CN2539781Y - Building module - Google Patents
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- CN2539781Y CN2539781Y CN 01225319 CN01225319U CN2539781Y CN 2539781 Y CN2539781 Y CN 2539781Y CN 01225319 CN01225319 CN 01225319 CN 01225319 U CN01225319 U CN 01225319U CN 2539781 Y CN2539781 Y CN 2539781Y
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- 239000004567 concrete Substances 0.000 claims abstract description 39
- 230000003014 reinforcing effect Effects 0.000 claims description 28
- 230000002787 reinforcement Effects 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 5
- 230000001105 regulatory effect Effects 0.000 claims description 2
- 238000007789 sealing Methods 0.000 description 16
- 239000010410 layer Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 238000009415 formwork Methods 0.000 description 6
- 238000005192 partition Methods 0.000 description 5
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- 239000002344 surface layer Substances 0.000 description 4
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- 230000015572 biosynthetic process Effects 0.000 description 2
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- 230000002265 prevention Effects 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000004378 air conditioning Methods 0.000 description 1
- 230000003321 amplification Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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- 239000004033 plastic Substances 0.000 description 1
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- 238000007634 remodeling Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
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Abstract
A building module for assembly in a building comprising a plurality of modules, the module comprising two side walls connected together by a bottom and a top, wherein the side walls of the modules comprise an outer lower portion that slopes inwardly towards the bottom, so that concrete enters the inclined area when poured between adjacent modules during assembly.
Description
The utility model relates to a kind of building block that is used to build such as buildings such as high-rise buildings.
Existing document US 4,118,905 discloses the modular organization of the tier building that a kind of modular unit that is used for by a plurality of casing shapes forms.Each unit has each sidewall, a top and a bottom, and can form an integral unit.Each unit also has bracketed part, is positioned at stacked with cross structure on another to allow one of each unit.In the structure by this system building, the weight of each unit, top is directly born by each unit of its below.Therefore, can use the largest floor number of plies of this system building will directly depend on the intensity that is positioned at each unit of locating the building bottom.Thereby this system is unsuitable for building for example high-rise building.
Other module building systems also are known in this area.For example, US3,990,193 disclose a kind of module building system, each module that wherein has each sidewall, a top and a bottom by with four independently armored concrete slab (such as by the welding) structure that links together form.Each module is assembled between the concrete wall that connects by the pin connector at each layer then.The shortcoming of this kind plate building system is that the connection between each plate needs a large amount of work, thereby increases engineering time and cost.In addition, the structure of formed shearing wall is not integral body or continuous, so each wall can not play not pin connection and have the successional traditional wall of the whole moment that runs through depth of building.Therefore this system is unsuitable for building high-rise building, and this is because this system is easy to collapse step by step and in general lack intensity.
Therefore the purpose of this utility model provides a kind of building block that overcomes the problems referred to above.
According to first aspect, the utility model provides a kind of building block that is used for being assembled in the structure that comprises a plurality of modules, this module comprises two sidewalls that connected together with a top by a bottom, the sidewall of this module has bottom outside the bottom is intilted, so that when concreting is between adjacent block, make concrete enter tilting zone at assembly process.
The advantage that this module has is, because this concrete modular can be prefabricated in the factory, and is transported to then and prepares the job site of installing, and can save cost significantly.This means at the scene package assembly relatively soon, thereby, because the interest of saving in investment has reduced construction cost.
The shape of sidewalls formed one from the bearing wall of a contiguous module bottom to being arranged on the package assembly that comprises each module below the direct vertical load path of top edge of module, thereby make the sidewalls become an overall structure part of bearing structure.This advantage that has is to keep the continuity of structure by each end wall of module.Each modular design is used for separately across between each wall, and it has the advantage that module needn't be carried all wt of each module on it.
In addition, can in factory, use punching block to make each module, therefore not need wooden wall lower frame (timber wall soffit framework).This advantage that has is: the use of the punching block that can reuse is more reasonable on environment than the use of timber.
Preferably, module is a monobloc cast.This advantage that has is, module is carried out prefabricated as an individual unit, and making does not need module further to assemble at the scene.In addition, do not have seam between sidewall, bottom and top, and therefore each module is not easy to occur potential error, this error may produce under the situation that forms seam by for example field Welding.
Each module can have wall so that complete closed at its two ends.Yet preferably, the openend of module is configured to be attached to the openend of another module.This means the room that can provide bigger when needing than the inside dimension of a separate modular.
Preferably, two of a described module openends all are configured to be connected in the openend of corresponding other modules.
Preferably, be provided for covering the device of the seam between the openend of described each module to hide seam internally.This will form a kind of joint between each module, this joint also prevents entering of fluid reliably, and attractive in appearance for the occupants of module inner room at the same time.
At the wall of module with in package assembly, build in therebetween the concrete wall independent reinforcing bar reinforcement can be set.Yet this will mean that the reinforcing bar in concrete wall must be fixing after module is installed, and this will lose time and make, and contingent deviation increases when carrying out operation at the scene.Therefore, preferably, one or more walls of module comprise outwardly directed reinforcing bar reinforcement, so that the outside reinforcing bar of module embeds in the concrete structure wall.This advantage that has is, the reinforcing bar reinforcement in the concrete structure wall is installed automatically by the installation of module, and the additional advantage that has is for providing the structure connection between the module wall and the concrete wall of building.
Preferably, reinforcement is by the described module wall of embedding and along its first group of reinforcing bar that highly extends, and second group of reinforcing bar formation of parallel first group of reinforcing bar extension, and wherein first and second groups of reinforcing bars are connected by the one group of zigzag reinforcing bar that extends between them.
Preferably, during the installing of the structure that is made of each module, concrete directly is cast between the adjacent block to form each structural walls.This advantage that has is to have saved time and cost by the minimizing of required formwork amount.
Preferably, each module in the structure is across between the concrete structure wall.
Preferably, in the structure that assembles, between the top board of the bottom of upper module and its lower module, form a space.
Equally preferably, be provided for sealing the seal in the gap between the upper and lower module at the outer wall of upper and lower module.This will prevent that a large amount of rainwater from entering described space.
Preferably, be used for the outside module of using and also be included in the whole outer wall that extends under the bottom of module, and one mullion be arranged on the top of module, be provided with so that be used for stoping rainwater to enter the space that forms between the upper and lower module in use by the back from described outer wall.
Equally preferably, contiguous vertical mullion place is provided with a drain hole on module.
Preferably, be provided with seal, so that reduce in the seepage of concreting when forming the concrete structure wall with the zone of sealing between the adjacent block.
The sealing part preferably includes the horizontal seal as appropriate materials such as rubber, and it is set in the groove on the upper surface of lower module, only in order to adapt to the horizontal tolerance between the upper and lower module easily.
Also can provide expandable seal, it is nested in the perpendicular grooves in the adjacent outward flange of module in use.
Preferably, module comprises one or more persons down: stair, central race way, light shaft, lift well and standpipe.
Equally preferably, the structure of being assembled by a plurality of modules also comprises the zone, corridor, and its floor, roof and end wall are formed by preformed precast plate.
Preferably, be fitted in by steel and promote each place that the adjusting cushion block of selling in the equipped template (shoe) that supports is positioned at four angles of each module upper surface, therefore, in the time of in a structure is installed, the strong point that is arranged in the module on another module upper surface directly is carried on to be regulated on the cushion block.This has in module the advantage that forms compact Layout, and it provides a direct vertical load path, and before the concrete structure wall was formed in the structure of assembling, the weight of structure can be carried by this path.
Equally preferably, cushion block is made by the material with suitable yield strength or suitable elastic characteristic, to guarantee cushion block distortion when transshipping.This just provides the device of dispersibility when transshipping owing to any reason contingency structure.
Comprise that a further advantage according to the structure of module of the present utility model is, module can be checked in factory before on-the-spot in advance being transported to.This has just determined that module size is within the margin of tolerance and mean with any little deviation of ideal dimensions and can know in advance.Can compare with the completion site inspection of carrying out at the module group of building in advance from the size that inspection is in advance known, so can be in advance to wanting assembled module to proofread and correct.Delay when this will reduce construction structure, and the size that also will make the building of finishing is within the building size tolerance.
Below only preferred embodiment of the present utility model is described, wherein by example and with reference to accompanying drawing
Figure 1A illustrates the module that has an outer wall according to of the present utility model;
Figure 1B illustrates the module that has two openends according to of the present utility model;
The opposite end that Fig. 1 C illustrates according to the outer wall in Figure 1A module of the present utility model has the module of an outer wall;
Fig. 2 illustrates according to a pack module of the present utility model, and is disposed adjacent one another to form three one storey buildings in several layers;
Fig. 3 A illustrates a schematic plan layout of overlapping one-storey house of utilizing existing method to build;
Fig. 3 B illustrates the schematic plan layout of the similar one-storey house of building according to the utility model of a cover;
Fig. 4 is illustrated in according to the typical joint between the floor of two modules of the present utility model;
Fig. 5 is illustrated in according to the typical joint between the floor of two modules of the present utility model, and wherein this joint part is covered by a partition wall;
Fig. 6 A illustrates the schematic plan view according to the end wall of a module of the present utility model;
Fig. 6 B is the sectional view along the line CC of Fig. 6 A;
Fig. 7 illustrates by connecting the section according to the concrete structure wall of two upper and lower modules of the present utility model;
Fig. 8 is illustrated in the details according to the cushion block of the intersection between the upper and lower module of the present utility model and lifting latch structure;
Fig. 9 is the plan view that is formed at two concrete structure walls between the adjacent block;
Figure 10 is the sectional view by the module at the A point place of Fig. 9;
Figure 11 is the sectional view at the module place of ordering by the B of Fig. 9;
Figure 12 A is the plan view that is formed at two concrete structure walls between the adjacent block, and set seal is shown;
Figure 12 B is the sectional view along the amplification of the line AA of Figure 12 A;
Figure 13 A is the side elevation view that is arranged to two modules on another according to of the present utility model;
Figure 13 B is the details that is labeled as the zone of A in Figure 13 A.
As mentioned above, the utility model provides a kind of structure, and wherein each module is linked together to form one such as structures such as highrise buildings by concrete wall.As shown in Figure 1, the module of preferred embodiment of the present utility model is made by steel concrete and be prefabricated into integral unit under factory condition.Module 1 comprises a bottom 2 and a top board 4, and the bottom is connected together to form the box structure of four sides by first and second sidewalls 6,8 with top board.According to the type of the structure of being built by module, module can be in its front 10 (shown in Figure 1A), its back 12 (shown in Fig. 1 C) or comprise end wall at the two ends (not shown).In addition, module can be at both ends open (shown in Figure 1B).
The openend structure of module be used for by following further describe be secured to another module like that.As shown in Figure 2, in use, module be arranged to one on another to form tier building.Each module can be with the structural configuration of any expection to form required building layout.In the layout of Fig. 2, first module 14 that has end wall in its front is connected to the module 16 of both ends open, and the other end of opening module is connected at mask thereafter the module 18 of end wall.Thereby formed structure will comprise a single room at each layer, and it is one, and module is wide and three modules are long.As shown, then other modules be arranged in an identical manner building the 2 20 and the 3 22 layer on.If need, each module also can be arranged side by side so that wideer building to be provided.Prefabricated module can comprise the outer surface with its all construction characteristic, and also can comprise permanent interior fittings, as partition wall, floor and wall coverings product, bathroom accessory, kitchen accessory, glaze face-port and electric fittings, water pipe and other facilities.
As shown in Figure 3A, in a standard suite unit that utilizes existing method to make up, external structure is by utilizing traditional formwork method in the structural walls 24 of field fabrication be attached to that wall elements 26 limits together outside prefabricated on the structural walls 24.The floor panel of this structure also is to build at the scene.Therefore, the structure of this structure needs considerable on-the-spot man-hour.On the contrary, because each module is prefabricated in the factory, can assemble at the scene with the short relatively time according to structure of the present utility model.Shown in Fig. 3 B, by constituting according to module 1 of the present utility model, each module is connected together by carrying steel concrete wall 28 according to structure of the present utility model.The setting of carrying concrete wall 12 makes this structure be particularly suitable for building high-rise building (having 20 layers or higher building).The mode that forms these walls will be described further below.
Each module also can comprise stair, central race way, light shaft, lift well and standpipe, and can be arranged in using building of the present utility model, provide so that commercial acceptable, living space to the high utilization rate of communal facility area.They also allow to use the precast plate of finishing in advance to form floor, roof and the end wall of lobby areas in the building.
In preferred embodiment according to structure of the present utility model, module be rectangle and wide for 2.5m to satisfy the movement requirement in Hong Kong.Yet the width in room often needs to surpass 2.5m, thereby in structure of the present utility model, two or more modules can connect together by their openend, so that form bigger room.This means and between module, will exist across the joint of width greater than floor, ceiling and the wall in the room of 2.5m.Therefore need the accurate cooperation between the module, providing the imperceptible concordant inner surface of room occupants so that strong mechanical connection to be provided between module, and provide anti-sealing to enter and enough sealings of fire safety at joint.
Shown in Figure 4 and 5, the edge of opening of each module is built to shaping builds corresponding half one of joint 30 to be firmly fastened to together.Fig. 4 is the sectional view by the bottom 2 of two modules.As can be seen, the edge of first module is formed with a shaping projection 32 along its length extension.The edge of another module is formed with corresponding a shaping and builds groove 34 and be used to hold projection 32.At the module assembly process, projection and groove will mate so that module alignment automatically relative to each other.This profile locks together by the cotter way (not shown) of integral body, so that the edge surface of two module bottom is concordant, deviation is within 2mm.The advantage of this joint only need to be a spot of on-the-spot round-off work.
In case module is fixed together, finish connection by directly on module bottom 2, using the thin substrate adhesive 36 of one deck.Then floorboards of wood 38 or other selected surface layers are contained on the thin substrate adhesive phase 36, but directly over joint, leave a gap.This gap is filled by a patch block filler 40, as shown.This just formed a kind of when the occupants is in the room that is formed by module imperceptible seam.In addition, module can be equipped with the installation surface layer with simulating, and then cuts apart with the scene of being transported to.
Also can waterproof and fire prevention in order to ensure joint for external environment, a suitable cement is inserted into in the slit between two and half ones of y junction y 30.The other advantage that is had like this is for making this joint to mortar sealing, the seepage when preventing that on-site concrete from building.
Fig. 5 shows a kind of remodeling of the smart surface layer in inside of the joint among Fig. 4.As shown, partition wall 42 is set at contiguous its edge of opening place of first module.Thereby after two and half ones of joint locked together as described above, the substrate adhesive 36 that one deck is thin was set on the bottom surface 2 of second module and on joint 30, but it is so far away only to extend to the partition wall at the first module edge place.Therefore then, floorboards of wood 38 is arranged on the thin substrate adhesive phase 36 and is arranged to end at joint nearby, and then, a wooden skirtboard 44 is fitted into the partition wall bases, so that overlapping and cover joint 30 with the floorboards of wood surface layer.Thus, the joint between two modules can not discovered by the occupants in room.
This structure by all modules with first floor promote put in place and when needed the openend of link block make up and form.Shown in Fig. 3 B and in the above concise and to the point the description, the reinforced concrete structure wall forms to bond them together between module then.Shown in Fig. 6 A and 6B, the prefabricated sidewall 6,8 of module comprises the steel reinforcement.Module will be adjacent with concrete structure wall 28 wall on, this reinforcement is by constituting from module wall 6,8 outwardly directed fabricated bars.Shown in Fig. 6 B, reinforcement comprises the first group of reinforcing bar 46 that is embedded in the module wall 6, and it is connected to one group of second parallel reinforcing bar 48 of module wall outside by one group of zigzag reinforcing bar 50.This structure has been given enough partial lateral stability and has been reinforced each module so that the pressure that its wall that is enough to resist the power of power, manipulation of transportation and module produces as the on-site concrete pour of interim formwork therein.In addition, reinforcement rod is compatible with the permanent structure of building around module, and the setting of external reinforcing structure makes module wall and the concrete structure wall combinations that forms betwixt.
The module of assembling is arranged to leave the gap between some adjacent modules, is used to form concrete structure wall 28.The external reinforcing reinforcing bar 48 of module wall 6,8 stretches into these gaps.Concrete directly is cast in these gaps then, and promptly module wall 6,8 is used as the formwork that is used for the concreting piece, makes that only needing in module is not in the zone that all each sides of waiting to build wall are extended additional formwork to be set.Owing to reduced the fixing and dismounting of interim form boarding, caused the remarkable saving of time and cost.
In addition, the external reinforcing reinforcing bar 48 of module wall 6,8 forms the interior reinforcement of concreting wall.This advantage that has is that module wall 6,8 and concrete structure wall 28 work with merging, make when keeping the required weight bearing ability of structure, make the thickness minimum that adds up of module wall and concrete structure wall.In addition and since the steel reinforcement that is used for concrete wall under factory condition by predetermined fixed to module wall, reduced the potential droop of steel work, this deviation may take place during the attaching steel work at the scene.
Being provided with of concrete structure wall that module is linked together formed as a single integrally-built structure.Because the module bottom surface plate is fixed together by concrete structure wall 28, the module bottom surface plate of structure structurally works in a similar manner with the bottom panel of traditional frame-type high-level structure, therefore and kept the advantage of built on-site, as soundness, durability, fire prevention and insulation.In preferred embodiment of the present utility model, each module that is fixed together by the concrete structure wall is used to the heart portion and the sidepiece of structure.This will make the intensity and the stability that are provided maximum.
The outward flange adjacent bottom of each module (see figure 7) that slopes inwardly.Thereby, be cast in two concrete between the adjacent block will flow into by gradient reserve vacant regional 52 and reside in the top of the upper corner 54,56 of following two modules.Thereby concrete provides from the concrete structure wall down to the direct vertical bearing path on the following module wall 6,8.This is included in the thickness of module wall to be used within the overall width of the bearing structure wall of determining supporting capacity.Total width of wall also can be used for determining the rigidity of structure.
The weight of each module in the described structural walls braced structures, each module is across between two walls.In the modular organization that the load-carrying members wall is not set, each module must support the weight that adds up of top module, and the height that this means modular organization is limited by the structural strength in the module at structural base place.In addition, the setting of load-carrying members wall means that this structure has inherent structural stability, and therefore collapses to resist progressively with traditional high-level structure same way as.Thereby, because the accidental losses of module, for example because the harm of the module that gas burst causes loss can not passed through structure-borne because other modules in the structure all be self-supporting and with main structure be one.
Fig. 8 shows the layout of the lifting pin 58 and the cushion block 60 of the joint between upper and lower module.As shown, it is overlapping and arrange compactly to promote pin 58 and cushion block 60, thereby has reduced the required area of plane of these elements and increased the structure and the mechanical effect of structure.Adjust cushion block 60 and be positioned at the equipped template 62 that promotes pin 58 supports and location by the steel of lower module.The lifting pin of this pattern and cushion block structure are set at each place at four angles of each module.When in place, the strong point of upper module directly is carried on the cushion block 60, thereby the vertical interim directly load path that passes through each strong point of module is provided, and each strong point is positioned at each place of four whole corner posts.In case the concrete structure wall is formed, this load path will be unnecessary so.Cushion block is made by the material with suitable yield strength or suitable elastic characteristic, with guarantee cushion block in some way just in case when overload with plastic strain.Thereby overload will can not cause damage to module or interim fishbolt.
The layout of a module on another of the present utility model means formation space 63 between the top board of a module and upper module bottom.The advantage in these spaces 63 is for to strengthen sound insulation value between the floor of building.They also strengthen heat-insulating property, thereby provide the potential spending on heating and air-conditioning to save.Space 63 between each module is shown in Figure 10, gap on the outer wall between the front of upper and lower module 66 64 is by level and additionally sealing as can be seen from this figure, be provided with vertical mullion 68 in the back, gap, make the rainwater that penetrates this gap be stopped by mullion.Just in time be provided with a drain hole 70, as shown in figure 11 in the front of mullion 68.
Owing to provide drainage path in space 63, this just provides extra barrier to the water that leaks into lower module from upper module.In order further to strengthen drainage performance, above the joint of module top, provide free discharging flashing board, and the roofing slab of the peripheral modules of structure can be tilted layout so that towards the outside draining of drainage channel.
Vertical vertical tube type gravity vent 72 is between the joint of two continuous outer walls, as shown in Figure 9.They extend the whole height of building vertically upward and in each layer inner conducting after outer wall, so that the controlled ventilation in space, floor 63 to be provided, prevent that air from remaining in a standstill.
Another feature of module of the present utility model is, they are provided with sealing to prevent that mud oozes out when utilizing module as interim formwork concreting structural walls.Thereby, provide level 74 to seal both with vertical 76.Each sealing can adapt to the very large-scale gap width between module.Horizontal seal 74 is positioned at the groove 78 on the lower module top, when making above a module is placed on this lower module (seeing Figure 12 A and 12B) it can not move.The downside sealing surfaces 80 of upper module is flat fully, makes it can be positioned at the plan-position place that departs from a little and can not damage the function of sealing.This just allows to adjust on demand and proofread and correct the perpendicular alignmnet of building when building.Horizontal seal 74 comprises the material 50 of suitable sealing, is arranged to extend and connect into annular at the joint of two modules along the sides adjacent of two adjacent blocks.In a preferred embodiment, sealing is made and cross section is a rectangle by rubber.
The vertical seal 76 that is provided with between module is for inflatable and reusable.Shown in Figure 12 A, 12B, 13A and 13B, these sealings are inserted in the perpendicular rings connected in star 82 that forms between the link of outer wall 66 of two adjacent blocks.Break away from because sealing is very possible between the installation period of adjacent block, therefore up to just being inserted in module assembling these sealings of back.
Typical five day every layer construction period required with utilizing traditional construction method are compared and are utilized this method can cause only every layer of construction period of two days in the construction of high-level structure.Thereby the utility model provides sizable saving on the engineering time, thereby and significantly reduces cost under the quality situation of the structure that does not jeopardize gained.
Above-mentioned embodiment of the present utility model only is a preferred embodiment, and therefore not as restriction.Thereby it will be understood to those of skill in the art that under the situation that does not deviate from scope of the present utility model and can make various changes described structure.Module for example all is a rectangle, yet, might not be like this, and therefore, the module of the Any shape that the utility model can be applied to assemble on demand.
Claims (10)
1. building block, be used for being assembled in the structure that comprises a plurality of modules, this module comprises two sidewalls that linked together by bottom and top, it is characterized in that, the sidewall of module comprises bottom outside described bottom is intilted, so that make concrete enter corresponding tilting zone when concreting is between adjacent block at assembly process.
2. building block as claimed in claim 1 is characterized in that described module is a monobloc cast.
3. building block as claimed in claim 1 or 2 is characterized in that, an openend of described module is configured to be attached to an openend of another module.
4. building block as claimed in claim 3 is characterized in that, two openends of described module all are configured to be connected with an openend of corresponding other modules.
5. building block as claimed in claim 1 or 2 is characterized in that, is provided with the device of the seam between the openend of the described module that is used to cover the openend that is connected to another module in use, to hide seam internally.
6. building block as claimed in claim 1 or 2 is characterized in that, one or more walls of module comprise from its outwardly directed reinforcing bar reinforcement, make that when installing, the reinforcing bar reinforcement of module-external embeds in the concrete that is cast between the adjacent block.
7. building block as claimed in claim 6, it is characterized in that, the reinforcing bar reinforcement comprises and embeds described module wall and along its first group of reinforcing bar that highly extends, and being parallel to second group of reinforcing bar that first group of reinforcing bar extends, described second group of reinforcing bar is by being connected on first group of reinforcing bar at the one group of zigzag reinforcing bar that extends between first and second groups of reinforcing bars.
8. building block as claimed in claim 1 or 2 is characterized in that, module comprise stair, central race way, light shaft, hoist perpendicular and and standpipe in one or more.
9. building block as claimed in claim 1 or 2, it is characterized in that, be fitted in by a steel and promote each place that the adjusting cushion block of selling in the equipped template that supports is positioned at four angles at each module top, when making in being installed in building, the strong point that is arranged in the module at another module top directly is carried on to be regulated on the cushion block.
10. building block as claimed in claim 9 is characterized in that described cushion block is made by the material with suitable yield strength or suitable elastic characteristic, the time will produce distortion to guarantee the cushion block overload.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| HK01101063.9 | 2001-02-14 | ||
| HK01101063A HK1032327A2 (en) | 2001-02-14 | 2001-02-14 | Module |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2539781Y true CN2539781Y (en) | 2003-03-12 |
Family
ID=10945262
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01225319 Expired - Fee Related CN2539781Y (en) | 2001-02-14 | 2001-05-24 | Building module |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN2539781Y (en) |
| HK (1) | HK1032327A2 (en) |
| SG (1) | SG91366A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101796251B (en) * | 2007-05-03 | 2012-02-22 | 汉斯-贝特·克勒西 | Method for producing a heavy modular unit and modular unit produced by the method |
| WO2017196256A1 (en) * | 2016-05-10 | 2017-11-16 | Dragages Singapore Pte Ltd | Method of manufacturing and assembly of a series of prefabricated prefinished volumetric construction (ppcv) modules |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4525975A (en) * | 1981-03-18 | 1985-07-02 | Mcwethy Gary V | Modular high rise construction utilizing assembly line modules |
| FR2639979B1 (en) * | 1988-12-05 | 1993-05-07 | Bertrand Jean Francois | MODULAR STRUCTURE |
-
2001
- 2001-02-14 HK HK01101063A patent/HK1032327A2/en not_active IP Right Cessation
- 2001-05-24 CN CN 01225319 patent/CN2539781Y/en not_active Expired - Fee Related
- 2001-06-01 SG SG200103282A patent/SG91366A1/en unknown
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101796251B (en) * | 2007-05-03 | 2012-02-22 | 汉斯-贝特·克勒西 | Method for producing a heavy modular unit and modular unit produced by the method |
| WO2017196256A1 (en) * | 2016-05-10 | 2017-11-16 | Dragages Singapore Pte Ltd | Method of manufacturing and assembly of a series of prefabricated prefinished volumetric construction (ppcv) modules |
| US10443228B2 (en) | 2016-05-10 | 2019-10-15 | Dragages Singapore Pte Ltd | Method of manufacturing and assembly of a series of prefabricated prefinished volumetric construction (PPCV) modules |
Also Published As
| Publication number | Publication date |
|---|---|
| SG91366A1 (en) | 2002-09-17 |
| HK1032327A2 (en) | 2001-07-06 |
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