CN209686654U - Cast-in-place light material steel member building - Google Patents
Cast-in-place light material steel member building Download PDFInfo
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- CN209686654U CN209686654U CN201920184292.7U CN201920184292U CN209686654U CN 209686654 U CN209686654 U CN 209686654U CN 201920184292 U CN201920184292 U CN 201920184292U CN 209686654 U CN209686654 U CN 209686654U
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Abstract
The utility model discloses a kind of cast-in-place light material steel member buildings, including several girder steels, several steel columns, truss floor support plate, girder steel is connected between steel column, truss floor support plate is fixed on girder steel, it further include cast-in-place light material wall, cast-in-place light material wall includes spaced apart two keel shoes, the end edge of each keel shoe is fixedly installed keelson respectively, the outside of two keel shoes is fixedly installed panel respectively, casting space is formed between two panels, an at least Duan Gangliang is provided in casting space, light material has been poured in casting space, keelson and truss floor support plate, it is fixedly connected between steel column.Using cast-in-place light material wall, as dividing wall, the thermal and insulating performance of building can be improved in the utility model, more energy saving using building itself.In addition, girder steel is typically entrapped within the inside of cast-in-place light material wall, solves the problems such as steel antirust, fire prevention, heat preservation, and relative to coating, Fireproof antirust effect is more preferable.
Description
Technical field
The utility model belongs to the technical field of building structure, and in particular to a kind of cast-in-place light material steel member system is built
It builds.
Background technique
The purlin that steel member building in the related technology generally comprises steel framework frame member and is arranged on steel framework frame member
Frame floor support plate is further typically provided with dividing wall between truss floor support plate, and dividing wall is generally lightgage steel joist hollow wall.Steel member
The advantages of building be intensity it is high, from heavy and light, overall stiffness is good, deformability is strong, therefore for building large span and superelevation, super
Heavy building is particularly suitable.But since steel thermal coefficient is high, thermal and insulating performance is very poor, therefore its building itself
It is not energy-efficient.In addition, steel member gets rusty easily, and unfavorable to preventing fires, at present mainly using sprayed fire proofing antirusting paint in steel
Component surface solves problem of rustiness, but coating price is expensive, and coating needs to spray again every the several years, later maintenance at
This height.
Utility model content
At least one of to solve above-mentioned technical problem, the utility model proposes a kind of cast-in-place light material steel member bodies
System's building.
The purpose of this utility model is achieved through the following technical solutions:
A kind of cast-in-place light material steel member building is provided, including several girder steels, several steel columns, truss building are held
Plate, the girder steel are connected between steel column, and the truss floor support plate is fixed on girder steel, it is characterised in that: further include existing
Light material wall is poured, the cast-in-place light material wall includes spaced apart two keel shoes, the end edge of each keel shoe
It is fixedly installed keelson respectively, the outside of described two keel shoes is fixedly installed panel respectively, between described two panels
Casting space is formed, an at least Duan Gangliang is provided in the casting space, has poured light material in the casting space, institute
It states between keelson and the truss floor support plate and/or is fixedly connected between the keelson and the steel column.
As a further improvement, the upper surface of the girder steel is fixedly connected with the lower surface of truss floor support plate, girder steel
Lower surface is fixedly installed girder steel connection keel by welding or by connector, between the girder steel connection keel and keel shoe
It mutually snaps connection or is welded to each other or be connected with each other by connector；And/or the surface of the steel column by welding or passes through
Connector is fixedly installed steel column connection keel, mutually snaps connection between the steel column connection keel and keel shoe or mutually welds
It connects or is connected with each other by connector.
As a further improvement, it is provided with cast-in-place light material insulating layer on the outside of the girder steel and/or steel column, it is described
Cast-in-place light material insulating layer includes the heat insulating panel for keeping the temperature keel shoe and being fixed on the outside of heat preservation keel shoe, the heat preservation
Keel shoe is fixedly connected with the girder steel or steel column, the outer surface of the inner surface of the heat insulating panel and the girder steel or steel column it
Between form casting space, heat-insulating light material has been poured in the casting space.
As a further improvement, the surface of the girder steel is fixedly installed girder steel connection by welding or by connector
Keel are mutually snapped connection or are welded to each other or mutually interconnected by connector between the girder steel connection keel and heat preservation keel shoe
It connects；And/or the surface of the steel column is fixedly installed steel column connection keel by welding or by connector, the steel column connects
It mutually snaps connection or is welded to each other between building sequence bone and heat preservation keel shoe or be connected with each other by connector.
As a further improvement, it is connected with each other between the keelson and the truss floor support plate by connector.
It as a further improvement, can by length between the inside of two keel shoes of the cast-in-place light material wall
The rod assembly of tune connects.
As a further improvement, the rod assembly includes adjusting screw rod and adjusting nut, described two keel shoes
Inside is respectively arranged with through-hole, and the adjusting screw rod is arranged in the through-hole on described two keel shoes simultaneously, the adjusting spiral shell
Female end bolt that through-hole is passed through with adjusting screw rod；Or, the rod assembly includes adjusting rod, two fixed links, two solid
One end of fixed pole is fixedly connected on the inside of two keel shoes respectively, and the other end of two fixed links is respectively arranged with oppositely oriented
Screw thread, the both ends of the adjusting rod are provided with oppositely oriented screw thread, the other end of two fixed links respectively with the adjusting
The both ends bolt of bar.
As a further improvement, the rod assembly further includes sleeve, the sleeve be sheathed on positioned at two through-holes it
Between adjusting screw rod on.
As a further improvement, the keel shoe includes more centre keels arranged in a crossed manner, transoms, the perpendicular dragon
Bone, transom are mutually snapped connection or are welded to each other or be connected with each other by connector in infall, and the panel is fixed on institute
It states on centre keel, the rod assembly is connected in the transom.
As a further improvement, the connector be at least one of screw, rivet, corner brace, gas steel nail, and/
Or, the light material is foam concrete or foamed plastic.
Existing cast-in-place light material steel member building provided by the utility model, including several girder steels, several steel
Column, truss floor support plate, the girder steel are connected between steel column, and the truss floor support plate is fixed on girder steel, and feature exists
In: it further include cast-in-place light material wall, the cast-in-place light material wall includes spaced apart two keel shoes, Mei Gelong
The end edge of skeleton is fixedly installed keelson respectively, and the outside of described two keel shoes is fixedly installed panel respectively, and described two
Casting space is formed between a panel, and an at least Duan Gangliang is provided in the casting space, has been poured in the casting space
Light material is fixedly connected between the keelson and the truss floor support plate and/or between the keelson and the steel column.
Cast-in-place light material steel member building provided by the utility model uses cast-in-place light material wall as dividing wall, cast-in-place
Light material wall body structure has many advantages, such as that lightweight, flatness be good, heat preservation and soundproof, anti-seismic performance, and the thermal insulation separation of building can be improved
Hot property, it is more energy saving using building itself.In addition, girder steel is typically entrapped within the inside of cast-in-place light material wall, solve steel
The problems such as antirust, fire prevention, heat preservation, and relative to coating, the Fireproof antirust effect of the steel member of the utility model is more preferable.
Detailed description of the invention
Using attached drawing, the utility model is described in further detail, but the embodiment in attached drawing is not constituted to the utility model
Any restrictions for those of ordinary skill in the art without creative efforts, can also be according to following attached
Figure obtains other attached drawings.
Fig. 1 is the schematic perspective view of the cast-in-place light material wall in cast-in-place light material steel member building.
Fig. 2 is that the girder steel less than cast-in-place light material thickness of wall body in cast-in-place light material steel member building is arranged
Structural schematic diagram in cast-in-place light material wall.
Fig. 3 is the enlarged drawing of part A in Fig. 2.
Fig. 4 is that the girder steel greater than cast-in-place light material thickness of wall body in cast-in-place light material steel member building is arranged
Structural schematic diagram in cast-in-place light material wall.
Fig. 5 is the enlarged drawing of part B in Fig. 4.
Fig. 6 is the formula girder steel outsourcing cast-in-place light material insulating layer that is hung in cast-in-place light material steel member building
Structural schematic diagram.
Fig. 7 is that the structure of the steel column outsourcing cast-in-place light material insulating layer in cast-in-place light material steel member building is shown
It is intended to.
Specific embodiment
In order to make those skilled in the art more fully understand the technical solution of the utility model, with reference to the accompanying drawing and have
Body embodiment is described in further detail the utility model, it should be noted that in the absence of conflict, the application's
Feature in embodiment and embodiment can be combined with each other.
In conjunction with shown in Fig. 1 to Fig. 7, a kind of cast-in-place light material steel member system provided by the embodiment of the utility model is built
It builds, including several girder steels 11, several steel columns 12, truss floor support plate 2, the girder steel 11 are connected between steel column 12, girder steel
11 and steel column 12 be steel member, girder steel 11 and steel column 12 form the frame of steel member building, and the truss floor support plate 2 is solid
It is fixed to be arranged on girder steel 11.The utility model embodiment further includes cast-in-place light material wall 3, the cast-in-place light material wall
3 include spaced apart two keel shoes 31, and the end edge of each keel shoe 31 is fixedly installed keelson 35 respectively, is provided with
End edge is day keel on keel shoe 31, and it is ground joist that lower end edge, which is arranged in,.Distinguish in the outside of described two keel shoes 31
It is fixedly installed panel 32, casting space is formed between described two panels 32, has poured light material in the casting space
33, the light material 33 is foam concrete or foamed plastic.Between the keelson 35 and the truss floor support plate 2 and/
Or it is fixedly connected between the keelson 35 and the steel column 12.In Fig. 2, the keelson 35 and the truss floor support plate 2
Between pass through connector be connected with each other.The utility model embodiment is existing due to using cast-in-place light material wall as dividing wall
Pouring light material wall body structure has many advantages, such as that lightweight, flatness be good, heat preservation and soundproof, anti-seismic performance, and the heat preservation of building can be improved
Heat-proof quality, it is more energy saving using building itself.
As shown in Figures 2 to 5, the girder steel 11 is arranged in the casting space of the cast-in-place light material wall 3, this
Sample, girder steel 11 are typically entrapped within the inside of cast-in-place light material wall 3, solve the problems such as steel antirust, fire prevention, heat preservation, and opposite
In coating, above structure Fireproof antirust effect is more preferable.The fixed company in the upper surface of the girder steel 11 and the lower surface of truss floor support plate 2
It connects, the lower surface of girder steel 11 is fixedly installed girder steel connection keel 111, the girder steel connection dragon by welding or by connector
It mutually snaps connection or is welded to each other between bone 111 and keel shoe 31 or be connected with each other by connector.As shown in fig. 7, described
The surface of steel column 12 is fixedly installed steel column connection keel 121 by welding or by connector, and the steel column connects keel 121
It mutually snaps connection or is welded to each other between keel shoe 31 or be connected with each other by connector.
As further preferred embodiment, as shown in Figure 6 and Figure 7, the outside of the girder steel 11 and/or steel column 12 is set
It is equipped with cast-in-place light material insulating layer 4, the cast-in-place light material insulating layer 4 includes heat preservation keel shoe 41 and is fixed at guarantor
The heat insulating panel 42 in warm 41 outside of keel shoe, the heat preservation keel shoe 41 is fixedly connected with the girder steel 11 or steel column 12, described
Casting space is formed between the inner surface of heat insulating panel 42 and the outer surface of the girder steel 11 or steel column 12, in the casting space
Heat-insulating light material 43 is poured, the heat-insulating light material 43 is foam concrete or foamed plastic.Cast-in-place light material is protected
Warm layer 4 has many advantages, such as that lightweight, flatness be good, heat preservation and soundproof, anti-seismic performance, and the thermal and insulating performance of building can be improved, and uses
Building itself is more energy saving.
As further preferred embodiment, the surface of the girder steel 11 is fixedly installed by welding or by connector
There is girder steel to connect keel 111, mutually snaps connection or be welded to each other between the girder steel connection keel 111 and heat preservation keel shoe 41
Or it is connected with each other by connector；And/or the surface of the steel column 12 is fixedly installed steel column by welding or by connector
Keel 121 are connected, mutually snaps connection or is welded to each other or pass through between the steel column connection keel 121 and heat preservation keel shoe 41
Connector is connected with each other.
In above embodiment, the connector is at least one of screw, rivet, corner brace, gas steel nail, connector
It can select to use according to practice of construction scene.
As further preferred embodiment, as shown in Figure 1, Figure 2, Figure 4 shows, the two of the cast-in-place light material wall 3
It is connected between the inside of a keel shoe 31 by length-adjustable rod assembly 34, rod assembly can be multiple.The utility model
It is connected between the inside of two keel shoes in embodiment by length-adjustable rod assembly, cast-in-place light material wall is by day
Keel, ground joist determine the distance between two keel shoes, and then determine thickness of wall body, and two keel shoes can be adjustable by length
Rod assembly limit distance between the two, to guarantee that thickness of wall body is constant, and then be applicable in different-thickness wall on site
Requirement, in this way without according to thickness of wall body tailoring lightgage steel joist, it is possible to reduce the customization of keel specification, grid components thus can
The factorial production is standardized to realize, reduces cost.Further, since rod assembly holds two keel shoes, foaming coagulation is poured
Two keel shoes are not susceptible to deformation when native, and panel is also not easy that bulging occurs because pouring.
As rod assembly further preferred embodiment, one rod assembly 34 includes 341 He of adjusting screw rod
Adjusting nut 342, adjusting screw rod 341 can be screw rod of the one end with cap, use with an adjusting nut 342 is unified, adjusting screw rod 341
It can also be the screw rod without cap, two adjusting nuts 342 is cooperated to use.The inside of described two keel shoes 31 is respectively arranged with logical
Hole, the adjusting screw rod 341 are arranged in the through-hole on described two keel shoes 31 simultaneously, the adjusting nut 342 and adjusting
Screw rod 341 passes through the end bolt of through-hole.In this way, two keel shoes can be conveniently adjusted by twisting adjusting nut 342
The distance between 31.
As rod assembly another preferred embodiment, the rod assembly 34 includes adjusting rod, two fixed links,
One end of two fixed links is fixedly connected with the inside of two keel shoes 31 respectively, and the other end of two fixed links is respectively arranged with
Oppositely oriented screw thread, the both ends of the adjusting rod are provided with oppositely oriented screw thread, the other end of two fixed links respectively with
The both ends bolt of the adjusting rod.It is easy to adjust by twisting the adjusting rod i.e. length of compensation linkage component 34.The tune
Pole is heat-barrier material sleeve as made of high-strength PC plastics.In this way, it can be achieved that bridge insulation thermal resistance effect, thus as much as possible
Improve the thermal insulation property of wall.In above-described embodiment, the adjusting rod can be tubulose adjusting rod, and the fixed link is fixed for column
Bar, the screw thread being arranged on the tubulose adjusting rod are internal screw thread, and the screw thread being arranged in the column fixed link is external screw thread；Or,
The adjusting rod is column adjusting rod, and the fixed link is tubular fixed rod, and the screw thread being arranged on the column adjusting rod is outer
Screw thread, the screw thread being arranged on the tubular fixed rod are internal screw thread.
As further preferred embodiment, as shown in figure 3, the rod assembly 34 further includes sleeve 343, the set
Cylinder 343 is sheathed on the adjusting screw rod 341 between two through-holes.The sleeve 343 is sheathed between two through-holes
Adjusting screw rod 341 on.The sleeve 343 is heat-barrier material sleeve as made of PC plastic.In this way, it can be achieved that bridge insulation thermal resistance
Effect, to improve the thermal insulation property of wall as much as possible.Meanwhile the length of sleeve 343 changes according to thickness of wall body and is chosen,
Prevent in the same face wall construction because during adjusting screw rod 341 is spirally connected with adjusting nut 342 degree of rotation difference cause together
The inconsistent problem of one face thickness of wall body.
As further preferred embodiment, as shown in Figure 1, the keel shoe 31 includes more perpendicular dragons arranged in a crossed manner
Bone 311, transom 312, centre keel 311 are arranged on the outside, and transom 312 is arranged in inside.The centre keel 311, transom
312 are mutually permanently connected in infall, and the centre keel 311, transom 312 are mutually snapped connection or are welded to each other in infall
Or be connected with each other by connector, the connector is screw or rivet.The panel 32 is fixed on described by tapping screw
On centre keel 311, the rod assembly 34 is connected in the transom 312.The centre keel 311 and transom 312 are
Trough keel, the open side of centre keel 311 towards inside, the open side of transom 312 towards outside, the centre keel 311
It is provided with the hook part of protrusion on cell wall, being correspondingly arranged on the cell wall of the transom 312 can snap connection with hook part
Clamping part.Being reliably connected for centre keel and transom can be realized by above-mentioned snap fit, and traditional anchor studs etc. are fixed connects
The mode of connecing is compared, and the use of the big product of the thermal coefficients such as steel can be reduced；Also, the above-mentioned transom being connected together and perpendicular dragon
The contact area of bone is small, further reduces the conduction of heat, and transom and centre keel are all made of trench structure, and foamed concrete can
In filling to its slot, the continuity of foamed concrete ensure that, thus above structure further increases the heat insulating ability of combined wall
Energy.
Many details are elaborated in above description in order to fully understand the utility model, still, this is practical new
Type can also be implemented using other than the one described here other modes, it is thus impossible to be interpreted as protecting the utility model
Protect the limitation of range.
In short, although the utility model lists above-mentioned preferred embodiment, although it should be noted that the skill of this field
Art personnel can carry out various change and remodeling, unless such change and modification deviate from the scope of the utility model, otherwise
It should be construed as being included in the protection scope of the utility model.
Claims (10)
1. a kind of cast-in-place light material steel member building, including several girder steels (11), several steel columns (12), truss buildings
Board (2), the girder steel (11) are connected between steel column (12), and the truss floor support plate (2) is fixed on girder steel (11),
It is characterized by also including cast-in-place light material wall (3), the cast-in-place light material wall (3) includes spaced apart two
The end edge of a keel shoe (31), each keel shoe (31) is fixedly installed keelson (35) respectively, described two keel shoes (31)
Outside be fixedly installed respectively panel (32), casting space is formed between described two panels (32), in the casting space
Be provided at least a Duan Gangliang (11), poured in the casting space light material (33), the keelson (35) with it is described
It is fixedly connected between truss floor support plate (2) and/or between the keelson (35) and the steel column (12).
2. cast-in-place light material steel member building according to claim 1, it is characterised in that: the girder steel (11)
Upper surface is fixedly connected with the lower surface of truss floor support plate (2), and the lower surface of girder steel (11) is solid by welding or by connector
Surely be provided with girder steel connection keel (111), mutually snapped connection between girder steel connection keel (111) and keel shoe (31) or
It is welded to each other or is connected with each other by connector；And/or the surface of the steel column (12) is fixed by welding or by connector
It is provided with steel column connection keel (121), is mutually snapped connection between steel column connection keel (121) and keel shoe (31) or phase
It mutually welds or passes through connector and be connected with each other.
3. cast-in-place light material steel member building according to claim 1, it is characterised in that: the girder steel (11)
And/or cast-in-place light material insulating layer (4) is provided on the outside of steel column (12), the cast-in-place light material insulating layer (4) includes
Heat preservation keel shoe (41) and the heat insulating panel (42) being fixed on the outside of heat preservation keel shoe (41), the heat preservation keel shoe (41)
It is fixedly connected with the girder steel (11) or steel column (12), the inner surface and the girder steel (11) or steel column of the heat insulating panel (42)
(12) casting space is formed between outer surface, and heat-insulating light material (43) have been poured in the casting space.
4. cast-in-place light material steel member building according to claim 3, it is characterised in that: the girder steel (11)
Surface is fixedly installed girder steel connection keel (111), girder steel connection keel (111) and guarantor by welding or by connector
It mutually snaps connection or is welded to each other between warm keel shoe (41) or be connected with each other by connector；And/or the steel column (12)
Surface be fixedly installed steel column connection keel (121) by welding or by connector, steel column connection keel (121) with
It mutually snaps connection or is welded to each other between heat preservation keel shoe (41) or be connected with each other by connector.
5. cast-in-place light material steel member building according to claim 1, it is characterised in that: the keelson (35)
It is connected with each other between the truss floor support plate (2) by connector.
6. cast-in-place light material steel member building according to any one of claim 1 to 5, it is characterised in that: institute
It states and is connected between the inside of two keel shoes (31) of cast-in-place light material wall (3) by length-adjustable rod assembly (34)
It connects.
7. cast-in-place light material steel member building according to claim 6, it is characterised in that: the rod assembly
(34) include adjusting screw rod (341) and adjusting nut (342), be respectively arranged with through-hole on the inside of described two keel shoes (31),
The adjusting screw rod (341) is arranged in the through-hole on described two keel shoes (31) simultaneously, the adjusting nut (342) and tune
Save the end bolt that screw rod (341) pass through through-hole；Or, the rod assembly (34) includes adjusting rod, two fixed links, two
One end of fixed link is fixedly connected on the inside of two keel shoes (31) respectively, and the other end of two fixed links is respectively arranged with rotation
To opposite screw thread, the both ends of the adjusting rod are provided with oppositely oriented screw thread, the other end of two fixed links respectively with institute
State the both ends bolt of adjusting rod.
8. cast-in-place light material steel member building according to claim 7, it is characterised in that: the rod assembly
It (34) further include sleeve (343), the sleeve (343) is sheathed on the adjusting screw rod (341) between two through-holes.
9. cast-in-place light material steel member building according to claim 6, it is characterised in that: the keel shoe (31)
Including more centre keels (311) arranged in a crossed manner, transoms (312), the centre keel (311), transom (312) are in infall
It mutually snaps connection or is welded to each other or be connected with each other by connector, the panel (32) is fixed on the centre keel (311)
On, the rod assembly (34) is connected on the transom (312).
10. according to cast-in-place light material steel member building described in claim 2 or 4 or 5, it is characterised in that: the company
Fitting be at least one of screw, rivet, corner brace, gas steel nail, and/or, the light material be foam concrete or hair
Foamed material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920184292.7U CN209686654U (en) | 2019-02-02 | 2019-02-02 | Cast-in-place light material steel member building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920184292.7U CN209686654U (en) | 2019-02-02 | 2019-02-02 | Cast-in-place light material steel member building |
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| Publication Number | Publication Date |
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| CN209686654U true CN209686654U (en) | 2019-11-26 |
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| CN201920184292.7U Active CN209686654U (en) | 2019-02-02 | 2019-02-02 | Cast-in-place light material steel member building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115341662A (en) * | 2022-07-27 | 2022-11-15 | 陕西华建集团有限公司 | Steel construction outer wall metal roofing part |
-
2019
- 2019-02-02 CN CN201920184292.7U patent/CN209686654U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115341662A (en) * | 2022-07-27 | 2022-11-15 | 陕西华建集团有限公司 | Steel construction outer wall metal roofing part |
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Effective date of registration: 20221129 Address after: 410100 No. A5042, Agricultural Expo Center and Green Food City, No. 540, Zhongyi 1st Road, Jingwanzi Street, Yuhua District, Changsha City, Hunan Province Patentee after: Hunan Ruidun New Material Technology Co.,Ltd. Address before: Room 5038, Building A, Green Food City, Hongxing International Logistics Center, No. 506, Zhongyi First Road, Yuhua District, Changsha City, Hunan Province, 410100 Patentee before: HUNAN FEIYANG CONSTRUCTION PROJECT Co.,Ltd. |