CN205776780U - Integrated assembled type dwelling house system - Google Patents

Abstract

The utility model discloses a kind of integrated assembled type dwelling house system.Described integrated assembled type dwelling house system includes being surrounded at least one room formed by many face walls, and each room has the body of wall of at least one band door opening；Every face wall is made up of at least one piece of integrated wall, every piece of integrated wall includes that the skeleton being vertically arranged and the inside being arranged between skeleton are filled wall and constituted, and wherein skeleton includes being arranged on the end column at body of wall both ends and being positioned at the shaped steel as crossbeam of body of wall top end face or bottom face；It is fixedly linked between the end column of adjacent two pieces of integrated walls, is fixedly linked between this shaped steel and end column；Described shaped steel sidewall has recess, the floor of the embedded intrinsic lateral arrangement of this recess or die mould bed die, is formed and form overall structure between overall structure or described shaped steel and cast-in-place integral cast-in-situ concrete layer on die mould bed die between described shaped steel and floor.This utility model low cost, efficiency of construction is high, and recycling degree is high.

Description

Integrated assembled type dwelling house system

Technical field

This utility model relates to a kind of integrated assembled type dwelling house system, belongs to housing industry field (building).

Background technology

System (following system title is applicant and the summarizes) representative in assembled low-rise dwelling field at present mainly has close Spacing light steel frame structure system " the new building systems in north " (such as Chinese patent CN201410738494.3), type steel skeleton Embedded Light trabs system " east, Ji building systems ", timber structural system, container structure system, thin aluminum sheet structural system, PC structural system etc..These systems are all respectively arranged with advantage, but having a common deficiency is exactly that cost is the highest.

Above structural system exists that assembled in situ operation is many, structure construction is complete internal fills and ornamental work amount is big, be suitable for Scope has the problems such as certain limitation.It would therefore be highly desirable to combine the advantage of above system, by shaped steel, filled-in panel, PC external decoration Highly integrated, floor is embedded, thus forms a kind of new lower-cost integrated assembled type dwelling house system.

Utility model content

This utility model aims to provide a kind of integrated assembled type dwelling house system, and the component of this integrated assembled type dwelling house system exists Factory is highly integrated, and structural bone rack-layer, heat-insulation layer, decorative layer are accomplished to connect reliably, it is possible to ensures the tight non-scale of each interlayer, take off Layer.Each means of structural connection is simple, and workload to be lacked, and can guarantee that structural mechanical property and waterproof requirement.Situ wet operation Lacking, each component connects the mode as far as possible using dry operation.Speed of application wants fast, and installation process wants simplicity, reduces manual work Cost.Architecture is wanted flexibly, and decorative layer, heat-insulation layer, filling wall layers and type steel skeleton can be according to the building of engineering, structures Need and owner requires to select material so that it is disclosure satisfy that the security requirement on structure level number and build relaxing of basic, normal, high shelves Appropriateness requirement.

To achieve these goals, this utility model be the technical scheme is that

A kind of integrated assembled type dwelling house system, including being surrounded at least one room formed by many face walls, each room has There is the body of wall of at least one band door opening；It is structurally characterized in that, every face wall is made up of at least one piece of integrated wall, every piece of integrated wall Filling wall composition including the skeleton being vertically arranged and the inside being arranged between skeleton, wherein skeleton includes being arranged on body of wall two ends The end column in portion and the shaped steel as crossbeam being positioned at body of wall top end face or bottom face；The end of adjacent two pieces of integrated walls is stood It is fixedly linked between post, is fixedly linked between this shaped steel and end column；Described shaped steel sidewall has recess, in this recess Build-in has floor or the die mould bed die of lateral arrangement, forms overall structure or described shaped steel with cast-in-place between described shaped steel and floor Overall structure is formed between integral cast-in-situ concrete layer on die mould bed die.

The skeleton of integrated wall of the present utility model and internal filling wall stable connection, be connected between skeleton with skeleton simultaneously Convenient, it is simple to control construction quality.Meanwhile, shaped steel and floor stable connection, and it is capable of the holistic resistant behavior of flooring. Shaped steel is as floor edge position of fixity, it is achieved exempt from die-filling technology.Utilize the web of shaped steel, block upper strata cast-in-place concrete, on-the-spot Wet trade environment is good, does not has swollen mould, runs the quality disease such as mould, and civilized construction puts into low.

Thus, this utility model with there is recess shaped steel as basic element, utilize its recess advantage as building The position of fixity of plate, shaped steel can double as supporting construction, it is simple to operation and floor above shaped steel as an integrated wall part simultaneously Operation, considerably improves parallel construction ability.

According to embodiment of the present utility model, it is also possible to make this utility model further to optimize, after being below optimization The technical scheme formed:

Go up for convenience wainscot sheathing docking, the bottom of described end column be provided with for column top pair, next layer of end Connect connected docking post lower limb.

According to a kind of embodiment of the present utility model, described floor be arranged over cast-in-place concrete layer, this cast-in-place coagulation Described shaped steel and floor are connected into overall structure by soil layer.It is fixed with WELDING STUDS, this WELDING STUDS on the web of the most described shaped steel Part is arranged in cast-in-place concrete layer；Described floor is provided with out muscle, and this extension going out muscle is positioned at cast-in-place concrete layer In；This end going out muscle is hook solid, for catching on the reinforcement in cast-in-place concrete layer.Thus, shaped steel is as supporting construction Make top wall panel, the most conveniently carry out floor slab construction, utilize cast-in-place concrete layer to be connected as with shaped steel by laminated floor slab One entirety, shaped steel also serves as the side form of cast-in-place concrete layer, solves lower floor's floor and the problem of top wall panel synchronous construction, enters One step ground, goes out muscle and cast-in-place concrete and floor is securely attached together.

In order to ensure the reliability that floor is installed, the two ends of described floor are separately positioned on the integrated wall in the two sides being oppositely arranged Corresponding shaped steel recess in.

According to another kind of embodiment of the present utility model, set between the end of described floor and the recess of corresponding shaped steel There is cast-in-place end.The most described floor is full precast floor slab.The most described floor is the cored slab with plate cavity, this cored slab It is fixedly linked with shaped steel by the back-up ring being embedded in cast-in-place end.

Preferably for exterior wall, between described shaped steel bottom and lower floor's integrated wall, it is provided with water-proof strip.

The most described shaped steel is the one in I-steel, H profile steel and C-type steel.

Preferably, every piece of integrated wall also includes arranging the heat-insulation layer being filled with wall lateral surface and being positioned at outside heat-insulation layer Decorative layer；Described heat-insulation layer and decorative layer are fixedly linked with internal wall of filling by dowel, can avoid heat-insulation layer and dress Decorations pull-up falls.

The top relative interior of the heat-insulation layer of preferably every piece of integrated wall and decorative layer is filled the top of wall and is moved down and stagger one The bottom relative interior of segment distance, the heat-insulation layer of every piece of integrated wall and decorative layer fill the top of wall move down stagger one section away from From.Thus, the decorative layer of integrated wall plate and heat-insulation layer are filled wall with inside in the range of floor height and are staggered up and down certain distance, as The first line of defence of horizontal joint waterproofing.Waterproof adhesive tape is posted anti-as the second sealing connected horizontally of component bottom basic wall Line, can significantly improve waterproof effect.

Preferably, the connection node formed between the end column of adjacent two pieces of integrated walls is yi word pattern, L-type or T-shaped； Described end column is filled the side wall surface of wall and is provided with multiple tension rib head towards inside, tension rib head can by end column and Internal wall of filling is securely attached together；Same face wall is connected by the docking of polylith integrated wall, adjacent two pieces of integrated walls Yi word pattern node is formed between the column of end.At yi word pattern node, between the column of end, it is filled with paraffin (or Colophonium), and Be provided with the fluid sealant being filled between the column of end in paraffin (or Colophonium) outside, paraffin (or Colophonium) inner side is provided with and is positioned at Expansion sealing strip between the column of end.At body of wall medial surface, entered by the connector of yi word pattern between two end columns Row connects.

The end column of last layer integrated wall is fixed by docking post lower limb with the end column of adjacent lower integrated wall During connection, use welding manner to be weldingly connected, use securing member, through end column and docking post lower limb, the two is carried out two simultaneously Secondary it is fastenedly connected.

The construction method of above-mentioned integrated assembled type dwelling house system comprises the steps:

S1, be prefabricated in the factory integrated wall and floor, includes two end columns being vertically arranged including integrated wall, and two It it is internal filling wall between radicle column；The described internal top end face filling wall or bottom face are provided with and fix with end column The shaped steel as crossbeam being connected；During prefabricated integrated wall, first pour decorative layer, paste at decorative layer upper cover before concrete initial set Heat-insulation layer, and insert dowel, this dowel part extend into the internal casting area filling wall, then fixes skeleton and to watering Build region envelope mould, finally pour light-weight filled wall concrete.The dowel inserted is preferably basalt reinforcing bar.

S2, in construction site cast-in-place foundation beam, reserved on foundation beam insert rim of a cup.

S3, hoisting prefabricated integrated wall make the lower end of integrated wall insert in the reserved insertion rim of a cup on foundation beam, logical Cross connector connection post lower limb and foundation beam to be connected firmly formation the first floor.After same layer installation, in respective storey Vertical seam connector between two pieces of integrated walls is attached by the inner side of integrated wall, and vertical seam is done waterproof place Reason.

S4, the lifting of the integrated wall top of next floor as on the polylith integrated wall of a floor, a upper floor The column lower end portion, end of integrated wall is fixed by docking post lower limb with the column upper end, end of the integrated wall of next floor It is connected；Meanwhile, lifting floor or die mould bed die make its end be mounted in the recess of shaped steel, shape between described shaped steel and floor Overall structure is formed between integral structure or described shaped steel and cast-in-place integral cast-in-situ concrete layer on die mould bed die.

S2, repetition S4, the most upwards assemble each floor, until house frame construction completes.

Compared with prior art, the beneficial effects of the utility model are:

1. shaped steel is as the end of basic wall, and the making of steel and assembly relatively concrete material quality and precision are the most easily controlled System, and field joint work is easier, component is not easy to damage；

2. skeleton is docked by post lower limb up and down by the beam column construction docked up and down and left and right connection formation is firm, steel column, Left and right connects by connector, and speed of application soon, and need not support and need not outrigger；

3. the structure that the H profile steel beam bottom skeleton falls in can be as the fulcrum of floor, and this is so that floor operation Wallboard operation with upper strata is constructed simultaneously, shortens the construction period；

4. the H profile steel bottom skeleton can simplify on-the-spot executing as the strong point of floor and the side form of rear pouring concrete Work;

5. need to drop in toilet or other position and can pass through the position of up-down adjustment H profile steel or set up one at plate Road H profile steel can realize the fall plate problem of arbitrary height cleverly；

6. the H profile steel bottom skeleton can design any part in wall as required at first floor position, reaches to realize frame The purpose of empty floor, moisture-proof role effect is obvious；

The most whole system components major part is integrated in factory, and wall plate member is all by welding or bolt connection piece dry type Connecting, work on the spot amount is little, greatly reduces cost of labor, and wet trade is few, and social benefit is obvious；

Structural system the most of the present utility model, with the skeleton of basic wall as mentality of designing, requires and owner according to structural safety Building function demand, can take to be replaced material, the control of integrated amount, make system meet basic, normal, high shelves and Layer, the market supply of multilamellar；

System the most of the present utility model by basic wall, warming plate, decorative wall integrated, have superior structural, protect Warm nature and water resistance；

10. skeleton can produce template when pouring as filling wall, has only to do upper mould when producing basic wall part Plate；

11. due to this structure wallboard all be use dry type connect, wall plate member remove after can reuse, floor portion Dividing owing to being embedded into formula, rationally cutting rear section can reuse.

Accompanying drawing explanation

Fig. 1 is that the room of one embodiment of this utility model splits schematic diagram；

Fig. 2 is the structural representation of U-shaped skeleton body of wall；

Fig. 3 is the structural representation of body of wall fall plate application；

Fig. 4 is the structural representation after four pieces of U-shaped skeleton body of wall docking assembly；

Fig. 5 is end column and the connection diagram docking post lower limb；

Fig. 6 is body of wall vertical node connection diagram；

Fig. 7 is the top view of Fig. 6；

Fig. 8 is the structural representation of monolithically integrated body of wall；

Fig. 9 is the right view of Fig. 8；

Figure 10 is the schematic diagram that this utility model is arranged on the foundation beam of job site；

Figure 11 is a kind of embodiment schematic diagram of type steel support floor；

Figure 12 is the another kind of embodiment schematic diagram of type steel support floor；

Figure 13 is another embodiment schematic diagram of type steel support floor.

In the drawings

1,2-integrated wall；3-cast-in-place walls；4-die mould bed die；5-shaped steel；6,11-goes out muscle；7-cast-in-place concrete layer； 8-recess；9-WELDING STUDS；10-laminated floor slab；12-water-proof strip；The cast-in-place end of 13-；14-back-up ring；15-plate cavity；In 100- Wall is filled in portion；101-heat-insulation layer；102-decorative layer；103-end column；104-tension rib head；105-docks post lower limb；106-is even Connect muscle；107-securing member；108-bolt hole；109-fluid sealant；110-expansion sealing strip；111-paraffin；112-connector；113- Foundation beam；114-angle steel；115-foundation bolt；116-concrete；The top relative interior of L-heat-insulation layer and decorative layer fills wall Top move down the bottom relative interior of the distance or heat-insulation layer staggered and decorative layer and fill the top of wall and move down the distance staggered.

Detailed description of the invention

Below with reference to accompanying drawing and describe this utility model in detail in conjunction with the embodiments.It should be noted that do not conflicting In the case of, the embodiment in this utility model and the feature in embodiment can be mutually combined.For sake of convenience, the most such as Occur " on ", D score, "left", "right" printed words, only represent consistent, not to structure with the direction, upper and lower, left and right of accompanying drawing itself Play restriction effect.

Using hollow section as the end column 103 of U-shaped steel skeleton or inverted U steel skeleton, using H profile steel 5 as skeleton Crossbeam, internal wall of filling by lightweight precast concrete, heat-insulation layer 101 be extruded sheet, decorative layer 102 be imitation wood concrete, floor 10 elaborate this utility model for superimposed sheet citing, a kind of integrated assembled type dwelling house system, as shown in figs. 1-7, and main knot Component is: some integrated wall plates, some laminated floor slabs 10, some connectors and waterstop sealing implant；Every piece of integrated wall plate It is made up of interior basic wall, warming plate and imitation wood grain decorative plate；Basic wall is made up of skeleton and internal wall of filling；Skeleton is by two Hollow type end, end column 103, bottom H profile steel beam form.According to yi word pattern, L-type, T-shaped connection node, column can phase Yi word pattern, L-type, T-shaped should be designed to.Be welded with on the inner side of end column 103 steel bar end be beneficial to skeleton with fill wall be connected jail Gu, the bottom of end column 103 is provided with the connection post lower limb for docking up and down.For ensureing that basic wall, warming plate and imitation wood are mixed Solidifying dungeon is solidly connected as entirety, inserts basalt reinforcing bar at a certain distance in the centre of circuit board and is attached.As shown in Figure 8, The decorative layer of integrated wall plate and heat-insulation layer stagger with interior basic wall certain distance in the range of floor height up and down, as horizontal joint waterproofing The first line of defence.The waterproof adhesive tape second sealing defence line connected horizontally as component is posted bottom basic wall.

The skeleton that shaped steel is assembled into is as main bearing member, and skeleton is embedded in filled wall, forms the basic wall of internal layer.In (decorative layer can be Novel imitation stone, imitation wood stricture of vagina concrete, it is also possible to is screed for the basic plug-in heat-insulation layer of wall of layer and decorating wall And coating etc.).Floor (floor can be profiled sheet do pouring concrete on bed die, can be pouring concrete on superimposed sheet, also may be used To be complete prefabricated local hollow concrete etc.) it is embedded in the lower end girder steel of skeleton.Wall plate member (comprises skeleton, fills wall, guarantor Temperature layer, decorative layer) sequence of construction of logical factory and technique linking highly integrated, on-the-spot simple dry type connects and carries out assembly, floor Embed according to structure type, form firm structure the most at the scene.

The construction method of above-mentioned assembled-type house system is as follows:

As shown in FIG. 8 and 9, factory's integrated production panel segment: step one, use back-hand craft pour decorative layer (with As a example by imitation wood stricture of vagina concrete), before concrete initial set, lid pastes warming plate thereon, and inserts basalt reinforcing bar according to design pitch, Reserve steel bar end for connection standard wall concrete；Step 2, treats that imitation wood stricture of vagina concrete reaches prescribed strength, fixes bone thereon Frame and top envelope mould, and pour light-weight filled wall concrete；Superimposed sheet is prefabricated Tong Bu with integrated wall plate.

Site operation part: step one, as shown in Figure 10, cast-in-place foundation beam 113, the reserved rim of a cup and pre-of inserting on foundation beam Buried foot bolt；Step 2, after component conveying to scene, lifting wallboard is inserted in the rim of a cup of foundation beam, and passes through connector Connection post lower limb is connected firmly with foundation beam；Step 3, is carried out the vertical seam connector of two face walls in the inner side of body of wall even Connect, and vertical seam is done water-proofing treatment；Step 4, (floor lifting can all lift at each layer wallboard and execute lifting laminated floor slab After work is complete)；Step 5, pours the in-situ layer of laminated floor slab；Step 6, after one layer of wallboard has all lifted connection, in lifting Layer wallboard and floor, ultimately form firm structure, repeat the above steps, until all floors are all constructed complete.

The content that above-described embodiment illustrates should be understood to that these embodiments are only used for being illustrated more clearly that this utility model, Rather than limit scope of the present utility model, after having read this utility model, those skilled in the art are new to this practicality The amendment of the various equivalent form of values of type each falls within the application claims limited range.

Claims (10)

1. an integrated assembled type dwelling house system, including being surrounded at least one room formed by many face walls, each room has The body of wall of at least one band door opening；It is characterized in that, every face wall is made up of at least one piece of integrated wall, and every piece of integrated wall includes The skeleton being vertically arranged and the inside being arranged between skeleton are filled wall (100) and are constituted, and wherein skeleton includes being arranged on body of wall two The end column (103) of end and be positioned at the shaped steel as crossbeam (5) of body of wall top end face or bottom face；Adjacent two pieces of integrated walls It is fixedly linked between the end column (103) of body, is fixedly linked between this shaped steel (5) and end column (103)；Described shaped steel side Wall has recess (8), the floor (10) of the embedded intrinsic lateral arrangement of this recess (8) or die mould bed die (4), described shaped steel (5) overall structure or described shaped steel (5) and cast-in-place integral cast-in-situ coagulation on die mould bed die (4) are formed and between floor (10) Overall structure is formed between soil layer (3).

Integrated assembled type dwelling house system the most according to claim 1, it is characterised in that being arranged over of described floor (10) Cast-in-place concrete layer (7), described shaped steel (5) and floor (10) are connected into overall structure by this cast-in-place concrete layer (7).

Integrated assembled type dwelling house system the most according to claim 2, it is characterised in that solid on the web of described shaped steel (5) Surely having WELDING STUDS (9), this WELDING STUDS part is arranged in cast-in-place concrete layer (7)；Described floor (10) be provided with out muscle (6, 11), this extension going out muscle (11) is positioned at cast-in-place concrete layer (7)；This end going out muscle (6) is hook solid, is used for hooking Live the reinforcement in cast-in-place concrete layer (7).

Integrated assembled type dwelling house system the most according to claim 1, it is characterised in that the two ends of described floor (10) are respectively In the recess (8) of the corresponding shaped steel (5) being arranged on the integrated wall in the two sides being oppositely arranged.

Integrated assembled type dwelling house system the most according to claim 1, it is characterised in that the end of described floor (10) and phase It is provided with cast-in-place end (13) between the recess (8) of the shaped steel (5) answered.

Integrated assembled type dwelling house system the most according to claim 5, it is characterised in that described floor (10) is empty for having plate The cored slab in chamber (15), this cored slab is fixedly linked with shaped steel (5) by the back-up ring (14) being embedded in cast-in-place end (13).

7. according to the integrated assembled type dwelling house system one of claim 1-6 Suo Shu, it is characterised in that described shaped steel (5) is work One in word steel, H profile steel and C-type steel.

8. according to the integrated assembled type dwelling house system one of claim 1-6 Suo Shu, it is characterised in that every piece of integrated wall also wraps Include setting be filled with the heat-insulation layer (101) of wall (100) lateral surface and be positioned at heat-insulation layer (101) decorative layer (102) outward；Institute State heat-insulation layer (101) and decorative layer (102) to be fixedly linked with internal wall (100) of filling by dowel (106).

Integrated assembled type dwelling house system the most according to claim 8, it is characterised in that the heat-insulation layer of every piece of integrated wall (101) fill the top of wall (100) move down the segment distance that staggers, every piece of integrated wall with the top relative interior of decorative layer (102) The heat-insulation layer (101) of body and the bottom relative interior of decorative layer (102) are filled the top of wall (100) and are moved down the segment distance that staggers.

10. according to the integrated assembled type dwelling house system one of claim 1-6 Suo Shu, it is characterised in that adjacent two pieces of integrated walls The connection node formed between the end column (103) of body is yi word pattern, L-type or T-shaped；Described end column (103) is towards interior Portion fills the side wall surface of wall (100) and is provided with multiple tension rib head (104)；Same face wall is connected by the docking of polylith integrated wall, Yi word pattern node is formed between the end column of adjacent two pieces of integrated walls.