CN103993664A - Assembled light house and building and dismounting method thereof - Google Patents

Assembled light house and building and dismounting method thereof Download PDF

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Publication number
CN103993664A
CN103993664A CN201410214808.XA CN201410214808A CN103993664A CN 103993664 A CN103993664 A CN 103993664A CN 201410214808 A CN201410214808 A CN 201410214808A CN 103993664 A CN103993664 A CN 103993664A
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China
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space module
self
contained flat
flat space
keel
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CN201410214808.XA
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Chinese (zh)
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CN103993664B (en
Inventor
张宏
傅秀章
张旭
冯世虎
金星
丛勐
张弦
王海宁
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东南大学
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Priority to CN201410214808.XA priority Critical patent/CN103993664B/en
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Publication of CN103993664B publication Critical patent/CN103993664B/en

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Abstract

The invention relates to an assembled light house and a building and dismounting method thereof. The assembled light house comprises unit house space modules and a vertical adjustable base used for supporting the modules. Sliding rails which are in parallel are arranged on the vertical adjustable base, under pushing of external force, adjacent unit house space modules relatively slide along the sliding rails, sealing rings on the side faces of the unit house space modules are squeezed to form seals, and meanwhile the adjacent unit house space modules are made to be in a sealing connection state through connecting pieces. The unit house space modules can be prefabricated in a factory, a house supporting structure can be quickly formed on a construction site, butt joint splicing between a plurality of modules can be efficiently achieved, and abutted seam sealing is reliable. The house built according to the assembled light house and the building and dismounting method thereof can be quickly dismounted and free of breakage, thereby being capable of being used in repeated and turnover modes.

Description

A kind of assembly type light house and construction thereof, method for dismounting
one, technical field
The present invention relates to building and technical field of buildings, particularly a kind of assembly type light house and construction thereof, method for dismounting.
two, background technology
Along with China's rapid development of economy, large-scale cityization construction is carried out, a large amount of permanent constructions, structure and road bridge traffic facility etc. neutralize and in use procedure from now on, all need a large amount of Housing systems that can high speed dismounting turnover use supporting with it in process of construction, also need to have that to meet the turnover house of different levels different function requirements supplementary as the function of permanent construction.Nowadays, along with the large-scale promotion application of various temporary buildings, the high speed installation and removal performance of people to shanty, and realization is repeatedly reusable, the safety to this class house, multifunctionality, applicability and residence comfort have had higher requirement simultaneously.
Prefabricated house supports the use at numerous engineering constructions scene and permanent construction periphery as temporary building, is the requirement of era development.Mobile house can be disassembled neatly, transport, and can repeatedly have enough to meet the need use.Along with the raising of Design and manufacture level, the safety of prefabricated house improves gradually, and its use theory has obtained social accreditation gradually, and utilization rate also improves thereupon.Current domestic temporary building every profession and trade each department are different, the temporary building of building trade and city and country building site to the market of prefabricated house demand maximum, as dormitory, office, dining room and warehouse etc., wherein light section steel structure assembled house (being commonly called as chromatic steel sandwich plate room) is most widely used.In addition, the occasion such as the tourist spot in the time of long-term field open work, disaster relief placement and peak also needs the various different temporary buildings built with mobile house of requiring that meet.
Lightweight steel construction movable house be a kind of removable, detachable, can repeatedly have enough to meet the need the non-permanent construction product of use.Its agent structure material adopts light section steel structure, and space enclosing structure adopts chromatic steel sandwich plate or other light weight boards.The all member of lightweight steel construction movable house adopts standardization, fabricated design, carries out mass prefabricated in factory.While installation in building site, with bolts between structural element, go along with sb. to guard him plate and be arranged on lightweight steel construction by the mode of inlaying.The house of the type can not whole Transporting, disassembly process material and member loss is large, steel member poor durability, that reality can be had enough to meet the need utilization rate is low, chromatic steel sandwich plate thermal and insulating performance deficiency, defening effect that space enclosing structure adopts are poor, also have fire safety problem simultaneously.
Container trailer is to apply at present many building systems, and it exactly likes container, and some is even for freight container transformation comes.Container trailer can whole Transporting, and on-the-spot directly lifting is spliced, very convenient.But container trailer is limited by specific dimensions, its coverage is less.In addition, container trailer great majority are directly placed on smooth road side or cement floor, and way and the levelling problem of prefabricated house lower support under physical relief landforms situation are not had to special technical solution.
three, summary of the invention
, orographic condition bad adaptability slow for prefabricated house basis way complexity, construction speed, the deficiencies such as when assembled, between the unsettled location difficulty of module, module, contraposition splicing is inaccurate, seam seal is poor, the invention provides a kind of can setting up easily and have the house supporting base of terrain self-adaptive ability and accurately realize multiple module contrapositions splicings and can ensure the reliable assembly type light house of joint seal and construction, method for dismounting.
The object of the invention is to be achieved through the following technical solutions:
A kind of assembly type light house, comprise self-contained flat space module and the vertical adjustable pedestal for support unit room space module, on vertical adjustable pedestal, be provided with slide rail and each slide rail is parallel to each other, on slide rail, being provided with can be along the slide block of slide rail slippage, on slide block, be provided with connection draw-in groove, the bottom keel of described self-contained flat space module drop on connect on draw-in groove and be connected draw-in groove and fix, on the keel of the side of described self-contained flat space module, be provided with O-ring seal, try hard to recommend outside moving under, adjacent cells room space module is along the relative slippage of slide rail, cause the O-ring seal on self-contained flat space module side to be subject to squeeze and formation sealing, and interconnect to ensure that by the connector being located at respectively on adjacent cells room space module keel adjacent cells room space module presents the state of being tightly connected simultaneously.
The invention still further relates to a kind of construction method of assembly type light house, comprise the following steps: step 101) packing ring is placed on ground, fill up packing ring and suitably flatten with pedestal filler, vertical adjustable pedestal is placed on pedestal filler, the substrate plate of vertical adjustable pedestal being fixed with drill rod;
Step 102) base framework is placed and is fixed on the base plate of vertical adjustable pedestal, regulate the member of heightening of each vertical adjustable pedestal (1) that the upper surface of base framework is all in same level;
Step 103) slide rail is located on base framework, the slide block that is provided with connection draw-in groove is stuck on slide rail;
Step 104) get prefabricated self-contained flat space module, on the side keel of prefabricated unit room space module, be provided with O-ring seal, connect lifting auxiliary tool in the bottom of prefabricated unit room space module, and in the bottom of self-contained flat space module, lip block is set, again crane hanging component rope is enclosed within on the external part of auxiliary tool, by the crane self-contained flat space module of slinging, after lip block falls in the connection draw-in groove of slide block, the lip block connecting on draw-in groove and self-contained flat space module is fixed, pushing unit room space module, adjacent self-contained flat space module is closed up along slide rail,
Step 105) installation connecting element respectively on the upper surface of the keel of adjacent two self-contained flat space module intersections, and make the connector on adjacent self-contained flat space module relative between two, then relative connector is fixed together, make two adjacent cells room space modules mutually near, and make the O-ring seal of adjacent cells room space module joining place be squeezed and fit tightly, finally with lid seam plate, interface top is all covered.
The invention still further relates to a kind of method for dismounting of assembly type light house, way is: the lid seam plate of top, two self-contained flat space module junctions is thrown off, unload the connection between self-contained flat space module upper connector, pull two self-contained flat space modules slide and separate along slide rail, remove and support being connected between draw-in groove and lip block, then hoisting rope noose is being lifted on the external part of auxiliary tool, by lifting appliance, self-contained flat space module sling one by one and removed, finally pedestal roof beam structure being unloaded from base plate.
The present invention based on above-mentioned design has the following advantages:
The present invention's multiple house unit module that can be prefabricated in the factory, job site can form at a high speed house pedestal, and it is assembled efficiently to realize docking between multiple house unit modules, and can also guarantee that piece is airtight reliable.Meanwhile, technical scheme provided by the invention can make the house forming be convenient to being dismounted for multiple times and without losing, repeat for a long time turnover use thereby realize.
(1) way of house provided by the invention lower support system makes without ground is excavated, driven piles, the processing of ground paving equality, even if in up-and-down place, also can utilize adjustable pedestal to realize accurately levelling fast, and can by pedestal roof beam structure by each independently pedestal connect to firm support integral, therefore, terrain self-adaptive of the present invention is strong, and applicable environment occasion is more extensive.
(2) by the assembled slide rail setting in advance on pedestal roof beam structure, and in light unit room space module bottom, lip block is set, only need be by mobile the suspention of light unit room when module is assembled, the lip block of space module bottom, each light unit room is dropped in the support draw-in groove of corresponding assembled slide rail, because the A/F that supports draw-in groove is greater than the width that lip block is gone to the bottom, therefore can make light unit room space module can fall into easily target location, spacing lip block being fixed on can be supported in draw-in groove by the screw bolt that supports draw-in groove side, avoid lip block and support the relative sliding between draw-in groove, then only need mutually draw close along horizontal guide rail pushing unit room space module, can realize light unit room space module and accurately aim in the horizontal direction.Particularly, the position that it is laid is found in this programme do not need to play for a long time unsettled movement of house module of large volume like this, overcome the accurate location difficult problem in the middle of current lifting hanging operation, and member keeps slinging for a long time potential safety hazards such as attitude is existingly fallen, pendulum impact.
(3) the present invention is by two house unit module intersections to be assembled, connector being set, and by bolton, two module spliced is combined, and the O-ring seal of keel side is tightly fitted, and plays antiseepage leakproof effect; In the time that the described O-ring seal of facing mutually shifting to install is subject to squeeze formation sealing, between the side keel of facing mutually of adjacent cells room space module, form and enclose the closed cavity 29(forming with reference to Fig. 9 by the O-ring seal of facing mutually and the side keel of facing mutually) and utilize described closed cavity to cut off noise and heat transfer route, disturb and stop heat to import into or scatter and disappear thereby weaken outdoor noise.
(4) to make to split module also very quick and member is not damaged for the splicing structure between house unit module provided by the invention, the module of separating still can be again assembled, thereby the repeatedly turnover that can realize house is used, and greatly reduces its construction and use cost in house life cycle management.
(5) implement by technical scheme of the present invention, the large space of space module high speed assembled formation in multiple light units room can be connected mutually, inside is penetrating, the inner furniture of this large space is arranged flexibility and changeability, thereby makes assembly type light house provided by the invention have multi-functional and function-variable.
(6) the self-contained flat space module the present invention relates to is to be prefabricated in the factory, scene only needs mounting base and Knockdown block, construction worker is planted to role by the multiplex (MUX) of past complexity, change single mounter role into, not only labor strength significantly reduces, and operating efficiency also improves greatly.
four, brief description of the drawings
Fig. 1 is vertical adjustable substrate seat structure schematic diagram;
Fig. 2 is a kind of assembled sliding rail structure schematic diagram;
Fig. 3 is another kind of assembled sliding rail structure schematic diagram;
Fig. 4 is house lower support System structure schematic diagram;
Fig. 5 is light unit room space module structural framing organigram
Fig. 6 is light unit room space module side seal cushion rubber front elevation drawing;
Fig. 7 is light unit room space module space enclosing structure sectional view;
Fig. 8 is that light unit room space module is connected organigram with lower support system;
Fig. 9 is adjacent light unit room space module section local structure schematic diagram;
Figure 10 is a kind of assembly type light house schematic diagram;
Figure 11 is that assembly type light house is built flow chart;
Figure 12 is assembly type light house dismounting flow chart;
In figure, the vertical adjustable pedestal of 1-, 2-base framework, 3-light unit room space module, 4-lid seam plate, 5-packing ring, 6-pedestal filler, 7-lip block, 8-column, 9-O-ring seal, 10-connector, 11-substrate plate, 12-heightens member, 13-base plate, 14-bottom keel frame, 15-top keel frame, 16-base plate, 17-lifts auxiliary tool, 18-floor, 19-top board, 20-slide rail, 21-slide block, 22-connects draw-in groove, 23-inner wall panel, 24-side fascia, 25-roof slab, 29-closed cavity.
five, detailed description of the invention
Below in conjunction with drawings and Examples, the specific embodiment of the present invention is explained:
A kind of assembly type light house, as shown in figure 10, comprise self-contained flat space module 3 and the vertical adjustable pedestal 1 for support unit room space module 3, as Fig. 4, on vertical adjustable pedestal 1, be provided with slide rail 20 and each slide rail 20 is parallel to each other, as Fig. 2 or Fig. 3, on slide rail 20, being provided with can be along the slide block 21 of slide rail 20 slippages, on slide block 21, be provided with and connect draw-in groove 22, described connection draw-in groove 22 can have opening form as shown in Figure 2 or Figure 3, the bottom keel of described self-contained flat space module 3 drop on connect on draw-in groove 22 and be connected draw-in groove 22 and fix, as shown in Fig. 6 or Fig. 8, on the keel of the side of described self-contained flat space module 3, be provided with O-ring seal 9, try hard to recommend outside moving under, adjacent cells room space module 3 is along the relative slippage of slide rail 20, cause the O-ring seal 9 on self-contained flat space module 3 sides to be subject to squeeze and formation sealing, and interconnect to ensure that by the connector 10 being located at respectively on adjacent cells room space module keel adjacent cells room space module presents the state (see figure 9) that is tightly connected simultaneously.
As Fig. 1, described vertical adjustable pedestal 1 comprises substrate plate 11, heighten member 12 and base plate 13 forms, and substrate plate 11 is fixedly connected on the bottom of heightening member 12, and base plate 13 is fixedly connected on the top of heightening member 12.
As Fig. 8, the bottom keel that are connected with lip block 7 and self-contained flat space module 3 on the keel of the bottom of self-contained flat space module 3 by lip block 7 be connected draw-in groove 22 and fix.
As Fig. 1 ~ Fig. 4, between base plate 13 and slide rail 20, be provided with base framework 2, slide rail 20 is connected with base plate 13 by base framework 2.
As Fig. 5 and Fig. 7, described self-contained flat space module 3 comprises bottom keel frame 14 and top keel frame 15, the two ends that are provided with column 8 and column 8 between bottom keel frame 14 and top keel frame 15 are connected with bottom keel frame 14 and top keel frame 15 respectively, on bottom keel frame 14, be provided with base plate 16, base plate 16 is provided with floor 18, be provided with top board 19 in top keel frame 15 inner sides, be provided with roof slab 25 on top keel frame 15 tops, the front and back sides of self-contained flat space module 3 has door and window, the left side of self-contained flat space module 3 or right side are provided with inner wall panel 23 and side fascia 24, described bottom keel are bottom keel frame.
As shown in Fig. 6, Fig. 8 and Fig. 9, on self-contained flat space module 3 sides, be at least provided with 2 O-ring seals 9, and the O-ring seal 9 in self-contained flat space module 3 the same sides shifts to install, each O-ring seal of facing the mutually 9 contraposition settings on adjacent cells room space module 3.Between the side keel of facing mutually of adjacent cells room space module 3, form and enclose with the side keel of facing mutually the closed cavity 29 forming by the O-ring seal 9 of facing mutually.This closed cavity 29 has played the effect of cutting off noise and heat transfer route.Described O-ring seal 9 can be made up of materials such as sealing rubber strip or curing fluid sealants.
A construction method for assembly type light house, flow process as shown in figure 11, this construction method comprises the following steps:
Step 101) packing ring 5 is placed on ground, fill up packing ring 5 and suitably flatten with pedestal filler 6, vertical adjustable pedestal 1 is placed on pedestal filler 6, the substrate plate of vertical adjustable pedestal 1 11 is fixed with drill rod;
Step 102) base framework 2 is placed and is fixed on the base plate 13 of vertical adjustable pedestal 1, regulate the member 12 of heightening of each vertical adjustable pedestal 1 that the upper surface of base framework 2 is all in same level;
Step 103) slide rail 20 is located on base framework 2, the slide block 21 that is provided with connection draw-in groove 22 is stuck on slide rail 20;
Step 104) get prefabricated self-contained flat space module 3, on the side keel of prefabricated unit room space module 3, be provided with O-ring seal 9, connect lifting auxiliary tool 17 in the bottom of prefabricated unit room space module 3, and in the bottom of self-contained flat space module 3, lip block 7 is set, again crane hanging component rope is enclosed within on the external part of auxiliary tool 17, by the crane self-contained flat space module 3 of slinging, lip block 7 fall into the connection draw-in groove 22 of slide block 21 interior after, fix with the lip block 7 on self-contained flat space module 3 connecting draw-in groove 22, pushing unit room space module 3, adjacent self-contained flat space module 3 is closed up along slide rail 20,
Step 105) installation connecting element 10 respectively on the upper surface of the keel of adjacent two self-contained flat space module 3 intersections, and make the connector 10 on adjacent self-contained flat space module 3 relative between two, then relative connector 10 is fixed together, make two adjacent cells room space modules 3 mutually near, and make the O-ring seal 9 of adjacent cells room space module 3 joining places be squeezed and fit tightly, finally with lid seam plate 4, interface top is all covered.
In the construction method of above-mentioned assembly type light house, described step 103) and step 104) between can also comprise step 100): be fixedly connected to form bottom keel frame 14 and top keel frame 15 with section bar respectively, between bottom keel frame 14 and top keel frame 15, the two ends of vertical columns 8 and column 8 are fixedly connected with the bottom of top keel frame 15 section bar junctions with bottom keel frame 14 tops, section bar junction respectively, thus the structural framing 33 of forming unit room space module 3; At the crossbeam upper berth of bottom keel frame 14 one deck base plate 16, on base plate 16, repave one deck floor 18, at the fixing one deck top board 19 in the crossbeam bottom of top keel frame 15, lay one deck roof slab 25 on the crossbeam top of top keel frame 15; At the leading flank of structural framing 33, trailing flank, door or window are installed, inner wall panel 23 is installed on left side or right side, in inner wall panel 23 outsides, side fascias 24 is installed, and adhesive seal cushion rubber 9 on the side of inner wall panel 23 and side fascia 24 is not installed at structural framing 33.
A kind of method for dismounting of assembly type light house, flow process as shown in figure 12, the lid seam plate 4 of top, two self-contained flat space module junctions is thrown off, unload the connection between self-contained flat space module 3 upper connectors 10, pull two self-contained flat space modules slide and separate along slide rail 20, remove and support being connected between draw-in groove 22 and lip block 7, then hoisting rope noose is being lifted on the external part of auxiliary tool 17, by lifting appliance, self-contained flat space module 3 sling one by one and removed, finally base framework 2 being unloaded from base plate 13.

Claims (9)

1. an assembly type light house, it is characterized in that, comprise self-contained flat space module (3) and the vertical adjustable pedestal (1) for support unit room space module (3), on vertical adjustable pedestal (1), be provided with slide rail (20) and each slide rail (20) is parallel to each other, on slide rail (20), being provided with can be along the slide block (21) of slide rail (20) slippage, on slide block (21), be provided with and connect draw-in groove (22), the bottom keel of described self-contained flat space module (3) drop on connect draw-in groove (22) upper and be connected draw-in groove (22) and fix, on the side keel of described self-contained flat space module (3), be provided with O-ring seal (9), try hard to recommend outside moving under, adjacent cells room space module (3) is along slide rail (20) slippage relatively, cause the O-ring seal (9) on self-contained flat space module (3) side to be subject to squeeze and formation sealing, and interconnect to ensure that by the connector (10) being located at respectively on adjacent cells room space module keel adjacent cells room space module presents the state of being tightly connected simultaneously.
2. assembly type light house according to claim 1, it is characterized in that, described vertical adjustable pedestal (1) comprises substrate plate (11), heightens member (12) and base plate (13) formation, substrate plate (11) is fixedly connected on the bottom of heightening member (12), and base plate (13) is fixedly connected on the top of heightening member (12).
3. assembly type light house according to claim 2, it is characterized in that, the bottom keel that are connected with lip block (7) and self-contained flat space module (3) on the bottom keel of self-contained flat space module (3) by lip block (7) be connected draw-in groove (22) and fix.
4. assembly type light house according to claim 2, is characterized in that, between base plate (13) and slide rail (20), is provided with base framework (2), and slide rail (20) is connected with base plate (13) by base framework (2).
5. assembly type light house according to claim 3, it is characterized in that, described self-contained flat space module (3) comprises bottom keel frame (14) and top keel frame (15), the two ends that are provided with column (8) and column (8) between bottom keel frame (14) and top keel frame (15) are connected with bottom keel frame (14) and top keel frame (15) respectively, on bottom keel frame (14), be provided with base plate (16), base plate (16) is provided with floor (18), be provided with top board (19) in top keel frame (15) inner side, be provided with roof slab (25) on top keel frame (15) top, the front and back sides of self-contained flat space module (3) has door and window, the left side of self-contained flat space module (3) or right side are provided with inner wall panel (23) and side fascia (24), described bottom keel are bottom keel frame (14).
6. assembly type light house according to claim 1, it is characterized in that, on self-contained flat space module (3) side, be at least provided with 2 O-ring seals (9), and the O-ring seal (9) in self-contained flat space module (3) the same side shifts to install, each O-ring seal (9) the contraposition setting faced mutually on adjacent cells room space module (3).
7. a construction method for assembly type light house claimed in claim 1, is characterized in that, this construction method comprises the following steps:
Step 101) packing ring (5) is placed on ground, fill up packing ring (5) with pedestal filler (6) and also suitably flatten, vertical adjustable pedestal (1) is placed on to pedestal filler (6) upper, with drill rod, the substrate plate (11) of vertical adjustable pedestal (1) is fixing;
Step 102) base framework (2) is placed and is fixed on the base plate (13) of vertical adjustable pedestal (1), regulate the member (12) of heightening of each vertical adjustable pedestal (1) that the upper surface of base framework (2) is all in same level;
Step 103) slide rail (20) is located to base framework (2) above, the slide block (21) that is provided with connection draw-in groove (22) is stuck on slide rail (20);
Step 104) get prefabricated self-contained flat space module (3), on the side keel of prefabricated unit room space module (3), be provided with O-ring seal (9), bottom at prefabricated unit room space module (3) connects lifting auxiliary tool (17), and in the bottom of self-contained flat space module (3), lip block (7) is set, again crane hanging component rope is enclosed within on the external part of auxiliary tool (17), by the crane self-contained flat space module (3) of slinging, after lip block (7) falls in the connection draw-in groove (22) of slide block (21), fix with the lip block (7) on self-contained flat space module (3) connecting draw-in groove (22), pushing unit room space module (3), adjacent self-contained flat space module (3) is closed up along slide rail (20),
Step 105) installation connecting element (10) respectively on the upper surface of the keel of adjacent two self-contained flat space module intersections, and make the connector (10) on adjacent self-contained flat space module (3) relative between two, then relative connector (10) is fixed together, make two adjacent cells room space modules mutually near, and make the O-ring seal (9) of adjacent cells room space module joining place be squeezed and fit tightly, finally with lid seam plate (4), interface top is all covered.
8. according to the construction method of assembly type light house claimed in claim 8, it is characterized in that, described step 103) and step 104) between also comprise step 100): be fixedly connected to form bottom keel frame (14) and top keel frame (15) with section bar respectively, between bottom keel frame (14) and top keel frame (15), the two ends of vertical columns (8) and column (8) are fixedly connected with the bottom of top keel frame (15) section bar junction with top, bottom keel frame (14) section bar junction respectively, thereby the structural framing of forming unit room space module (3), at the crossbeam upper berth of bottom keel frame (14) one deck base plate (16), on base plate (16), repave one deck floor (18), at the fixing one deck top board (19) in the crossbeam bottom of top keel frame (15), lay one deck roof slab (25) on the crossbeam top of top keel frame (15), leading flank, trailing flank at self-contained flat space module (3) structural framing are installed door or window, inner wall panel (23) is installed on left side or right side, side fascia (24) is installed in inner wall panel (23) outside, adhesive seal cushion rubber (9) on the side of inner wall panel (23) and side fascia (24) is not installed at self-contained flat space module (3) structural framing.
9. the method for dismounting of an assembly type light house, it is characterized in that, the lid seam plate (4) of top, two self-contained flat space module junctions is thrown off, unload the connection between self-contained flat space module (3) upper connector (10), pull two self-contained flat space modules slide and separate along slide rail (20), remove and support being connected between draw-in groove (22) and lip block (7), then hoisting rope noose is being lifted on the external part of auxiliary tool (17), by lifting appliance, self-contained flat space module (3) is sling one by one and removed, finally base framework (2) is unloaded from base plate (13).
CN201410214808.XA 2014-05-20 2014-05-20 A kind of assembly type light house and construction thereof, method for dismounting CN103993664B (en)

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