CN1543526A - The building module and the method of erecting walls of building with the application of the modules - Google Patents
The building module and the method of erecting walls of building with the application of the modules Download PDFInfo
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- CN1543526A CN1543526A CNA028162293A CN02816229A CN1543526A CN 1543526 A CN1543526 A CN 1543526A CN A028162293 A CNA028162293 A CN A028162293A CN 02816229 A CN02816229 A CN 02816229A CN 1543526 A CN1543526 A CN 1543526A
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- precast segment
- outer cover
- building
- wall
- support webs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
- E04B2/702—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Finishing Walls (AREA)
- Building Environments (AREA)
- Joining Of Building Structures In Genera (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Floor Finish (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The building module and method for erecting walls is composed of the supporting construction provided with the carrying ribs ( 1 ), placed at the settled distance one from another, to the above supporting construction at the lateral side of it one or two mantles ( 2 ) profiled on the outside surface and composed of at least one profile ( 3 ) placed simultaneously lengthwise and crosswise the carrying ribs are fixed. On the opposite side of the mantle, the flat mantle ( 2 a) is fixed to the supporting construction, if necessary. On the top and at the bottom of the mantles there are preferably joint ends ( 8 and 8 a) acting jointly which serve to join the adjacent modules whereas at the corners of buildings erected with their application they are provided with overlapping cruciform recesses ( 9 and 9 a) made on the top and at the bottom of them. The carrying ribs have the uniform or segmented construction composed of cubes ( 1 a) and attachments ( 1 b) which are combined in a rigid way with the mantle profiles. In order to fix stable vertical supporting construction, the ports ( 14 ) earmarked for introducing threaded fasteners provided with the bolt have been made in the carrying posts ( 1 ).
Description
Technical field
Theme of the present invention is the building precast segment and uses the method that described precast segment sets up building walls that the shape of described precast segment roughly is the trunk shape of handling.
Background technology
Generally well-known fabric structure is used wooden setting up, because water content wherein, most these softwoods are also needed long-term timeliness through being everlasting after cutting down.By means of a wood is placed on another, the wall of described structure is set up by wood, and is connected together by joggle technical battery; Under the situation of setting up the turning wall, before sticked on another by one in criss-cross mode at the wood that is formed with recess (most usually on a side, as approximately to be half of their thickness) on their end.Such building sets up with dried wood, and in order to quicken dry process, Here it is, and known described wood will be through vertically saw be to obtain the reason than slender vowel, and then, they are dried in industrial chamber, and are linked together once more by glue.
According to international patent application No W 0997/39204, the described building precast segment that is used to set up wall, promptly the flat configuration of wall is known.Described precast segment has two and parallel is plane wall part, and in structure, its external surface constitutes the external surface of described wall simultaneously.The timber heart of described precast segment connects two parts of wall, and comprise at least one along precast segment part longitudinally, when next building precast segment is adhered to, its wall portion at next precast segment is vertically extended between dividing, to link together by the pin ways of connecting, to offset the power of horizontal effect with next precast segment.About precast segment, known (for example at this and another, Europe manual EP-0214088 and EP-0744507) in the similar structure solution, in principle, consider strength factor, by suitably matching with the planar section of wall, vertical force is transmitted, in structure, the planar section of described wall constitutes the external surface of wall simultaneously.Any new assembling that obtains wall all needs to use additional ornament materials.According to polish patent application P.336370, the described building precast segment that is exclusively used in the framework that sets up building walls also is known; This precast segment has the support column that links together with rigid manner of using that the dividing plate equi-spaced apart opens.
In this solution, the vertical force in the structure of shaping is transmitted by post, and described post is connected by means of joggle.
Summary of the invention
The objective of the invention is to draw a kind of light structures of building precast segment, the timber that the alternative tradition of this building precast segment is used.
According to the present invention, described precast segment has outer cover, and this outer cover with definite shape external surface is made up of at least one pasting board, and described pasting board is cross-like in length and breadth with described support webs simultaneously; Described outer cover is fixed on the precast segment place on braced structures one side, and this braced structures has the support webs that is provided with at interval with fixing distance each other.Described precast segment has the outer cover with definite shape external surface or two such outer covers is arranged, and described outer cover is fixed on two sides of described braced structures.Under the situation that an outer cover with definite shape external surface is only being arranged, if desired, straight outer cover can be fixed on the relative side of described braced structures.At place, the upper and lower of described outer cover, have connect mutually be used to connect adjacent precast segment in conjunction with the end; On the other hand, promptly using the corner that this precast segment sets up wall, preferably, the described outer cross recess that the place, upper and lower has lap that covers on.At place, the end of described precast segment, connector is fixed in separately the perforate, and the shape of wherein said connector is suitable for being assemblied in the in-profile of described precast segment cross section.Described support webs constitutes structure one or that be assembled into, and this structure that is assembled into is made up of square body and attachment arrangement, and the pasting board of described attachment arrangement and outer cover combines in the mode of rigidity.Described attachment arrangement preferably combines by means of butt joint slip feather joint and described side's body, and perhaps they have the arm that surrounds described side's body in the upper and lower, and this can realize above-mentioned combination.Described support webs has the Vertical Channel that is used for threaded fastener at their middle part.
The method of being set up building walls by described precast segment is: first wall precast segment is set on the patand, then, places the strip elastic packing on the end of outer cover; Next, the mutual upper and lower settings of follow-up precast segment, described support webs is positioned to combine equably mutually simultaneously; For braced structures is stably vertically fixing, glue is incorporated in the contact point of described precast segment and/or they tighten together by the passage that is formed among them by means of threaded fastener; On this braced structures, be placed with brace summer; In the process of setting up the turning wall, if desired, the precast segment that is positioned at described corner is alternately placed in criss-cross mode, and tightens together by the recess that is pre-formed among them in the upper and lower.The assembling before or the assembling process in, described precast segment is by filled thermal insulation materials.
Described precast segment lightweight and simple structure make that using different constructional materialss sets up economic, building stable and that have suitable heat-insulating property and become possibility.
Description of drawings
With reference to each accompanying drawing, theme of the present invention will be made example by description and state, wherein:
Figure 1 shows that the top perspective view of the building precast segment of first example;
Figure 2 shows that the cross sectional view of the support webs of transversal braced structures in Fig. 1 precast segment;
Figure 3 shows that the lateral view of the precast segment among Fig. 1;
Figure 4 shows that the vertical view or the upward view of the precast segment among Fig. 1;
Figure 5 shows that the top perspective view of the building precast segment of second example;
Figure 6 shows that the cross sectional view of the support webs of transversal braced structures in Fig. 5 precast segment;
Figure 7 shows that the lateral view of precast segment among Fig. 5;
Figure 8 shows that the vertical view or the upward view of precast segment among Fig. 5;
Figure 9 shows that the top perspective view of building precast segment on outer wall one side of the 3rd example;
Figure 10 shows that the top perspective view of precast segment on inwall one side among Fig. 9;
Figure 11 shows that the cross sectional view of transversal support webs in Fig. 9 precast segment;
Figure 12 shows that the vertical view or the upward view of precast segment among Fig. 9;
Figure 13 shows that the top perspective view of building precast segment on outer wall one side of the 4th example;
Figure 14 shows that the cross sectional view of transversal support webs in Figure 13 precast segment;
Figure 15 shows that the lateral view of precast segment on outer wall one side among Figure 13;
Figure 16 shows that the lateral view of precast segment on inwall one side among Figure 13;
Figure 17 shows that the vertical view or the upward view of the precast segment among Figure 13;
Figure 18 shows that the top perspective view of the building precast segment of the 5th example;
Figure 19 shows that the cross sectional view of transversal support webs in the precast segment of Figure 18;
Figure 20 shows that the lateral view of precast segment among Figure 18;
Shown in Figure 21 is the vertical view or the upward view of precast segment among Figure 18;
Shown in Figure 22 is the top perspective view of building precast segment on outer wall one side of the 6th example;
Shown in Figure 23 is the top perspective view of precast segment on inwall one side among Figure 22;
Shown in Figure 24 is the cross sectional view of transversal support webs in the precast segment of Figure 22;
Shown in Figure 25 is the vertical view or the upward view of precast segment among Figure 22;
Shown in Figure 26 is the top perspective view of the building precast segment of the 7th example;
Shown in Figure 27 is the cross sectional view of transversal support webs in the precast segment of Figure 26;
Shown in Figure 28ly block the phantom drawing that described precast segment channel outlet is seen from the inboard for connector;
The phantom drawing of seeing from the outside for the connector of described precast segment shown in Figure 29;
Shown in Figure 30 is the lateral view of described connector;
Shown in Figure 31 is the top perspective view of the building precast segment of the 8th example;
Shown in Figure 32 is the lateral view of precast segment among Figure 31;
Shown in Figure 33 is the vertical view or the upward view of precast segment among Figure 31;
Shown in Figure 34 is the cross sectional view of transversal support webs in Figure 31 precast segment;
Shown in Figure 35ly be the wall corner of constructing by Fig. 5 precast segment top perspective view from outer wall one side;
Shown in Figure 36 is the lateral view of wall corner among Figure 35;
Shown in Figure 37 is the vertical view of wall corner among Figure 35;
Shown in Figure 38ly be the wall corner of constructing by Fig. 1 precast segment top perspective view from inwall one side;
Shown in Figure 39 is the lateral view of wall corner among Figure 38;
Shown in Figure 40 is the vertical view of described wall corner;
Shown in Figure 41 is the top perspective view of the building precast segment of the 9th example;
Shown in Figure 42 is the cross sectional view of the end support web of transversal braced structures in Figure 41 precast segment;
Shown in Figure 43 is the cross sectional view of transversal all the other support webs of braced structures in Figure 41 precast segment;
Shown in Figure 44 is the sectional view of the top pasting board of Figure 41 precast segment outer cover;
Shown in Figure 45 is the sectional view of the bottom pasting board of Figure 41 precast segment outer cover;
Shown in Figure 46 is the lateral view of the attachment arrangement of support webs;
Shown in Figure 47 is the vertical view of attachment arrangement described in Figure 46;
Shown in Figure 48 is the vertical section view of support webs side's body;
Shown in Figure 49 is the vertical view of square body described in Figure 48;
Shown in Figure 50 is the top perspective view of the building precast segment of the tenth example;
Figure 51 is depicted as the cross sectional view of transversal support webs in Figure 50 precast segment;
Figure 52 is depicted as the phantom drawing of the 11 example building precast segment on outer wall one side;
Figure 53 is depicted as the cross sectional view of transversal support webs in Figure 52 precast segment;
Figure 54 is depicted as the decomposition side view of the screw device of precast segment joint;
Figure 55 is depicted as the vertical section view with the wall part of two precast segments formation of Figure 41;
Figure 56 is depicted as the longitudinal cross-section view at the transversal support webs of the wall part middle part of Figure 55;
Figure 57 is depicted as the vertical section view of the layer structure of two precast segment formation among Figure 50;
Figure 58 is depicted as the vertical view in the bight of building walls;
Figure 59 is depicted as the vertical section view of the transversal support webs of the 12 example building precast segment; With
Figure 60 is depicted as among Figure 59 precast segment along the local longitudinal sectional view of A-A line.
The specific embodiment
According to the present invention, described building precast segment is made up of braced structures, and described braced structures is formed by support webs 1, support webs 1 each other at intervals, this distance is determined according to the rigidity of described structure itself.Outer cover 2 with definite shape external surface stick on the side of described braced structures or two sides on, to form the outside or the inboard of the wall of being constructed simultaneously, described outer cover 2 is made up of along the mutual pasting board 3 of arranged crosswise in length and breadth of described support webs one or several.The preferably rectangular prism shape of described web, and be horizontally disposed with.Its height equals to measure along described precast segment web lengthwise the thickness of gained simultaneously, measures to reach several centimetres.
Described have the web shape braced structures that is rectangular-shaped and can utilize as vertical securing member 4 and reinforce.For the purpose that increases wall rigidity and stability extraly, described web can be provided with the tenon 5 and the mortise 6 that can cooperatively interact, this tenon 5 and mortise 6 are exclusively used in the vertical connection between the course of contiguous precast segment, and are positioned on the relative interface of described web.Described tenon permanent fixation; Perhaps it is made the independent component of the dowel shape that has ringwise part, they can be stuck in the cooperation mortise on two butted parts of these webs fully.And in the process that building is built a wall, joggle can make a precast segment accurately locate with respect to another precast segment, and this guarantees the vertical combination of described web, and its whole interface is adhered to each other mutually.
Described web is positioned to respect to outer cover, and interface and following interface approximately are arranged on the height place of the last outline line and the lower whorl profile of described outer cover on it, perhaps a shade below or be higher than this highly.
Described precast segment is made by the timber with suitable intensity parameter and any other constructional materials, as cork or hardwood and/or timber derivative, and chipboard etc., wherein a part of material can be with plastics or metal.These members are by glue and/or by means of generally well-known mechanical fastening material, and for example nail, screw or the steel wire mode of fastening with rigidity links together.In order to cannot see them from the outside, comprise screw and steel suture be used for described outer cover is introduced in from the process of the inboard assembling of described assembly attached to the mechanical fastening material on the described braced structures.
The length of described precast segment is selectable according to the requirement of construction project, can be consistent with the length of described wall, and perhaps the length with the part wall is consistent.For the purpose of the convenient structure of describing described precast segment, the example of manufacturing has only been introduced short precast segment, and this weak point precast segment also can be from long assembly by with sawing transversal obtaining, with suitable required length.In order to satisfy the requirement of project respectively, also can adjust thickness and shape; (even more than five) construct outer cover by means of the pasting board of fixing less or more amount on the braced structures of appropriate size, can adjust its shape and thickness.
Fig. 1,2,3 and Fig. 4 in, the support webs 1 of the first example precast segment has a hexagonal vertical section, the outer cover 2 of evagination preferably is fixed on the both sides of support webs by glue, the described outer outside that covers on its cross section is curved.Described outer cover is made up of two pasting boards 3, and to evagination, pasting board bondingly longitudinally links together to edge fit along it by means of the slip feather joint on the described outside, described slip feather joint have separately do in addition or be made in reinforcing joint tongue 7 on itself.Described straight inboard pasting board on the rectangular wall of described web, guarantees that overall structure has suitable rigidity with its whole surface adhesion on whole width by this way.
In the upper and lower of whole outer cover along the longitudinal direction, described pasting board preferably has in conjunction with end 8, describedly can take mutually when building a wall in conjunction with the end.The precast segment of upper and lower settings has expansion gap along their whole length direction mutually, and this expansion gap is upper in its position in conjunction with the end to edge fit precast segment.In wall, between described outer cover and described web, be formed with free space, in this free space, be filled with heat insulating material, for example, mineral wool or preferably be granular foamed polystyrene.Wall with adjacency on the long both sides of precast segment in the end or on the side forms corner, and the place, upper and lower on dual-side is formed with recess 9 in the described outer cover; The width of these recesses adaptive same precast segment externally go up the overall width that forms in the surface, and when constructing the wall turning, connect in criss-cross mode.Near above-mentioned recess, described precast segment can be reinforced by extra web.The overall height of two recesses approximates 1/2 of precast segment outer cover height greatly.This structure of recess makes in a kind of mode of rigidity the precast segment at all turnings to be combined becomes possibility, and this guarantees that the described building that sets up has adequate stability.Fig. 5,6,7 and Fig. 8 in, the second example braced structures is formed by being rectangular-shaped support webs 1, the latter fixing at its middle side edge place have chamfering rectangular fastener 4 to described web; Described chamfering is formed with and the inside wall of described pasting board 3 surface of tangent mutually, and is formed with the convexity of describing as in first example on the outer cover outside.
The securing member of described braced structures utilizes its chamfering to stick to the middle part of described pasting board, and this can increase the rigidity of described structure along the whole length of described precast segment.
Fig. 9,10,11 and the example of Figure 12 in, the support webs 1 of precast segment is pentagon in vertical section.On a side, the protrusion outer cover 2 with recess 9 is fixed in the horn shape scarcement of described web (as the web that has same way as in first example of described manufacturing), and described protrusion outer cover constitutes the outside of building.On the other hand, on the second side, the straight outer cover 2a that is made up of one or more pasting boards is fixed on the vertical wall of described web, and described pasting board preferably couples together on interface by means of the slip feather joint.
The top of described outer cover and top have in conjunction with end 8a, but this gets up in conjunction with end lap in the process of described wall assembling.Similar to described outer cover 2, in the upper and lower in described outer cover 2a, be formed with recess 9a, its size can be readjusted to being fit to and be connected with the mutual cross of same precast segment that is positioned at the corner that sets up wall.Described web in its underpart or top have the extra installation tenon 5 that is the dowel shape, and on relative butt joint side, have suitable assembling mortise 6.Because tenon is installed in the mortise,, make the described structure rigidity more that becomes itself so all members have combined again.The path 10 that vertically forms along described precast segment makes introduces mounting material in the inboard of wall such as cable becomes possibility.
Figure 13,14,15,16 and the example of Figure 17 in, the braced structures of precast segment has the support webs 1 that is rectangular-shaped, is fixing the rectangular fastener 4 with chamfering on its middle side edge; Described chamfering is formed with and the inside wall of two pasting boards surface of tangent mutually, and these two pasting boards are being formed with on the outside as the convexity outer cover of describing in aforementioned manufacturing example 2 with recess 9.Described outer cover forms the exterior wall of building walls.On the other hand, inside wall can be used different constructional materials structures, for example, described constructional materials preferably can be fixed to millboard and the gypsum plank on the braced structures of being made up of band, and described band links together so that the structure of wall has rigidity with described web again.
Figure 18,19,20 and the example of Figure 21 in, the support webs 1 of precast segment has octagonal vertical section, preferably the outer cover 2 by glue and protrusion fixes on two side, it is curved to cover on its cross section its outside outward.
Described outer cover is made up of the outside pasting board 3 of three protrusions, and described pasting board 3 longitudinally links together with butt joint slip feather joint at their adhesive edges.At the place, upper and lower, these outer covers have in conjunction with end 8.On a butt joint side, described web has dowel 5, and on relative butt joint side, they have the mortise 6 that aligns with above-mentioned dowel.
Be formed with described path 10 at the middle part, can be exclusively used in the electric mounting material of guiding.
Figure 22,23,24 and the example of Figure 25 in, the support webs 1 of precast segment has hexagonal vertical section.
On a side, described convexity outer cover 2 is fixed in polygonal scarcement of described web and forms the outside of wall.As described in the previous examples of making, this outer cover is made up of three pasting boards that are together with each other 3.On the other hand, on second side, be fixed on the described web upright side walls by the straight outer cover 2a of one or several pasting board be combined into.At the place, upper and lower, described outer cover has in conjunction with end 8,8a, and for the precast segment that will be positioned at corner in criss-cross mode couples together, and be formed with recess 9,9a in the end.
Precast segment in Figure 26 and Figure 27 example and Figure 18,19,20 and Figure 21 in precast segment have identical structure, only difference is that the middle part pasting board of the outer cover of this precast segment has flat surface on the outside.
Figure 31,32,33 and Figure 34 example in, precast segment has the support webs 1 that is rectangular-shaped, is fixed with the outer cover that forms outer surface on two side; These outer covers form consistent gabarit.As what with dashed lines marked in Figure 31 and Figure 34, described outer cover is made up of two pasting boards along its center line longitudinal surface opposite combination.
As Figure 35,36,37,38,39 and shown in Figure 40, in the corner of the wall that is set up, the ledge of described precast segment has the passage at its face side opening; The outlet of these passages is by connector 11 closures, and the shape of described connector adapts to the nearside wheel profile in the described precast segment cross section.It is polygon-shaped that described connector is on cross section, perhaps, and when on described outer cover inboard, being formed with for example next other shape that is of situation of camber line groove.Connector can have flange scarcement 12 on face side, the shape of this flange scarcement adapts to the shape of outboard wheel profile on the described precast segment cross section.
The method of being set up building walls by described precast segment is: first wall precast segment is set on the patand, then, outer cover in conjunction with the end on place the strip elastic packing, next, the mutual upper and lower settings of follow-up precast segment, described support webs is positioned to combine equably mutually simultaneously; For braced structures is stably vertically fixing, glue is incorporated in the above-mentioned contact point, described braced structures top is placed with brace summer; In the process of setting up the turning wall, the precast segment that is positioned at described corner is alternately placed in criss-cross mode, and adheres to each other by recess 9,9a in the upper and lower.
Before building a wall or in, the free space of described precast segment is by filled thermal insulation materials.In the process of assembling wall, be positioned at described wall corner and be closed up tightly by described connector in the precast segment end of face side upper shed.When sprawling when building in the larger area zone, in order to increase the structural rigidity of building precast segment, described wall applications patand support, and the top beam by means of as long vertical securing member tighten.The top of described patand forms, and the support webs of described first precast segment adheres on the upper face of patand by whole bottom interface.Also will do like this upper support beam, its base portion is located immediately on the web of last assembly.
Use glue connection web and can limit the connection of dowel cooperation tenon in principle; The dowel of reduced size may be useful, be provided with because they help described precast segment, thereby in setting up the process of wall, described web utilizes whole interface to adhere to each other mutually with coming into line.
Do not consider above-mentioned situation, describedly made things convenient for precast segment to set up described wall with vertically coming into line in conjunction with end 8,8a.
The expansion gap in conjunction with between the end that is formed on described outer cover utilizes known elastic packing closure to live, and it can guarantee the stability and the tightness of described building structure, and is not subjected to the influence of weather conditions.
The structure that the precast segment of next example has can be assembled in the upright wall, and can set up firm building under the atrocious weather situation.
In the example of Figure 41 to Figure 49, the support webs 1 of precast segment has segmental structure, is preferably fixing the outer cover 2 that protrudes by glue at two sides of web, so on their cross section, the outside is curved.Described outer cover protrudes pasting board 3 by two to be formed, be that pasting board 3 is an evagination on the surface externally, and pasting board also longitudinally links together along its adhesive edge by means of the slip feather joint, and described slip feather joint has reinforcing joint tongue 7 separately that do in addition or that make disjunctor.Described support webs 1 is made of square body 1a and attachment arrangement 1b, described side's body forms the main supporting core of rectangular prism shape, and described attachment arrangement has the rectangular prism shape and is horizontally disposed with, its side directly adheres on the inside wall of pasting board 3 of described outer cover 2, by this mode, they link together with the mode of glue with rigidity.Do not consider the connection that forms with glue, in order to reinforce described structure, described attachment arrangement preferably within it on the side again by means of at least two along outer cover direction bolton point-blank on described pasting board.Described attachment arrangement equals the thickness of described side's body along the width of precast segment, still, and also can be a little greatly or littler.Under the extreme case of making, the attachment arrangement that links together on side can form an even band that is securing member 4 shapes, and this securing member 4 is as schematically illustrating at Fig. 5 and Fig. 6; So described securing member again along the entire length longitudinal reinforcement of precast segment the structure of outer cover.Vertical axis along described side's body, done passage 14 at their middle part, its expectation is used for the introducing of threaded fastener device, and described threaded fastener is by being adapted to fit in stud 16 in the described passage, being and having external screw thread and the canular joint 17 of internal thread, packing ring 18 and nut 19 are formed.As the precast segment in the previous examples, described passage can be made in the support webs of segmental structure and integrative-structure, and they can completely or partially substitute the tenon combination.For mortise 20 that is formed for nut 19 in the bottom and the mortise 21 that is formed for joint 17 on top, the upper and lower of described passage is widened.And, form the required recess 22 of packing ring 18 on top by whole width.According to being used to make the type of material of securing member, the joint that has the bolt of joint or have a nut can form the external member that cooperatively interacts.According to the size of these external members, regulate described packing ring and make mortise.
Described attachment arrangement combines by means of being coated in banjo fixing butt jointing 13 lip-deep glue and described side's body, and at this, a web piece has a tongue, and another web piece has a groove that preferably is fin.Technically, the segmentation of described support webs is provided with structure and helps making outer cover by the pasting board that is fixed to glue on the described attachment arrangement 1b; In this case, but no longer need to use large pressing machine to form the three-dimension curved surface pasting board of suitable duplication of production with Special Equipment.Described attachment arrangement is made by high-strength material, promptly is suitable for braced structures with material.
The outer cover that has attachment arrangement originally can be used to construct the front wall in the straight wall building of tradition.
Part web side body as docking the end side's body on the side around the corner relatively, can do tenon 5 and the mortise 6 that cooperatively interacts, being exclusively used in the vertical connection of contiguous precast segment interlayer, and needn't have been done described passage 14 on square body 1a.
When setting up long wall, can link together by bolt on side with precast segment described in one deck, the passage 15 that described bolt passes the attached genus device 1b on the end that is fixed on described precast segment puts in.Seal by known material such as silica gel between the contact point that described enclosure wall is connected.
When setting up wall, over against the passage place of web side body 1a, patand has screwed part such as securing member 17, and it is incorporated in the mortise, and is tightened on the bolt of previous installation.Patand preferably is fastened on the ground, and after first precast segment was placed on the patand, stud 16 passed in the joint that passage 14 manually is screwed into patand.Then, the next joint of introducing in the mortise 21 of in the threaded upper end portion of bolt, then screwing on.After on packing ring 18 side's of being placed on bodies, nut is introduced on the joint external screw thread and by spanner tightens securely.After sealing 23 has been placed on earlier on the upper end of outer cover, places the second building prefabrication assembly again and it is linked together by means of same threaded fastener device and bottom.At last, the upper support beam is placed on the precast segment, is fixed together with threaded fastener again.
In Figure 50 and Figure 51, this example precast segment is made of outer cover 2 and support webs 1, and this outer cover 2 is made up of the pasting board 3 of three outer surface evaginations.All support webs 1 all have the segmental structure identical with previous examples, and difference is to have Vertical Channel.
In Figure 51 and Figure 55, the precast segment that is arranged in the layer forms expansion gap between the upper and lower of outer cover pasting board 3, and this expansion gap is then sealed up by elastic packing 23.In expansion gap, the external surface of top pasting board is convex surface a little, and the surface of bottom pasting board is the plane.The width that relates to sealing can be assumed in expansion gap, and it roughly is the surface on plane that pasting board has, to help the suitable selection of elastic packing.
Use the threaded fastener device can also guarantee to be arranged on a precast segment in each layer with respect to the accurate location of another precast segment, this can eliminate basically at these and form the necessity of outer cover in conjunction with end 8 at interval.
Vertical power and remaining horizontal force that this precast segment associated methods makes described bolt 16 to sustain to act on the vertical and horizontal.
In Figure 52 and Figure 53, the precast segment in this example also has support webs 1, this support webs 1 have with two previous examples in identical segmental structure, but, on the one side, the square body 1a of this example web has a straight vertical wall, and does not form any groove therein.At end place, outer cover can have and is used for connecting the recess that is positioned at corner's precast segment in the cross mode.On the side of the attachment arrangement 1b of described web, fixing the outer cover 2 of outer surface evagination, outer cover forms the outside of wall.As previous examples, this outer cover is made up of the pasting board 3 of three combinations.On the other hand, for second side, on the vertical wall of the straight outer cover 2a side of the being fixed to body 1a that forms by one or several element.Upper and lower at straight outer cover preferably has in conjunction with end 8a.
Be formed on the attachment arrangement of support webs and the interval 24 between the outer cover 2 and can be used for passing electric mounting material.In different examples, as have the precast segment of straight outer cover 2a, can in described web, be formed for the other path 10 of this purpose.
In Figure 59 and Figure 60, the precast segment of this last example and aforesaid example difference are: the attachment arrangement 1b of described support webs is made by for example metal band, this metal band can adhere to the limit longitudinal strain along the inboard of the pasting board 3 of outer cover 2, with the limit that forms the band steel outer surface is sticked on the inner flat surface of pasting board.In the upper and lower, introduce horizontal arm 25 for flitch; Horizontal arm partly surrounds the upper and lower of described side's body 1a, and wherein the horizontal front surface in order to obtain to equate has formed suitable rectangular recess on the structure body.By the passage that forms, on a side, and at opposite side, horizontal arm 25 is by means of on bolt 26 side's of being fixed on bodies by means of bolton for described attachment arrangement and outer cover pasting board.After having assembled wall with threaded fastener, the horizontal arm of attachment arrangement is by depressing its butting surface and combining with square body.Attachment arrangement is along the width of vertical measurement of assembly, the thickness of the side's of equaling body or less than this thickness.In vertical cross section, attachment arrangement has polygonal shape, the number on its limit can outer cover in pasting board number and adjusting.Such attachment arrangement at first estimates to be used to have the structure of the precast segment of large-size, need form outer cover by three or more pasting boards in this structure.
Fig. 1,5,18,26,41,50 and Figure 59 in precast segment should be considered as having the basic precast segment of symmetrical structure, they can be improved with remaining component, and wall can be constructed by the building precast segment that is of different sizes with shape respectively, to meet esthetic requirement and climate condition.Consider material economy and the quality requirement relevant with this constructional materials, described precast segment with outer cover 2 of being made up of two pasting boards 3 can be used for setting up the wall that thickness surpasses 25cm, and it can guarantee the described heat insulating ability that sets up building.The further raising of heat-insulating property can realize by means of the diameter that increases described precast segment.When diameter surpassed 30cm, described outer cover preferably was made up of three pasting boards, yet worked as diameter under the situation about 40cm, can be made up of four pasting boards respectively.
The method that the application precast segment sets up building walls is: the first floor of described wall precast segment is placed on the patand; Then, pass the Vertical Channel that is arranged in described web with the threaded fastener device this precast segment is tightened on the patand, subsequently the strip elastic packing is placed on the upper end of outer cover; Carry out aforesaid operations repeatedly, one pile one on follow-up precast segment layer also is tightened in together, and described support webs is positioned to combine equably simultaneously; At last, described brace summer is placed on the top, and is tightened in last one deck of precast segment by the passage that is formed at wherein by means of threaded fastener.
In the process of setting up the turning wall, the precast segment that has recess 9,9a in the end alternately is provided with in the right-angled intersection mode, and utilizes above-mentioned recess to be fastened on the place, upper and lower.
The top of patand forms, and support side's body of first precast segment sticks on the upper face of patand with its whole bottom butting surface.
Also can dispose the upper support beam equally, its bottom is located immediately on the square body of last precast segment web.
Except can the right-angled intersection mode connecting the precast segment that is positioned at wall corner, also can form the wall turning as shown in Figure 58 by chamfering.In the process of framework right angle corner, the α angle of 45 degree is fallen in the precast segment end, then, encapsulant such as silica gel is introduced between the butt joint connection surface of precast segment outer cover.
This method can easily form acute angle and shape wall turning, obtuse angle.In these cases, the size of the end-beveling of turning precast segment is preferably half of these corner angles.Because these precast segments are fixed together by the mode of threaded fastener with rigidity, so the method at this formation turning is feasible.
Precast segment of the present invention is exclusively used in the wall of constructing the various uses building, comprises apartment building, (taking away the corridor) one-storey house, office block, restaurant and house.The structure of described precast segment makes can highly freely form any optional module, and simultaneously, these modules can total length integral body be duplicated.With regard to constructional materials, lightweight and economic precast segment conform to quality requirements; Also available this class precast segment sets up cheap building, and it has suitably heat insulating ability, steadiness and can resist weather conditions.
Claims (19)
1. one kind is exclusively used in the building precast segment that sets up building walls and be made up of braced structures, it is characterized in that: described braced structures has the support webs (1) that is provided with at interval with fixing distance each other, side edge at said structure, outer cover (2) with definite shape external surface is made up of at least one pasting board, and described pasting board fixes to cross-like in length and breadth with described support webs simultaneously.
2. precast segment according to claim 1 is characterized in that: at place, the end of described precast segment, connector (11) is fixed in separately the perforate, and the shape of wherein said connector is suitable for being assemblied in the in-profile of described precast segment cross section.
3. precast segment according to claim 2 is characterized in that: described connector (11) has a flange scarcement (12) on its interface, and the shape of described flange scarcement is assorted mutually with the exterior contour of described precast segment cross section.
4. precast segment according to claim 1 is characterized in that: at place, the upper and lower of the outer cover with definite shape external surface (2), if desired, can have connect mutually be used to connect adjacent precast segment in conjunction with end (8).
5. precast segment according to claim 1 is characterized in that: the outer cover (2) with definite shape external surface is fixed on the side of the described braced structures that is made of support webs (1).
6. precast segment according to claim 1 is characterized in that: described precast segment has a plurality of outer covers (2) with definite shape external surface, and described outer cover is fixed on the dual-side of the described braced structures that is made of support webs (1).
7. precast segment according to claim 1, it is characterized in that: the outer cover (2) with definite shape external surface is fixed on the side of the described braced structures that is made of support webs (1), and straight outer cover (2a) is fixed on the relative side of braced structures, is provided with on cross-like ground in length and breadth with support webs.
8. precast segment according to claim 7 is characterized in that: described straight outer cover (2a) locate at an upper portion thereof and at a lower portion thereof to have can connect mutually be used to connect adjacent precast segment in conjunction with end (8a).
9. according to claim 1,5,6 or 7 described precast segments, it is characterized in that: described outer cover (2, (9,9a), described outer cover is arranged on by using the corner of the wall that described precast segment sets up 2a) preferably to locate to have the cross recess of lap at an upper portion thereof and at a lower portion thereof.
10. precast segment according to claim 9 is characterized in that: (2,2a) (9, degree of depth 9a) approximates 1/2 of described outer cover height greatly to the recess in to be formed on outer cover.
11. according to claim 1,5,6 or 7 described precast segments, it is characterized in that: the outer cover (2) with definite shape external surface is made up of at least two pasting boards (3) with slip feather joint, described slip feather joint has reinforcing joint tongue (7), and described reinforcing joint tongue is arranged on the position of the bonding interface of pasting board.
12. according to claim 1,5,6 or 7 described precast segments, it is characterized in that: described support webs (1) is the structure that is assembled into, it is made up of square body (1a) and attachment arrangement (1b), and the pasting board (3) of described attachment arrangement and outer cover (2) combines in the mode of rigidity.
13. precast segment according to claim 12 is characterized in that: described support webs (1) has Vertical Channel (14) in the middle and estimates to be used to introduce threaded fastener.
14. precast segment according to claim 12 is characterized in that: described side's body (1a) and described attachment arrangement (1b) combine togather by means of butt joint slip feather joint (13).
15. precast segment according to claim 12 is characterized in that: described attachment arrangement (16) has the horizontal arm (25) that is used for combination, and this horizontal arm surrounds described side's body (1a) from top to bottom.
16. one kind by using the method that the building precast segment sets up the wall of building, described building precast segment is made up of the braced structures with support webs, outer cover is fixed on the side of described braced structures or on the dual-side, this method comprises the following steps:
Described first wall precast segment is placed on the patand, then strip elastic packing (23) is placed on the end of outer cover (2);
Follow-up precast segment is stacked again to get on, and itself and described support webs (1) is in alignment with each other locatees simultaneously;
At last, preferably, glue is incorporated into the connection contact position fixes vertical braced structures, on described braced structures, be placed with brace summer; Under the situation of setting up the turning wall, the precast segment that is positioned at described corner is arranged alternately in the right-angled intersection mode, and (9,9a) self tightens together at they middle recesses by being pre-formed.
17. method according to claim 16, it is characterized in that: described stacked in succession precast segment is linked together by aforesaid threaded fastener and fixes vertical braced structures, and described threaded fastener is to pass the passage (14) that is pre-formed in described support webs (1) to realize connecting.
18. method according to claim 16 is characterized in that: described precast segment is used filled thermal insulation materials before building a wall.
19. method according to claim 16 is characterized in that: described precast segment is used filled thermal insulation materials when building a wall.
Applications Claiming Priority (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PL348211A PL206724B1 (en) | 2001-06-19 | 2001-06-19 | Building module and method of erecting walls of buildings using such building modules |
| PLP348211 | 2001-06-19 | ||
| PL354441A PL208690B3 (en) | 2002-06-12 | 2002-06-12 | Construction module and method of erection of walls using modules |
| PLP354441 | 2002-06-12 | ||
| PCT/PL2002/000040 WO2002103128A1 (en) | 2001-06-19 | 2002-06-19 | The building module and the method of erecting walls of building with the application of the modules |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1543526A true CN1543526A (en) | 2004-11-03 |
| CN1320227C CN1320227C (en) | 2007-06-06 |
Family
ID=26653402
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB028162293A Expired - Fee Related CN1320227C (en) | 2001-06-19 | 2002-06-19 | The building module and the method of erecting walls of building with the application of the modules |
Country Status (15)
| Country | Link |
|---|---|
| US (1) | US20060168904A1 (en) |
| EP (1) | EP1402129A1 (en) |
| CN (1) | CN1320227C (en) |
| AP (1) | AP2004002957A0 (en) |
| CA (1) | CA2451508A1 (en) |
| CO (1) | CO5550503A2 (en) |
| EA (1) | EA005432B1 (en) |
| HR (1) | HRPK20040052B3 (en) |
| IL (1) | IL159481A0 (en) |
| MX (1) | MXPA04000585A (en) |
| NO (1) | NO20041340L (en) |
| NZ (1) | NZ530695A (en) |
| WO (1) | WO2002103128A1 (en) |
| YU (1) | YU4404A (en) |
| ZA (1) | ZA200400333B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110998040A (en) * | 2017-03-31 | 2020-04-10 | 超帧(英国)有限公司 | Modular partition |
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| NO318394B1 (en) * | 2002-12-27 | 2005-03-14 | Isolaft As | Building element and process for its manufacture |
| US7596916B1 (en) * | 2004-03-25 | 2009-10-06 | Richard Thomas Anderson | Multi beveled interlocking corner notch and associated anti settling system |
| WO2007009222A1 (en) * | 2005-07-20 | 2007-01-25 | Thermo Structure Inc. | Stackable insulated unit for wall construction and method |
| US7823351B2 (en) * | 2005-07-20 | 2010-11-02 | Thermo Structure Inc. | Stackable insulated unit for wall construction and method of fabrication thereof |
| WO2007068267A1 (en) * | 2005-12-13 | 2007-06-21 | Ludwig Junker Sägewerk und Holzhandel GmbH | Wooden building element for constructing the walls of a building |
| LT5383B (en) * | 2006-01-27 | 2006-11-27 | Sergej Saveljev | Wood unit and method for manufacturing it |
| US20110078966A1 (en) * | 2009-10-06 | 2011-04-07 | Dina Pauline Herman | Log look log |
| US8215082B2 (en) * | 2010-08-13 | 2012-07-10 | Alejandro Stein | Flat roof that sheds rain |
| US8701364B2 (en) * | 2011-05-13 | 2014-04-22 | Ronald A. Wrightman | Log with thermal break |
| US8341898B1 (en) * | 2011-06-30 | 2013-01-01 | Grand Log Homes LLC | Modular log assembly system |
| CN103015567B (en) * | 2012-12-30 | 2014-09-10 | 北京工业大学 | Compound wall body formed by connecting small round wood through bamboo nails and method for making same |
| PE20211099A1 (en) | 2018-08-21 | 2021-06-15 | John David Wright | INSULATING AND INSULATING FRAME APPARATUS AND METHODS OF MANUFACTURING AND USE OF THE SAME |
| RU193232U1 (en) * | 2019-06-28 | 2019-10-18 | Виктор Сергеевич Кралин | LOG WALL |
| JP7152782B2 (en) * | 2019-09-27 | 2022-10-13 | 株式会社アールシーコア | log wall structure |
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| AT261867B (en) * | 1964-02-04 | 1968-05-10 | Walter Ing Witschnig | Component |
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| US3804374A (en) * | 1972-10-02 | 1974-04-16 | Architectural Art Mfg | Twin post railing system |
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-
2002
- 2002-06-19 NZ NZ530695A patent/NZ530695A/en unknown
- 2002-06-19 CN CNB028162293A patent/CN1320227C/en not_active Expired - Fee Related
- 2002-06-19 WO PCT/PL2002/000040 patent/WO2002103128A1/en not_active Application Discontinuation
- 2002-06-19 EA EA200400052A patent/EA005432B1/en unknown
- 2002-06-19 US US10/481,690 patent/US20060168904A1/en not_active Abandoned
- 2002-06-19 IL IL15948102A patent/IL159481A0/en unknown
- 2002-06-19 MX MXPA04000585A patent/MXPA04000585A/en not_active Application Discontinuation
- 2002-06-19 CA CA002451508A patent/CA2451508A1/en not_active Abandoned
- 2002-06-19 EP EP02743992A patent/EP1402129A1/en not_active Withdrawn
- 2002-06-19 YU YU4404A patent/YU4404A/en unknown
- 2002-06-19 AP APAP/P/2004/002957A patent/AP2004002957A0/en unknown
-
2004
- 2004-01-15 ZA ZA2004/00333A patent/ZA200400333B/en unknown
- 2004-01-19 CO CO04002861A patent/CO5550503A2/en not_active Application Discontinuation
- 2004-01-19 HR HR20040052A patent/HRPK20040052B3/en not_active IP Right Cessation
- 2004-03-31 NO NO20041340A patent/NO20041340L/en not_active Application Discontinuation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110998040A (en) * | 2017-03-31 | 2020-04-10 | 超帧(英国)有限公司 | Modular partition |
| US11746525B2 (en) | 2017-03-31 | 2023-09-05 | Ultraframe (Uk) Limited | Modular partition system |
Also Published As
| Publication number | Publication date |
|---|---|
| NO20041340L (en) | 2004-04-29 |
| MXPA04000585A (en) | 2004-04-20 |
| HRP20040052A2 (en) | 2004-10-31 |
| CN1320227C (en) | 2007-06-06 |
| AP2004002957A0 (en) | 2004-03-31 |
| US20060168904A1 (en) | 2006-08-03 |
| EP1402129A1 (en) | 2004-03-31 |
| CA2451508A1 (en) | 2002-12-27 |
| HRPK20040052B3 (en) | 2006-03-31 |
| CO5550503A2 (en) | 2005-08-31 |
| EA200400052A1 (en) | 2004-06-24 |
| EA005432B1 (en) | 2005-02-24 |
| YU4404A (en) | 2006-08-17 |
| NO20041340D0 (en) | 2004-03-31 |
| IL159481A0 (en) | 2004-06-01 |
| WO2002103128A1 (en) | 2002-12-27 |
| NZ530695A (en) | 2007-10-26 |
| ZA200400333B (en) | 2005-01-26 |
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