CN207032488U - A kind of fabricated structure - Google Patents

Abstract

The utility model discloses a kind of fabricated structure.Including foundation (1), particularly polylith wallboard (2) is connected with the built-in fitting (3) of foundation (1) and forms wall, wall connecting that more floor beams (4) are made up of connector (5) and polylith wallboard (2) simultaneously collectively forms a three-dimensional force structure, and more floor beams (4) also form the floor beam framework of interlayer, floor (6) connects and composes floorboard with above-mentioned floor beam framework, there is at least one interval section between wallboard (2), at least one piece of wallboard (2) has the region of partial cut.The utility model can realize factorial praluction, realize that design is docked with plant produced, the versatility of building materials is at a relatively high, can quickly construct designed building.

Description

A kind of fabricated structure

Technical field：

A kind of building is the utility model is related to, one kind is specifically related to and is easy to the field erected assembled in construction site to build Build thing.

Background technology：

The main body of building traditional at present is usually successively to be formed tier building with brick or/and cement components from basis, Because scene need to show joints cement, cause construction period very long, field operation management workload is huge, and is easily caused scene easily Produce substantial amounts of construction waste and refuse pollution is caused to scene.Existing assembled architecture, one kind are easy light sheet materials The one-storey house formula building of composition, such as the simple shed that construction site is common, its advantage is to build or dismantle very convenient, but can only be made For temporary building.It is that the girder steel formed with the steel of high intensity is built into three-dimensional by welding in advance separately to have a kind of assembled architecture Space framework, the column and horizontal collar tie beam of the space framework including each position and the various transverse and longitudinal beams of inside, then with Prefabricated panels or fragment of brick construct the flooring of vertical configuration metope and horizontal interlayer, the more traditional building side of such assembled architecture Method increases in terms of efficiency, but still suffers from the work of constructing of the main body of substantial amounts of site, and the efficiency of building is still not Height, can not more crucially realize the factorial praluction of the component of the agent structure of building, and component can not accomplish manufacturer's standard Change, the method constructed is relative complex and the steel frame of main body is easily corroded in building site and reduces the intensity of building, summarizes it Still various defects are still deposited.

The content of the invention：

Goal of the invention of the present utility model be each main component of building a kind of is disclosed can factorial praluction, full standardization Structural strength and the good building of stability, and the building process of building is extremely easy, builds ultrahigh in efficiency.

Realize that technical solution of the present utility model is as follows：Including foundation, it is important to polylith wallboard and basic courses department The built-in fitting divided connects and forms wall, and the wall connecting that more floor beams are made up of connector with polylith wallboard simultaneously collectively forms One three-dimensional force structure, and more floor beams also form the floor beam framework of interlayer, floor and above-mentioned floor beam framework Floorboard is connected and composed, there is at least one interval section between wallboard, at least one block of wallboard has the region of partial cut.

Described wallboard includes the matrix with latticed reinforcing bar, and matrix is provided with least two steel joists, on steel joist There are multiple large through-holes and multiple small through hole.

The section structure of described built-in fitting is U-shaped, and its U-type groove coordinates with wallboard；Cross bolts by foundation with it is U-shaped Built-in fitting connection；Or built-in fitting is the multiple vertical bolts being embedded in foundation.

Described floor beam is I-shaped, and there is the first kink to bend inwards the end of the end flat of floor beam, Above-mentioned planar section has at least row's small through hole, and the vertical support face between two planar sections of I-shaped floor beam has more Individual large through-hole.

The section configuration of described steel joist is L-type or T-shaped, and the oriented wallboard in end of the plane parallel with wallboard face is bent The second kink.

The matrix of described wallboard is the microcrystal glass material of the variable density of high temperature sintering, and transverse and longitudinal is cut out in less dense planes Groove and after transverse and longitudinal reinforcing bar is set, it is the slurry of high-strength material after groove is built into solidification.

The matrix of described wallboard is cement material, and latticed reinforcing bar and steel joist are prepared with wallboard one-shot forming, reinforcing bar For one layer or two layers setting.

Described connector has a soleplate, and an edge of soleplate extends the connecting plate of bending, soleplate and connection There are at least two connection through holes on plate.

Described connecting plate is connected with two pieces of connection wobble plates that can be rotated around bearing pin by bearing pin, and connection wobble plate has connection logical Hole.

Described connector has a soleplate, and the connecting plate of two pieces of bendings is extended in the symmetrical two edges of soleplate, even The top edge of fishplate bar has recess.

The building materials of the main frame of building disclosed in the utility model can realize factorial praluction, or even according to building The structure design of thing realizes the structure and size and numbering for providing each building materials on computer completely, disposably realizes building main body The scheduling of production of the building materials of framework, that is, realize design achieved a butt joint with plant produced, with it is above-mentioned the advantages of while, Fabric structure of the present utility model is relatively easy, and the versatility of building materials is at a relatively high, the technique for installing building construction at the scene Method is quite easy, can quickly construct designed building.It is equal that main framework of the present utility model realizes each material The power of corresponding all directions is born, turns into a kind of structure of three-dimensional full stress, to the light of the life-span of building, stability and building materials Typeization, which has, significantly to be improved.

Brief description of the drawings：

Fig. 1 is the agent structure schematic diagram of the building of embodiment of the present utility model.

Fig. 2 is the agent structure schematic diagram of first layer in Fig. 1.

Fig. 3 is the mplifying structure schematic diagram of the link position between the floor beam of floor Liang Yu buildings one in Fig. 2.

Fig. 4 is the mplifying structure schematic diagram being connected in Fig. 2 between floor beam and wallboard.

Fig. 5 is the structural representation that first layer floor is laid in Fig. 2 structure.

Fig. 6 is the structural representation of second layer floor beam.

Fig. 7 is the mplifying structure schematic diagram that floor beam is connected with roofing in Fig. 6.

Fig. 8 is the overall structure diagram that roof boarding is laid on the second layer floor beam in Fig. 6.

Fig. 9 is a kind of dimensional structure diagram of embodiment of wallboard of the present utility model or floor.

Figure 10 is Fig. 9 wallboard or the side structure schematic view of floor.

Figure 11 is Fig. 9 wallboard or another side structure schematic view of floor.

Figure 12 is the structural representation of connector of the present utility model.

Figure 13 is the attachment structure schematic diagram of wallboard of the present utility model, floor and floor beam.

Figure 14 is the attachment structure schematic diagram of floor beam of the present utility model and roof boarding.

Figure 15 is the structural representation of floor beam of the present utility model.

Embodiment：

Specific embodiment of the present utility model is provided with reference to Figure of description, it is necessary to which explanation is the utility model The description of embodiment be in order to which the technical solution of the utility model is more completely understood, and be not construed as to this reality With the limitation of new claims.

With reference to accompanying drawing 1~15, the technical solution of specific embodiment of the utility model is：Including foundation 1, base The foundation of plinth part 1 and existing traditional architecture does not have the basis of substantial difference, generally cement casting, has one smooth Upper surface, it is important to polylith wallboard 2 is connected with the built-in fitting 3 of foundation 1 and forms wall, and more floor beams 4 are by connecting Wall connecting that part 5 is formed with polylith wallboard 2 simultaneously collectively forms a three-dimensional force structure and (also will be described in greater detail below The force structure), and more floor beams 4 also form the floor beam framework of interlayer, floor 6 is connected structure with above-mentioned floor beam framework Into floorboard, there is at least one interval section between wallboard 2, that is to say, that having between at least two blocks adjacent wallboards 2 has one Installation site of the interval section as the door of this layer of exterior wall, at least block wallboard 2 have the region of partial cut, and the region is as peace The position of sash is filled, the structure of above-mentioned floor 6 and the structure of wallboard 2 are essentially identical (to have more detailed specific structure below Description), substantially foregoing technical scheme has formed a complete building, i.e. roof is one layer plane of building Thing, continue to set wallboard 2 on foregoing floor beam framework and continue to set second layer floor beam framework then to form building The second layer, continue to repeat the building that multilayer is then constructed out in above-mentioned work.

Referring to Figure of description, the concrete structure of embodiment of the present utility model, above-mentioned wall are provided in more detail Plate 2 includes the matrix 8 with latticed reinforcing bar 7, and matrix 8 is provided with least two steel joists 9, has on steel joist 9 multiple big logical Hole 10 and multiple small through hole 11, reinforcing bar 7 are located at the inside of matrix 8 to increase whole wallboard 2 intensity and bending resistance on two-dimensional structure Bent ability, the length direction of steel joist 9 is identical with the short transverse of wallboard 2, and one side of steel joist 9 is fixedly connected with matrix 8, The inside that an edge such as steel joist 9 gos deep into matrix 8 is fixedly connected with matrix 8, or the horizontally arranged reinforcing bar in matrix 8 7 through steel joist 9 through hole after be fixedly connected in the lump with matrix 8, then steel joist 9 can be made to be scattered in wallboard 2 by active force It is wider；The one side of large through-hole 10 of steel joist 9 lays pipeline as following in building, on the one hand can further increase steel The bending resistance of keel 9, the effect of multiple small through hole 11 are easy for the connection with other components in building main body.

The section structure of built-in fitting 3 in foregoing foundation 1 is U-shaped, and its U-type groove coordinates with wallboard 2, and U-shaped is pre- After embedded part 3 is fixedly connected with foundation 1, wallboard 2 can be inserted in the U-type groove of built-in fitting 3, by bolt laterally by basic courses department Point 1 is connected with U-shaped built-in fitting 3, and quite a few is entrenched togather for the bottom of U-shaped built-in fitting 3 and wallboard 2, on the one hand carries Bonding strength after height is chimeric, on the other hand improves the planarization of a face wall and the uniformity of stress, stability is also carried It is high；Described built-in fitting 3 can also be the multiple vertical bolts being embedded in foundation 1, and multiple vertical bolts connect with wallboard 2 Connect, now the upper surface of foundation 1 is plane or stepped；Or in the case of foregoing U-shaped built-in fitting 3, simultaneously In the pre-buried multiple vertical bolts of foundation 1, at this moment vertical bolt can be embedded in the part of the U-type groove of foundation 1, vertical spiral shell Bolt is located in U-shaped built-in fitting or the planar section of foundation 1 of the vertical bolt embedment in the side of U-shaped built-in fitting, U-shaped pre-buried Part is connected with wallboard 2 simultaneously with vertical bolt, further improves the bonding strength of wall and foundation 1 and the convenience of installation.

For foregoing floor beam 4 to be I-shaped, there is the to bend inwards the end of the end flat of I-shaped floor beam 4 One kink 12, the planar section of I-shaped floor beam 4 have at least row's small through hole 11, and the two of I-shaped floor beam 4 are flat There are multiple large through-holes 10 in vertical support face between face point；Or it is additionally provided with multiple small through hole in above-mentioned vertical support face 11；The first foregoing kink 12, which bends inwards, refers to that the first kink 12 is bent to the center section of floor beam 4, and first Kink 12 is substantially parallel with above-mentioned vertical support face, and a constrained space is formed between first kink 12, The pipeline that various later stages needs are set can be accommodated in the space, and the first kink 12 is easier to regard future to above-mentioned space Need to set barrier plate；Or multiple foregoing small through hole 11 are provided with the first kink 12, in two the first kinks 12 Between be bolted a reinforcer (not shown) to increase the intensity of I-shaped floor beam 4.

The section configuration of foregoing steel joist 9 is L-type, and long-armed one end of L-type steel keel 9 and wallboard 2 are solid as previously described Fixed connection, the long-armed other end have the galianconism of a body extension, and the galianconism is the plane parallel with wallboard face, the end of the plane The second kink 13 that oriented wallboard 2 is bent, it is above-mentioned it is long-armed be the supporting surface vertical with wallboard 2, foregoing multiple large through-holes 10 on vertical supporting surface, and small through hole 11 is on vertical supporting surface and/or in the plane parallel with wallboard face；It is above-mentioned The second kink 13 and wallboard 2 between be similarly formed a space, turn into a region that can accommodate various pipelines, and regarding needing Sound insulation or the heat-barrier material of needs can be inserted, the second kink 13 can play an effect of contraction, make installation process more simple Just.

The matrix 8 of foregoing wallboard 2 is the microcrystal glass material of the variable density of high temperature sintering, and wallboard 2 is made in high density part Outer surface, the as outer surface in face of the wall of external environment, low-density part is as indoor section is faced, in less dense planes It is the slurry of high-strength material after groove is built into solidification after cutting out horizontal, pod and horizontal, longitudinal bar 7 being set；Above-mentioned crystallite Glass material needs high temperature sintering to be made, and its raw material sources is extensive and cheap and easily-available, is of relatively low cost, it is important to has high-strength Degree, splendid weather resisteant, low-density part have substantial amounts of spatial hole, make the matrix 8 of microcrystal glass material also have well Sound-insulating and heat-insulating acts on, and the density of integral wall is relatively low, i.e., the high intensity bearing wall as lightweight uses, embedment it is latticed Reinforcing bar 7 further increases the intensity and bending resistance of wallboard, and long-armed one end of steel joist 9 is also placed in above-mentioned as previously described Groove in realize that steel joist 9 is fixedly connected with matrix 8, further to improve the bonding strength of steel joist 9 and matrix 8 and realizing steel The active force that keel 9 are subject to can preferably diffuse to whole wallboard 2, and the reinforcing bar 7 consistent with the length direction of steel joist 9 is worn The small through hole 11 for the arm portion being placed in the matrix 8 of wallboard 2 is crossed, while is fixedly connected with matrix 8, such reinforcing bar 7 and steel dragon Bone 9 turns into the beaer of a stereochemical structure；The matrix 8 of described wallboard 2 can also be traditional cement material, latticed steel Muscle 7 and steel joist 9 are prepared with the one-shot forming of wallboard 2, and reinforcing bar 7 is one layer or two layers setting, can equally realize the fast of wallboard 2 Speed installation.

The connection between connection and floor beam 4 between foregoing wallboard 2, floor 6 and floor beam 4 is to use connector 5 Realize, the first structure of connector 5 is that have a soleplate 14 (shown in the A in Figure 12), itself and one of above-mentioned building materials A certain position connection, an edge of soleplate 14 extends the connecting plate 15 of bending, had at least on soleplate 14 and connecting plate 15 Two connection through holes 16, connecting plate 15 are connected with another connected building materials；Second of structure (Figure 12 of above-mentioned connector 5 In C shown in) be above-mentioned connecting plate 15 by bearing pin be connected with two pieces can around bearing pin rotate connection wobble plates 17, connection pendulum Plate 17 has connection through hole 16, and the soleplate 14 of the connector 5 of this structure connects a building materials, and connection wobble plate 17 connects another and built Material, then the latter can be adjusted with respect to the former relative position, this connection piece 5 is particularly suitable for installation connection and angularly disposed built Material, such as the panel on roof；The third structure of above-mentioned connector 5 is that connector 5 has a soleplate (shown in the B in Figure 12) 14, the connecting plate 15 of two pieces of bendings is extended in the symmetrical two edges of soleplate 14, and the top edge of connecting plate 15 has recess 18, should The connector 5 of structure is because there is two pieces of connecting plates 15, then two pieces of connecting plates 15 can clamp the connecting portion of another building materials or can realize Two pieces of connecting plates 15 connect a building materials respectively, and a certain part that recess 18 can accommodate another building materials is more preferably connected by force with realizing Degree.

The specific implementation of specific basic structure and technical scheme of the present utility model has been described above, and now ties again Close accompanying drawing and be briefly described building main part attachment structure of the present utility model.Shown in Fig. 1 is of the present utility model build The schematic diagram that thing is two-layer structure is built, can clearly see that in foundation 1 be the connection wall of built-in fitting 3 by bolt from Fig. 1 Plate 2 forms first layer, includes the exterior wall and interior wall of building, floor beam framework between first and second layer and with the floor beam The floor 6 of framework connection and the wallboard 2 of the second layer, there is the floor beam frame of the second layer on the wall of the composition of wallboard 2 of the second layer Frame, if roof is flat-tope structure, then only flat roof boarding, the roof boarding need to be set in the floor beam framework of the second layer It is identical with the structure of foregoing floor 6, if deck is ramp structure, set on the floor beam framework of the second layer by floor beam One main body rack of 4 structures, set tilting roof boarding on the support, wherein first and second layer of exterior wall and interior Wall also reserves the interval section of appropriate location by design requirement when setting wallboard 2 and uses the wallboard 2 for having partial cut, The installation site of default door and window then can be achieved, the above is the basic structure shown in Fig. 1；Upper of part 1 based on Fig. 2 The structural representation of one layer of wall and first layer floor beam framework, here it is apparent that the overall connection of first layer floor beam framework Structure；What Fig. 3 was provided is a kind of enlarged diagram of attachment structure between floor beam 4, and it is by the first foregoing knot The soleplate 14 and connecting plate 15 of the connector 5 (shown in the A in Figure 12) of structure are connected real with the vertical plane of two floor beams respectively The connection of existing two floor beams 4, remaining link position so connect；What Fig. 4 was provided is the connection knot of floor beam 4 and wallboard 2 The enlarged diagram of structure, by the connector 5 of the first foregoing structure and bolt by the lower horizontal component and wallboard of floor beam 4 The end connection of 2 steel joist 9, substantial floor beam 4 realize the company with whole wallboard 2 by the connection with steel joist 9 indirectly Connect, that is to say, that on the one hand the stress of steel joist 9 passes to whole wallboard 2 and foundation 1, on the other hand pass to floor again The floor beam framework that beam 4 and floor beam 4 are formed, that is, the stress system or force structure of splendid 3 D stereo are realized, greatly Improve the intensity of whole building thing and by flexibility during side force；Structure shown in Figure 13 gives floor 6 and floor beam 4 attachment structure, the wherein structure of floor 6 are identical with the structure of wallboard 2；Fig. 9 provides stereochemical structure and Figure 10~11 of wallboard 2 The structure of floor 6 is given, is connected floor 6 and floor beam 4 by the connector 5 (B in Figure 12) of the third foregoing structure Connect, and the lateral edges of floor 6 are accepted with horizontal component on floor beam 4 and form the floorboard of whole floor；Fig. 6 and Fig. 8 are provided Be building roof structure, it is that local branch is built by floor beam 4 on horizontal second layer floor beam framework Support, the connector 5 provided with second foregoing of structure will be with the structure identical roof of floor 6 on the floor beam 4 of support frame Roof boarding connection, roof boarding now can be angularly disposed, referring also to the structure shown in Figure 14.

By the description above, specific embodiment of the utility model has been described in detail, the is only provided for convenience of understanding The diagram of two layers of building, tier building need to only repeat the floor beam framework of structure multilayer and the inner-outer wall of respective storey.

Claims (10)

1. a kind of fabricated structure, including foundation (1), it is characterised in that polylith wallboard (2) is pre- with foundation (1) Embedded part (3) connects and forms wall, and the wall connecting that more floor beams (4) are made up of connector (5) and polylith wallboard (2) is simultaneously common With forming a three-dimensional force structure, and more floor beams (4) also form the floor beam framework of interlayer, floor (6) with it is above-mentioned Floor beam framework connect and compose floorboard, have at least one interval section between wallboard (2), at least one piece of wallboard (2) has office The region of portion's cutting.

2. the fabricated structure as described in claim 1, it is characterised in that described wallboard (2) includes carrying latticed steel The matrix (8) of muscle (7), matrix (8) are provided with least two steel joists (9), there is multiple large through-holes (10) and multiple on steel joist (9) Small through hole (11).

3. the fabricated structure as described in claim 1 or 2, it is characterised in that the section structure of described built-in fitting (3) is U Type, its U-type groove coordinate with wallboard (2)；Foundation (1) is connected by cross bolts with U-shaped built-in fitting (3)；Or built-in fitting (3) To be embedded in multiple vertical bolts in foundation (1).

4. the fabricated structure as described in claim 3, it is characterised in that described floor beam (4) is I-shaped, floor beam (4) there is the first kink (12) to bend inwards the end of end flat, and above-mentioned planar section has an at least row small logical There are multiple large through-holes (10) in hole (11), the vertical support face between two planar sections of I-shaped floor beam (4).

5. the fabricated structure as described in claim 2, it is characterised in that the section configuration of described steel joist (9) is L-type Or T-shaped, the second kink (13) of the oriented wallboard in end (2) bending of the plane parallel with wallboard face.

6. the fabricated structure as described in claim 5, it is characterised in that the matrix (8) of described wallboard (2) burns for high temperature The microcrystal glass material of the variable density of knot, after less dense planes cut out transverse and longitudinal groove and set transverse and longitudinal reinforcing bar (7), it is built into groove It is the slurry of high-strength material after solidification.

7. the fabricated structure as described in claim 5, it is characterised in that the matrix (8) of described wallboard (2) is cement material Material, latticed reinforcing bar (7) and steel joist (9) are prepared with wallboard (2) one-shot forming, and reinforcing bar (7) is one layer or two layers setting.

8. the fabricated structure as described in claim 6 or 7, it is characterised in that described connector (5) has a soleplate (14), an edge of soleplate (14) extends the connecting plate (15) of bending, has at least on soleplate (14) and connecting plate (15) Two connection through holes (16).

9. the fabricated structure as described in claim 8, it is characterised in that described connecting plate (15) is connected with by bearing pin Two pieces of connection wobble plates (17) that can be rotated around bearing pin, connection wobble plate (17) have connection through hole (16).

10. the fabricated structure as described in claim 6 or 7, it is characterised in that described connector (5) has a soleplate (14), the connecting plate (15) of two pieces of bendings is extended in the symmetrical two edges of soleplate (14), and the top edge of connecting plate (15) has Recess (18).