALC plate is between lower concrete substrate and top concrete beam, be fixedly connected with the connection of expansion bolt, gib headed bolt by junction steel plate inside ALC plate with between lower concrete substrate, top concrete beam, seam crossing is provided with fluid sealant.But the top of ALC plate 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 a kind of perpendicular dress syndeton using the side fascia of reliable, easy construction, and another object of the present utility model is to provide a kind of house using this side fascia to erect dress syndeton simultaneously.
In order to realize above object, in the utility model, the technical scheme of the perpendicular dress syndeton of side fascia is as follows:
The perpendicular dress syndeton of side fascia, comprise, lower floor's floor and ALC plate between the two, the edge of upper strata floor is encorbelmented in the outside of the upper strata girder steel of below bracketing, the edge of lower floor's floor is encorbelmented in the outside of lower floor's girder steel of below bracketing, the top of ALC plate is connected to the outside of upper strata girder steel by upper connector, what the bottom of ALC plate was connected to lower floor's floor by lower connector encorbelments in part, and the outer panel face of ALC plate is from upper, the lateral surface of lower floor's floor exposes outside and forms the seam that caves in be in outside respective side floor in the both sides up and down of ALC plate, cave in and be filled with the compensation block of spray furnace in seam.
The lateral surface of compensation block and the outer panel face of ALC plate flush.
The lateral surface of upper strata floor and/or the lateral surface of lower floor's floor be provided with that dabbing processes in conjunction with indenture.
Upper connector is the upper angle bar be connected between the interior plate face of ALC plate and the bottom surface of upper strata girder steel, and a sidewall paneling of upper angle bar welds or bolt is connected on the girder steel of upper strata, opposite side wallboard is connected on ALC plate by upper gib headed bolt.
Lower connector is the lower angle bar be connected between the interior plate face of ALC plate and the epipleural face of lower floor's floor, and a sidewall paneling of lower angle bar is connected on lower floor's floor by expansion bolt, opposite side wallboard is connected on ALC plate by lower gib headed bolt.
The interior plate face of ALC plate offers accommodation seam or the groove of the contact portion for holding upper connector and/or lower connector.
In the utility model, the technical scheme in house is as follows:
House, comprise the roof of exterior wall and upper bracketing thereof, exterior wall has the side fascia perpendicular dress syndeton being in interlayer, this side fascia perpendicular dress syndeton comprises, lower floor's floor and ALC plate between the two, the edge of upper strata floor is encorbelmented in the outside of the upper strata girder steel of below bracketing, the edge of lower floor's floor is encorbelmented in the outside of lower floor's girder steel of below bracketing, the top of ALC plate is connected to the outside of upper strata girder steel by upper connector, what the bottom of ALC plate was connected to lower floor's floor by lower connector encorbelments in part, and the outer panel face of ALC plate is from upper, the lateral surface of lower floor's floor exposes outside and forms the seam that caves in be in outside respective side floor in the both sides up and down of ALC plate, cave in and be filled with the compensation block of spray furnace in seam.
The lateral surface of compensation block and the outer panel face of ALC plate flush.
The lateral surface of upper strata floor and/or the lateral surface of lower floor's floor be provided with that dabbing processes in conjunction with indenture.
The interior plate face of ALC plate offers accommodation seam or the groove of the contact portion for holding upper connector and/or lower connector.
In the utility model, the top of ALC plate is connected to by upper connector below the upper strata girder steel of bracketing below the floor of upper strata, and the bottom of ALC plate is connected on lower floor's floor by lower connector.When carrying out building operations, the top of ALC plate can directly be connected to below the girder steel of upper strata by upper connector, by lower connector, the bottom of ALC plate is connected on lower floor's floor again, 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 ALC plate 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 ALC plate 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.Simultaneously, edge because of upper strata floor is encorbelmented in the outside of the upper strata girder steel of below bracketing, the edge of lower floor's floor is encorbelmented in the outside of lower floor's girder steel of below bracketing, ALC plate is in the outside of room, upper strata beam, so whole exterior wall will adopt cantilevered structure, so not only can increase the interior space inside ALC plate, and ALC plate will form externally-packed structure outward at girder steel and corresponding column, to make ALC plate resistance be interposed between the exterior space and girder steel, play fireproofing function; The lateral surface of ALC plate exposes at the lateral surface of floor and forms the seam that caves in, the compensation block of filling spray mortar again in this seam, this compensation block can play the effect of outsourcing to the outside of floor, embedded bar in floor so not only can be avoided to expose caused corrosion, and make the outside in the gap, junction between floor and ALC plate also by shutoff, improve sealing.
Accompanying drawing explanation
Fig. 1 is the structural representation of exterior wall in the embodiment in house of the present utility model.
Detailed description of the invention
The embodiment in house in the utility model: as shown in Figure 1, this house comprises the roof of exterior wall and upper bracketing thereof, exterior wall has the side fascia perpendicular dress syndeton being in interlayer, this side fascia erects dress syndeton and is vertically comprising the upper strata floor 411 arranged successively from the top down, upper strata girder steel 412, upper connector 413, ALC plate 414, lower connector 415, lower floor's floor 416 and lower floor's girder steel 417, girder steel 412 and lower floor's girder steel 417 are the i beam of H type at the middle and upper levels for they, upper strata girder steel 412 bracketing is below upper strata floor 411, lower floor's girder steel 417 bracketing is below lower floor's floor 416, to be fixed on bearing column by the two ends of upper strata girder steel 412 and lower floor's girder steel 417, upper strata girder steel 412 and lower floor's girder steel 417 is made to be supporting part in whole exterior wall syndeton.The edge of upper strata floor 411 is encorbelmented in the outside of upper strata girder steel 412, the edge of lower floor's floor 416 is also encorbelmented in the outside of lower floor's girder steel 417, and ALC plate 414 be in upper strata floor 411 and lower floor's floor 416 encorbelment between part, namely ALC plate 414 is in outside upper strata girder steel 412 and lower floor's girder steel 417, to make the exterior wall in whole house encorbelment outside girder steel and bearing column by upper strata floor 411 and encorbelmenting of lower floor's floor 416, so not only can increase the interior space in ALC plate 414, the alien invasion of bearing column can also be wrapped up by ALC plate 414, play fireproof effect.The top of ALC plate 414 is fixed on the bottom flange of upper strata girder steel 412 by upper connector 413, and the bottom of ALC plate 414 is fixed on encorbelmenting in part of lower floor's floor 416 by lower connector 415.The outer panel face of ALC plate 414 is exposed from the lateral surface of upper strata floor 411 and the lateral surface of lower floor's floor 416, to surround by the lateral surface of the end face of ALC plate 414 and upper strata floor 411 seam 4191 that to cave on depressed indoors above ALC plate 414, surround by the bottom surface of ALC plate 414 and the lateral surface of lower floor's floor 416 seam 4192 that to cave under depressed indoors in the below of ALC plate 414, and on the cave in upper opening of seam 4191 formed by upper strata ALC plate 414 shutoff the groove that caves in, under the cave in lower openings of seam 4192 formed down by the shutoff of lower floor ALC plate 414 groove that caves in again.Upper cave in groove and under to cave in spray furnace in groove and form filling correspondence and to cave in the compensation block 418 of groove (also or the corresponding seam that caves in), the lateral surface of this compensation block 418 and the outer panel face of ALC plate 414 flush, and for ensureing that compensation block 418 is caving in the bond strength in groove, on the lateral surface of upper strata floor 411 and the lateral surface of lower floor's floor 416, equal dabbing is processed with in conjunction with indenture.
Upper connector 413 is upper angle bar, the horizontal wallboard of upper angle bar is close to fixing (can weld or bolt connection) on the bottom flange of upper strata girder steel 412, the vertical wallboard of upper angle bar is close on the interior plate face of ALC plate 414, the gib headed bolt 4131 installed inside and outside vertical wallboard and ALC plate 414 pass through is connected, the outer end, bar portion of gib headed bolt 4131 is in the counterbore that the outer panel face of ALC plate 414 is offered, and in this counterbore, be equipped with the clamp nut of spinning on the bar portion external end head of gib headed bolt 4131, and the head hook of gib headed bolt 4131 is connected in the lower edge of vertical wallboard of angle bar, the head of gib headed bolt 4131 welds with the lower edge of the vertical wallboard of upper angle bar again, welded together by gib headed bolt 4131 and the upper angle bar be assemblied on the bottom flange of upper strata girder steel 412 to make ALC plate 414.
Lower connector 415 is lower angle bar, what the horizontal wallboard of lower angle bar was fixed on lower floor's floor 416 by expansion bolt encorbelments in part, vertical wallboard is in accommodation seam that the interior plate face bottom ALC plate 414 is offered, and vertical wallboard is connected by fastening bolt 4151 and ALC plate 414, the outer end, bar portion of fastening bolt 4151 is in the counterbore that the outer panel face of ALC plate 414 is offered, and is also equipped with the lower outside side chain jack panel of spinning on the bar portion external end head of fastening bolt 4151 in this counterbore; The head of fastening bolt 4151 stretches out from the inner side of the vertical wallboard of lower angle bar, extension is still in and holds in seam, and extension is installed with lower inside lock jack panel, to make the bottom of ALC plate 414 link together by fastening bolt 4151 with the lower angle bar spiral that expansion bolt is fixed on lower floor's floor 416, the bottom of ALC plate 414 is made to be fixed on encorbelmenting in part of lower floor's floor 416.
In the present embodiment, the top of ALC plate 414 is fixed together with the upper angle bar (can weld, can bolt be connected) on the bottom flange being assemblied in upper strata girder steel 412 by gib headed bolt 4131, realizes fixing the top of ALC plate 414; The bottom of ALC plate 414 links together by plain bolt with the inferior horn iron bolt that expansion bolt is fixed on lower floor's floor 416; The external surface of floor and ALC plate 414 is not at same plane, and the later stage, spray furnace compensated by the banded plate dabbing process of floor (i.e. steel bar truss floor support plate).Because floor is encorbelmented, the interior space is fully used, and ALC plate 414 has wrapped up girder steel alien invasion simultaneously, plays fireproofing function.
In the above-described embodiments, upper connector adopts gib headed bolt to be connected in the inner side of ALC plate, and in other embodiments, upper connector also can adopt plain bolt to be connected with ALC plate, and corresponding lower connector also can adopt gib headed bolt to connect ALC plate.In addition, upper and lower connector also can adopt channel-section steel, steel plate etc., and to realize top to ALC plate, bottom fixes.
In the above-described embodiments, compensation block flushes with ALC plate, and in other embodiments, this compensation block also relative to ALC plate evagination or can cave in.
The embodiment of the perpendicular dress syndeton of side fascia in the utility model: in the present embodiment, to erect the structure filling syndeton identical for perpendicular dress syndeton and the side fascia in above-described embodiment of side fascia, therefore repeats no more.

Claims (10)

1. the perpendicular dress syndeton of side fascia, comprise, lower floor's floor and ALC plate between the two, it is characterized in that, the edge of upper strata floor is encorbelmented in the outside of the upper strata girder steel of below bracketing, the edge of lower floor's floor is encorbelmented in the outside of lower floor's girder steel of below bracketing, the top of ALC plate is connected to the outside of upper strata girder steel by upper connector, what the bottom of ALC plate was connected to lower floor's floor by lower connector encorbelments in part, and the outer panel face of ALC plate is from upper, the lateral surface of lower floor's floor exposes outside, thus the seam that caves in be in outside respective side floor is formed in the both sides up and down of ALC plate, cave in and be filled with the compensation block of spray furnace in seam.
2. the perpendicular dress syndeton of side fascia according to claim 1, is characterized in that, the lateral surface of compensation block and the outer panel face of ALC plate flush.
3. the perpendicular dress syndeton of side fascia according to claim 1, is characterized in that, the lateral surface of upper strata floor and/or the lateral surface of lower floor's floor be provided with that dabbing processes in conjunction with indenture.
4. the perpendicular dress syndeton of the side fascia according to claim 1 or 2 or 3, it is characterized in that, upper connector is the upper angle bar be connected between the interior plate face of ALC plate and the bottom surface of upper strata girder steel, and a sidewall paneling of upper angle bar welds or bolt is connected on the girder steel of upper strata, opposite side wallboard is connected on ALC plate by upper gib headed bolt.
5. the perpendicular dress syndeton of the side fascia according to claim 1 or 2 or 3, it is characterized in that, lower connector is the lower angle bar be connected between the interior plate face of ALC plate and the epipleural face of lower floor's floor, and a sidewall paneling of lower angle bar is connected on lower floor's floor by expansion bolt, opposite side wallboard is connected on ALC plate by lower gib headed bolt.
6. the perpendicular dress syndeton of the side fascia according to claim 1 or 2 or 3, is characterized in that, the interior plate face of ALC plate offers accommodation seam or the groove of the contact portion for holding upper connector and/or lower connector.
7. house, comprise the roof of exterior wall and upper bracketing thereof, exterior wall has the side fascia perpendicular dress syndeton being in interlayer, this side fascia perpendicular dress syndeton comprises, lower floor's floor and ALC plate between the two, it is characterized in that, the edge of upper strata floor is encorbelmented in the outside of the upper strata girder steel of below bracketing, the edge of lower floor's floor is encorbelmented in the outside of lower floor's girder steel of below bracketing, the top of ALC plate is connected to the outside of upper strata girder steel by upper connector, what the bottom of ALC plate was connected to lower floor's floor by lower connector encorbelments in part, and the outer panel face of ALC plate is from upper, the lateral surface of lower floor's floor exposes outside and forms the seam that caves in be in outside respective side floor in the both sides up and down of ALC plate, cave in and be filled with the compensation block of spray furnace in seam.
8. house according to claim 7, is characterized in that, the lateral surface of compensation block and the outer panel face of ALC plate flush.
9. house according to claim 7, is characterized in that, the lateral surface of upper strata floor and/or the lateral surface of lower floor's floor be provided with that dabbing processes in conjunction with indenture.
10. the house according to claim 7 or 8 or 9, is characterized in that, the interior plate face of ALC plate offers accommodation seam or the groove of the contact portion for holding upper connector and/or lower connector.
CN201520116732.7U 2015-02-26 2015-02-26 The perpendicular dress syndeton of a kind of house and side fascia thereof Expired - Fee Related CN204590316U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520116732.7U CN204590316U (en) 2015-02-26 2015-02-26 The perpendicular dress syndeton of a kind of house and side fascia thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520116732.7U CN204590316U (en) 2015-02-26 2015-02-26 The perpendicular dress syndeton of a kind of house and side fascia thereof

Publications (1)

Publication Number Publication Date
CN204590316U true CN204590316U (en) 2015-08-26

Family

ID=53926482

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520116732.7U Expired - Fee Related CN204590316U (en) 2015-02-26 2015-02-26 The perpendicular dress syndeton of a kind of house and side fascia thereof

Country Status (1)

Country Link
CN (1) CN204590316U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115450323A (en) * 2022-11-11 2022-12-09 中国建筑设计研究院有限公司 Plate type cantilever structure and production method
CN116290811A (en) * 2023-02-28 2023-06-23 上海宝冶集团有限公司 Construction method of ALC wallboard and Liang Pianwei node
JP7473695B1 (en) 2023-01-18 2024-04-23 豐溢 楊 Steel frame building shell structure
WO2024087791A1 (en) * 2022-10-27 2024-05-02 中建科工集团有限公司 Opening construction node and fabricated building thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2024087791A1 (en) * 2022-10-27 2024-05-02 中建科工集团有限公司 Opening construction node and fabricated building thereof
CN115450323A (en) * 2022-11-11 2022-12-09 中国建筑设计研究院有限公司 Plate type cantilever structure and production method
CN115450323B (en) * 2022-11-11 2023-02-03 中国建筑设计研究院有限公司 Plate type cantilever structure and production method
JP7473695B1 (en) 2023-01-18 2024-04-23 豐溢 楊 Steel frame building shell structure
CN116290811A (en) * 2023-02-28 2023-06-23 上海宝冶集团有限公司 Construction method of ALC wallboard and Liang Pianwei node

Similar Documents

Publication Publication Date Title
CN204781446U (en) Side fascia connection structure and use house of this structure
CN204590318U (en) The perpendicular dress syndeton of house and side fascia thereof
CN105525702B (en) A kind of steel construction assembling type outer wall system
CN103046755B (en) The construction method of the light steel integrated house of pastoral area assembling
CN108035433A (en) Prefabricated house is built and its method of construction
CN204590316U (en) The perpendicular dress syndeton of a kind of house and side fascia thereof
CN103821276A (en) Novel assembly-type modular building system
CN204590340U (en) A kind of house and side fascia thereof erect assembling structure
CN204590327U (en) A kind of exterior wall erects assembling structure and uses the house of this structure
CN106609562A (en) Double-pitch-roof mobile house with base
CN103046644A (en) Cold-formed thin-walled steel column and beam structural system for multistoried building
CN204590326U (en) A kind of wallboard erects dress syndeton and uses the house of this structure
CN103362307B (en) Construction method for modularizing insulation wall boards and pouring integrated house building
CN201620465U (en) New light steel-weed tile energy saving residential structure for villages
CN103362235B (en) Integrally-poured building house with wallboards integrating thermal insulating and templates
CN200975025Y (en) Wood joist house structural
CN205399657U (en) Energy -conserving prefabricated building of light steel
CN204676732U (en) Concrete hollow or sandwiched plate lightweight steel construction assembling body of wall
CN217580683U (en) Assembled photovoltaic outer wall module and building
CN203412312U (en) Thermal-insulating integrated template wallboard construction building
CN207988131U (en) A kind of integrated house
CN203412143U (en) Wall body structure of integrally poured building house
CN215055644U (en) Cage type anti-seismic structure
CN108277904A (en) Assembled sash type light steel frame-bar-mat reinforcement-foamed concrete faced wall
CN201202175Y (en) House with non-blockwork, steel, concrete, beam frame and net structure

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150826

Termination date: 20170226