CN206220241U - A kind of steel is cut with reference to assembled-type house building system - Google Patents
A kind of steel is cut with reference to assembled-type house building system Download PDFInfo
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- CN206220241U CN206220241U CN201621171359.6U CN201621171359U CN206220241U CN 206220241 U CN206220241 U CN 206220241U CN 201621171359 U CN201621171359 U CN 201621171359U CN 206220241 U CN206220241 U CN 206220241U
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Abstract
The utility model is related to a kind of steel to cut with reference to assembled-type house building system, is applied to assembled-type house building system, and the system includes the prefabricated filling wall of built-in steel column, built-in girder steel precast shear wall, lightweight, superimposed sheet and auxiliary prefabricated components.Assembly node and connecting plate are all provided with the steel column and shear wall, pouring a section node cast with after through bolt fastening is solidified into one steel column and shear wall.In the grouting device set in reinforcing bar that the connection of interlaminar shear wall is exposed by upper strata wall beam integrated board lower surface, insertion lower floor's wall beam integrated board upper end girder steel belly, interlaminar shear wall is connected by slip casting and superimposed sheet second pouring.The utility model makes overall steel frame secretly spread in node, enhance the shock resistance and fire protecting performance of building, for auxiliary prefabricated components provide condition of contact securely, realize assembling safely and fast accurate, economical and practical, environmental protection, it is easy to industrialized production, there is the necessity widelyd popularize.
Description
Technical field
The utility model is related to assembled-type house building field, and specifically a kind of steel is cut with reference to assembled-type house building
System.
Background technology
Currently, mainly there are two major classes using most assembled-type house building systems, precast concrete house assembled is built
Building body system and steel house assembled architecture system, both building systems cut both ways, precast concrete assembled-type house
Building system has that assembly technology is complicated, and site operation difficulty is big, wall body module needed when installing in place substantial amounts of support and
Holder Fasteners, positioning is fixed difficult and there is larger potential safety hazard.There is easily rust in steel house assembled architecture system
The shortcomings of losing low with fire resistance rating, difficult in maintenance.
Utility model content
The utility model technical issues that need to address are to provide a kind of steel and cut with reference to assembled-type house building system, the body
It is reasonable in design, built-in steel column and built-in shear wall integration plate in section is poured after, a section node cast coagulation is poured after
Soil solidifies and connects, and realizes assembling, and positioning, installation are accurate soon；And support and Holder Fasteners are saved in work progress, eliminate because making
The potential safety hazard brought with support and Holder Fasteners.
In order to solve the above technical problems, the technical scheme that the utility model is used is：
A kind of steel is cut with reference to assembled-type house building system, including built-in steel column, built-in shear wall and superimposed sheet, institute
State steel column and be provided with steel column node, the shear wall is provided with shear wall node, and the steel column and shear wall pass through steel column node
Fixed with shear wall node and pour section solidification connection after again, the shear wall and superimposed sheet are connected through slip casting.
Further, shear wall includes upper strata shear wall and lower floor's shear wall, and the superimposed sheet is arranged on upper strata shear wall
And lower floor's shear wall between, the superimposed sheet is connected with shear wall by the grouting device slip casting set in shear wall.
Further, the inside of the shear wall includes girder steel, reinforcing bar and grouting device, and grouting device is located in girder steel,
The reinforcing bar is located at the lower section of girder steel, and the left and right sides that reinforcing steel bars exposed goes out shear wall are inserted and poured in section after being cast in, upper strata
In the upper end grouting device of the reinforcing bar insertion lower floor shear wall that shear wall lower end is exposed, the left and right end face of the shear wall is provided with
Shear wall connecting plate, the shear wall connecting plate is poured in section after being cast in after being fixed with the steel column connecting plate being arranged on steel column.
Further, the steel column is section bar or welding structural element, and the steel column is provided with concrete and pours into a mould the passage that vibrates.
Further, also including lightweight prepared roofing warming plate, the lightweight prepared roofing warming plate is provided with the steel for exposing
Muscle, in the shear wall on the reinforcing bar insertion gable top, slip casting solidification connection.
The utility model also provides a kind of steel and cuts the construction method for combining assembled-type house building system, including following step
Suddenly：Lay foundation, the assembling reinforcement at grade beam or collar tie beam, installation form, pre-buried steel column column bolt;The correction of installation steel column,
Tighten, suspension column second pouring；Shear wall is installed between steel column, shear wall is fixedly connected with steel column；Cast grade beam or circle
Beam, makes shear wall be consolidated with basis and is connected；One story shear wall is installed in place, and one layer of all shear wall block-by-block is installed into place；First floor face superimposed sheet is installed, superimposed sheet is installed on the upper end of shear wall, make superimposed sheet be fixed on upper strata shear wall and under
Between story shear wall；Section is poured after cast, ground floor assembling is completed；Next the second layer is installed by ground floor lifting step to cut
Power wall；Install second layer flooring superimposed sheet and aid in prefabricated components, be subsequently mounted third layer shear wall complete by that analogy mark
The assembling construction of quasi- layer；The same index bed of attic assembling operational procedure, lightweight prepared roofing warming plate and shear wall slip casting
Connection.
Further, stepIn, shear wall lower end exposed steel bar is inserted in grade beam or ring beam template, with grade beam or circle
Beam steel is connected, and runs through steel column node and shear wall node, shear wall connecting plate and steel column connecting plate by steel column and shearing
Wall bolt is fixed.
Further, stepIn, the girder steel belly of the reinforcing bar insertion lower floor shear wall that upper strata shear wall lower end is exposed
After the grouting device of interior setting, after being fixedly connected steel column node and shear wall slab node with bolt, to 1-2 story shear wall layers segmentum intercalaris
Slip casting in point grouting device, the then surface layer of cast first floor face superimposed sheet, interlaminar shear wall is set to solidify connection.
By adopting the above-described technical solution, the beneficial effect that the utility model is obtained is：
Steel is cut with reference to assembled-type house building system and its construction method, has concrete assembled and steel construction assembled concurrently
Plurality of advantages, respectively take the chief, the two fusion is formed new structure, and concrete assembled and steel construction assembled can be eliminated
The weak point being individually present.The utility model modern design, simple structure, quick, reliable in quality is built, node concrete is poured
Steel frame enhances the shock resistance and fire line of building without exposing, playing a part of enhancing shear wall structure intensity after note
Can, steel frame plays safety, quick, accurate positioning in the assembling assembling stage, greatly promotes installation effectiveness, construction safety, warp
Ji, convenience, reduce environmental pollution, are one of main contents of the present utility model.
It is a kind of practical, efficient building system that the utility model is easy to industrialization production, be also industry development must
Right trend, is that society brings immeasurable economic benefit and social benefit, there is the necessity widelyd popularize, while being also industry
New approaches have been started in sound development.
The built-in steel column that the utility model is set can be section bar or weldment, when steel column is tubing, it is necessary in tube wall
On open up concrete cast and vibrate passage, the steel column plays a part of positioning, fixed shear wall in the assembling installation stage,
Poured after being poured into section and play a part of enhancing structure intensity, concrete cast is provided with the steel column and is vibrated passage, successively
A section node is poured after cast.The steel column is taken root fixation using bolt.Section is poured after described is exactly：The wall section of concrete secondary cast
Point, makes wall body node solidify connection after cast concrete.
The industry uses built-in shear wall first, turns into an integral module girder steel and shear wall are prefabricated, is batch production
Production and scene are built there is provided convenient, also improve construction quality；Section is equipped with the built-in shear wall and built-in steel column
Point and connecting plate, after the built-in shear wall is lifted in place successively in installation process, are fixed with bolt, are eliminated
Support and Holder Fasteners that traditional installations need, completely eliminate because hidden using the safety that support and Holder Fasteners bring
Suffer from and assemble the numerous and diverse operation installed, be truly realized safety, the construction of quick assembled in situ.
Built-in steel column and various connection reinforcing bars etc. are poured in section node after being poured into, and enhancing the structural strength of building makes to resist
Shake ability is further lifted, and built-in steel column, various reinforcing bars or section bar etc. are wrapped in inside concrete, and fire protecting performance is obtained
Further lifting.
Reinforcing bar is equipped with the steel column and shear wall end face mutually to overlap, the upper strata exposed steel bar insertion lower floor wall beam
After grouting device in integrated assembly system, implement slip casting.The residential building system sound construction of this structure, quality can
Lean on, the shock resistance of building is greatly enhanced.
During construction and installation, workmen operates indoors, is used to support fixed shear wall without scaffold.
The residential building system builds speed soon, less manpower, province's support and Holder Fasteners material, province's mechanical one-shift, province's scaffold, and it is saved
About effect using steel frame far beyond due to bringing the increased cost of steel amount.
Brief description of the drawings
Fig. 1 is the utility model main structure diagram；
Fig. 2 is the structural representation of the built-in steel column of the utility model；
Fig. 3 is the structural representation of the built-in shear wall of the utility model.
Wherein, 1, steel column；2nd, shear wall；3rd, superimposed sheet；4th, steel column node；5th, steel column connecting plate；6th, section is poured after；7th, coagulation
Soil pours into a mould the passage that vibrates；8th, reinforcing bar；9th, shear wall node；10 shear wall connecting plates.
Specific embodiment
The utility model is described in further details with reference to embodiment：
A kind of steel is cut with reference to assembled-type house building system, and structure is as Figure 1-3；Including built-in steel column 1, built-in
Shear wall 2, superimposed sheet 3 and roofing top board, the superimposed sheet 3 be arranged on the built-in shear wall 2 of the built-in shear wall 2 in upper strata and lower floor it
Between, the roofing top board is a kind of prefabricated decoration panel of lightweight.
As shown in Fig. 2 the steel column 1 can be tubing, or the various section bars such as H steel, channel-section steel, band iron, angle steel, when
Steel column 1 be tubing when need the perforate on tube wall, as concrete cast vibrate passage 7 with this pour into a mould after pour a section node coagulation
Soil.
As shown in figure 3, the shear wall 2 is prefabricated to being made together by girder steel and wallboard, is divided by species and sheared
Wall 2 can be divided into integrated interior wall and integrated exterior wall, and the integrated interior wall is that girder steel and lining are prefabricated integral and constitute
, the integrated exterior wall is that girder steel and insulation material are prefabricated integral and be made, and is all provided with the Side fascia and lining
There are girder steel, reinforcing bar 8 and grouting device.The reinforcing bar 8 is exposed at the bottom of shear wall 2, and the reinforcing bar 8 that upper strata shear wall exposes is inserted
In the grouting device of lower floor's shear wall, solidified through slip casting and connected.
The grouting device is arranged between the top flange plate of girder steel and bottom wing listrium, including is arranged on bottom wing listrium and abdomen
Two slip casting connecting tubes of plate infall, two ends are respectively welded at the slip casting sleeve on top flange plate and bottom wing listrium, the note
Slurry connecting tube is connected with slip casting sleeve, and top bars and lower floor's reinforcing bar both pass through slip casting sleeve.From the slip casting of slip casting connecting tube
To grouting under pressure in slip casting connecting tube, slip casting slurry is pressed into each slip casting sleeve to port joint, and realization connects from a slip casting port
Head in multiple slip casting sleeves in communication to applying note slip casting slurry.
The superimposed sheet 3 is formed by armored concrete is prefabricated.
As shown in Figures 2 and 3, the steel column 1 is provided with steel column node 4 and steel column connecting plate 5, the shear wall 2 or so
End face is provided with shear wall node 9 and shear wall connecting plate 10, and the steel column 1 and shear wall 2 pass through steel column node 4 and shear wall
Node 9, steel column connecting plate 5 are fixedly attached together with shear wall connecting plate 10, and pour in section node after being cast in.
Steel provided by the utility model is cut with reference to assembled-type house building system, is a house multilayer or high-rise building
Room, the steel column 1 is that 3 floors are high, and every 3 floor room shares a complete steel column 1, it is necessary to first after the completion of every 3 layers of building construction
Steel column 1 is welded together, the construction procedure of remaining shear wall 2 and superimposed sheet 3 is identical with first 3 layers, roofing top is being installed
During plate, the roofing top board i.e. lightweight prepared roofing warming plate are, it is necessary to by lightweight prefabricated thermal insulation laminate and the slip casting of shear wall 2
Connection.
The utility model also provides a kind of steel and cuts the construction method for combining assembled-type house building system, including following step
Suddenly：
Lay foundation, the assembling reinforcement at grade beam or collar tie beam, installation form, the pre-buried foundation bolt for fixing steel column 1;
Steel column 1 is installed, is corrected, tightened anchor bolt nut, perfusion steel column 1 suspension column, suspension column second pouring；
Shear wall 2 is installed between the steel column 1 installed, integrated interior wall is first installed, integrated exterior wall is then installed；
One layer of shear wall 2 is installed, the reinforcing bar 8 that the lower end of shear wall 2 is exposed is inserted in grade beam or ring beam template, with ground
Beam or ring beam reinforcing steel bar are connected, and run through steel column node 4 and shear wall node 9, steel column connecting plate 5 will with shear wall connecting plate 10
Steel column 1 is tightened with shear wall 2 with high-strength bolt, after reinforcing bar colligation is errorless after testing, pour into a mould grade beam or collar tie beam, make shear wall 2 with
The firm connection in basis；
One layer of the block-by-block of shear wall 2 is installed in place in order；
The superimposed sheet 3 in first floor face is installed, superimposed sheet 3 is installed on the upper end of shear wall 2, be fixed on superimposed sheet 3
Between upper strata shear wall and lower floor's shear wall；
Section 6 is poured after cast, ground floor assembling is completed；
Next the shear wall 2 that ground floor lifting step installs the second layer, the steel that upper strata shear wall lower end is exposed are pressed
After the grouting device set in the girder steel belly of the insertion of muscle 8 lower floor shear wall, steel column node 4 and shear wall are fixedly connected with bolt
After plate node 9, to slip casting in 1-2 story shear wall layers intermediate node grouting devices, then the surface layer of superimposed sheet 3 in cast first floor face,
The shear wall 2 of interlayer is set to solidify connection；
Start that second layer flooring superimposed sheet is installed and aid in prefabricated components, be subsequently mounted third layer shear wall 2 with such
Push away the assembling construction for completing index bed；
The same index bed of attic assembling operational procedure, lightweight prepared roofing warming plate are connected with shear wall slip casting.
Component installation fixation is divided into two steps in the utility model embodiment：The first step：Built-in steel column 1, lifting are installed
The two is screwed in one by shear wall 2 after making the belly grouting device of the built-in shear wall of the insertion lower floor of reinforcing bar 8 that lower end exposes with bolt
Rise；Superimposed sheet 3 and prefabricated bulk light-weight filled wall and auxiliary part etc. are installed and complete assembling；Second step：Noted in filling system
Slurry, after pour formwork supporting plate at section 6, section 6 is poured after cast, superimposed sheet beats ash 3 two times, monolithic architecture is frozen into one after concrete setting
Individual entirety.
The utility model is using the method completion construction being fixedly connected between node and connecting plate with poured after slip casting, construction period
Short, this building system reliable in quality, shock resistance is strong, is the inexorable trend of industry development.
Finally it should be noted that：Above example is only used to illustrate the technical solution of the utility model, rather than its limitations；
Although being described in detail to the utility model with reference to the foregoing embodiments, it will be understood by those within the art that：
It can still be modified to the technical scheme described in previous embodiment, or which part technical characteristic is equal to
Replace；And these modifications or replacement, the essence of appropriate technical solution is departed from the utility model embodiment technical scheme
Spirit and scope.
Claims (5)
1. a kind of steel is cut with reference to assembled-type house building system, it is characterised in that：Including built-in steel column（1）, built-in shearing
Wall（2）And superimposed sheet（3）, the steel column（1）It is provided with steel column node（4）, the shear wall（2）It is provided with shear wall node
（9）, the steel column（1）And shear wall（2）By steel column node（4）And shear wall node（9）Section is poured in fixation after again（6）Solidification
Connection, the shear wall（2）And superimposed sheet（3）Connected through slip casting.
2. a kind of steel according to claim 1 is cut with reference to assembled-type house building system, it is characterised in that：Shear wall（2）
Including upper strata shear wall and lower floor's shear wall, the superimposed sheet（3）It is arranged between upper strata shear wall and lower floor's shear wall, it is described
Superimposed sheet（3）With shear wall（2）By shear wall（2）The grouting device slip casting connection of interior setting.
3. a kind of steel according to claim 2 is cut with reference to assembled-type house building system, it is characterised in that：The shear wall
（2）Inside include girder steel, reinforcing bar（8）And grouting device, grouting device is located in girder steel, the reinforcing bar（8）It is located at girder steel
Lower section, reinforcing bar（8）Expose outside shear wall（2）Left and right sides insert and pour section after being cast in（6）It is interior, upper strata shear wall lower end
The reinforcing bar for exposing（8）In the upper end grouting device of insertion lower floor shear wall, the shear wall（2）Left and right end face be provided with shearing
Wall connecting plate（10）, the shear wall connecting plate（10）Be arranged on steel column（1）On steel column connecting plate（5）It is cast in after fixation
After pour section（6）It is interior.
4. a kind of steel according to claim 3 is cut with reference to assembled-type house building system, it is characterised in that：The steel column
（1）It is section bar or welding structural element, the steel column（1）Section concrete is poured after being provided with and pours into a mould the passage that vibrates（7）.
5. a kind of steel according to claim 1 is cut with reference to assembled-type house building system, it is characterised in that：Also include lightweight
Prepared roofing warming plate, the lightweight prepared roofing warming plate is provided with the reinforcing bar for exposing（8）, the reinforcing bar（8）Insertion gable top
The shear wall at end（2）It is interior, slip casting solidification connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621171359.6U CN206220241U (en) | 2016-10-26 | 2016-10-26 | A kind of steel is cut with reference to assembled-type house building system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621171359.6U CN206220241U (en) | 2016-10-26 | 2016-10-26 | A kind of steel is cut with reference to assembled-type house building system |
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| CN206220241U true CN206220241U (en) | 2017-06-06 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436895A (en) * | 2016-10-26 | 2017-02-22 | 曲周县和盛新型建筑材料有限公司 | Steel column-shear wall combined assembled residential building system and construction method thereof |
| CN107268853A (en) * | 2017-07-07 | 2017-10-20 | 青岛腾远设计事务所有限公司 | A kind of full bolts assemblies formula steel skeleton light-duty plate and preparation method thereof |
| CN108252420A (en) * | 2017-12-19 | 2018-07-06 | 浙江绿筑集成科技有限公司 | A kind of connection method of no support type laminated floor slab and PEC shear walls |
-
2016
- 2016-10-26 CN CN201621171359.6U patent/CN206220241U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436895A (en) * | 2016-10-26 | 2017-02-22 | 曲周县和盛新型建筑材料有限公司 | Steel column-shear wall combined assembled residential building system and construction method thereof |
| CN107268853A (en) * | 2017-07-07 | 2017-10-20 | 青岛腾远设计事务所有限公司 | A kind of full bolts assemblies formula steel skeleton light-duty plate and preparation method thereof |
| CN108252420A (en) * | 2017-12-19 | 2018-07-06 | 浙江绿筑集成科技有限公司 | A kind of connection method of no support type laminated floor slab and PEC shear walls |
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