CN209723300U - The wall frame of cast-in-place foamed concrete and cast-in-place foaming concrete wall - Google Patents
The wall frame of cast-in-place foamed concrete and cast-in-place foaming concrete wall Download PDFInfo
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- CN209723300U CN209723300U CN201822232493.8U CN201822232493U CN209723300U CN 209723300 U CN209723300 U CN 209723300U CN 201822232493 U CN201822232493 U CN 201822232493U CN 209723300 U CN209723300 U CN 209723300U
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Abstract
The utility model discloses a kind of wall frames of cast-in-place foamed concrete, including spaced apart two keel shoes (1), the outside of two keel shoes is fixedly installed panel (2) respectively, casting space is formed between two panels, is connected between the inside of two keel shoes by length-adjustable rod assembly (3).It is connected between the inside of two keel shoes of the utility model by length-adjustable rod assembly, two keel shoes can adjust distance between the two by rod assembly, to adjust the thickness of wall frame, and then it is applicable in the requirement of different-thickness wall on site, the customization of keel specification can be reduced in this way, grid components thus may be implemented to standardize, and reduce cost.Also, since rod assembly holds two keel shoes, two keel shoes are not susceptible to deformation when pouring foamed concrete, and panel is also not easy that bulging occurs because pouring.The invention also discloses a kind of cast-in-place foaming concrete walls including above-mentioned wall frame.
Description
Technical field
The utility model belongs to the technical field of building structure, and in particular to a kind of wall frame of cast-in-place foamed concrete
And cast-in-place foaming concrete wall.
Background technique
The general structure of cast-in-place foamed concrete lightgage steel joist composite thermal-insulating wall in the related technology are as follows: according to wall
Day ground joist is connected assembly with vertical keel by fasteners such as anchor studs and is built into lightgage steel joist frame by thickness and length,
It is formed as wall main body framework, then by the two sides that two layers big specification inorganic board non-dismantling formwork is respectively fixed to lightgage steel joist frame
Wall main body frame pours foamed concrete in lightgage steel joist frame, and the foamed concrete poured solidifies and forms foaming and mix
The composite thermal-insulating wall that the building body of solidifying soil, wall main body frame and surrounding is connected.This wall body structure have lightweight,
The advantages that flatness is good, heat preservation and soundproof, anti-seismic performance.But practice have shown that this wall body structure is at present there are still a series of disadvantages,
Such as: lead to higher cost because keel specification needs to customize according to live thickness of wall body, the thickness for customizing back wall adjusts inconvenience,
Assembled in situ is also relative complex, in addition, non-dismantling formwork is easy to happen bulging when pouring, thermal insulation property is also limited.Disadvantages mentioned above system
The about practical application of cast-in-place foamed concrete lightgage steel joist composite thermal-insulating wall.
Utility model content
At least one of to solve above-mentioned technical problem, the utility model proposes a kind of walls of cast-in-place foamed concrete
Frame and cast-in-place foaming concrete wall.
The purpose of this utility model is achieved through the following technical solutions:
A kind of wall frame of cast-in-place foamed concrete, including spaced apart two keel shoes, described two dragons are provided
The outside of skeleton is fixedly installed panel respectively, forms casting space between described two panels, the insides of two keel shoes it
Between connected by length-adjustable rod assembly.
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.
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 rod assembly includes adjusting rod, two fixed links, one end point of two fixed links
It is not fixedly connected on the inside of two keel shoes, the other end of two fixed links is respectively arranged with oppositely oriented screw thread, described
The both ends of adjusting rod are provided with oppositely oriented screw thread, the other end of two fixed links respectively with the both ends phase spiral shell of the adjusting rod
It connects.
As a further improvement, the adjusting rod is tubulose adjusting rod, and the fixed link is column fixed link, the pipe
The screw thread being arranged on shape adjusting rod is internal screw thread, and the screw thread being arranged in the column fixed link is external screw thread；Or, the adjusting rod
For column adjusting rod, the fixed link is tubular fixed rod, and the screw thread being arranged on the column adjusting rod is external screw thread, the pipe
The screw thread being arranged in shape fixed link is internal screw thread.
As a further improvement, the keel shoe includes more centre keels arranged in a crossed manner, transoms, the perpendicular dragon
Bone, transom are mutually permanently connected in infall, and the panel is fixed on the centre keel, and the rod assembly is connected to institute
It states in transom.
As a further improvement, the centre keel, transom are mutually snapped connection or are welded to each other or lead in infall
Cross fastener interconnection.
As a further improvement, the centre keel and transom are trough keel, and the open side of centre keel is in
Side, the open side of transom are provided with the hook part of protrusion, the slot of the transom towards outside on the cell wall of the centre keel
The clamping part that can be snapped connection with hook part is correspondingly arranged on wall.
As a further improvement, fixed plate is provided on the outside of described two panels, between described two fixed plates
It is fixedly connected by the tie rod through two panels.
As a further improvement, it is correspondingly arranged on tension rod through-hole on described two panels, it is corresponding on two panels
Tension rod bush is provided between two tension rod through-holes, the tie rod is arranged in the tension rod bush.
As a further improvement, the end of the tie rod is provided with the fastener for tensing the fixed plate.
The wall frame of cast-in-place foamed concrete provided by the utility model, including spaced apart two keel shoes, institute
The outside for stating two keel shoes is fixedly installed panel respectively, and casting space, two keel shoes are formed between described two panels
Inside between connected by length-adjustable rod assembly.Pass through length between the inside of two keel shoes of the utility model
Adjustable rod assembly connection, two keel shoes can adjust distance between the two by rod assembly, to adjust wall frame
The thickness of frame, and then it is applicable in the requirement of different-thickness wall on site, it, can in this way without tailoring lightweight steel construction according to thickness of wall body
To reduce the customization of keel specification, grid components thus may be implemented standardization the factorial production, reduce cost.Further, since
Rod assembly holds two keel shoes, and two keel shoes are not susceptible to deformation when pouring foamed concrete, panel be also not easy because
It pours and bulging occurs.
On the other hand, the utility model provides a kind of cast-in-place foaming concrete wall, including cast-in-place foaming as described above
The wall frame of concrete, the keel shoe are fixed on major structure of construction, and foaming coagulation has been poured in the casting space
Soil.
It as a further improvement, further include the keelson for being fixedly installed on the keel shoe end edge, the keelson is logical
Gas steel nail is crossed to be fixedly connected with major structure of construction；And/or further include the corner brace for being fixedly installed on the keel shoe end edge,
The corner brace is fixedly connected by gas steel nail with major structure of construction.
As a further improvement, the keelson is fixedly connected by screw or rivet with keel shoe；The corner brace is logical
It crosses screw or rivet is fixedly connected with keel shoe.
Cast-in-place foaming concrete wall provided by the utility model is due to the wall frame including above-mentioned cast-in-place foamed concrete
Frame is repeated with corresponding working principle and beneficial effect, therefore no longer.
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 structural schematic diagram of the wall frame of cast-in-place foamed concrete.
Fig. 2 is the enlarged drawing of part A in Fig. 1.
Fig. 3 is the enlarged drawing of part B in Fig. 1.
Fig. 4 is the schematic diagram of the section structure of cast-in-place foaming concrete wall.
Fig. 5 is the enlarged drawing of C portion in Fig. 4.
Fig. 6 is the enlarged drawing of the part D in Fig. 4.
Fig. 7 is the structural schematic diagram of cast-in-place foaming concrete wall.
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.
As shown in Figure 1 to Figure 3, the wall frame of a kind of cast-in-place foamed concrete provided by the embodiment of the utility model, packet
Spaced apart two keel shoes 1 are included, the outside of described two keel shoes 1 is fixedly installed panel 2, described two panels respectively
Casting space is formed between 2, is connected between the inside of two keel shoes 1 by length-adjustable rod assembly 3, rod assembly 3
It can be multiple.Connected between the inside of two keel shoes 1 in the utility model embodiment by length-adjustable rod assembly 3
It connects, two keel shoes 1 can adjust distance between the two by rod assembly 3, to adjust the thickness of wall frame, Jin Ershi
With the requirement of different-thickness wall on site, it is not necessarily to tailor lightweight steel construction according to thickness of wall body in this way, it is possible to reduce keel specification
Customization, grid components thus may be implemented standardization the factorial production, reduce cost.Further, since rod assembly holds two
A keel shoe, two keel shoes are not susceptible to deformation when pouring foamed concrete, and panel is also not easy that bulging occurs because pouring.
As further preferred embodiment, as shown in Fig. 2, one rod assembly 3 includes 31 He of adjusting screw rod
Adjusting nut 32, adjusting screw rod 31 can be screw rod of the one end with cap, use with an adjusting nut 32 is unified, adjusting screw rod 31
It can be the screw rod without cap, two adjusting nuts 32 is cooperated to use.The inside of described two keel shoes 1 is respectively arranged with through-hole
15, the adjusting screw rod 31 is arranged in the through-hole 15 on described two keel shoes 1 simultaneously, the adjusting nut 32 and adjusting spiral shell
Bar 31 passes through the end bolt of through-hole 15.In this way, two keel shoes 1 can be conveniently adjusted by twisting adjusting nut 32
The distance between.
As further preferred embodiment, as shown in Fig. 2, the rod assembly 3 further includes sleeve 33, the sleeve
33 are sheathed on the adjusting screw rod 31 between two through-holes 15.The sleeve 33 be heat-barrier material as made of PC plastic
Sleeve.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 33
Changed according to thickness of wall body and changed, prevented in the same face wall construction because adjusting screw rod 31 and adjusting nut 32 are spirally connected process
The problem that middle degree of rotation difference causes the same face thickness of wall body inconsistent.
As another preferred embodiment, the rod assembly 3 includes adjusting rod, two fixed links, two fixations
One end of bar is fixedly connected with the inside of two keel shoes 1 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.It is easy to adjust by twisting the adjusting rod i.e. length of compensation linkage component 3.The adjusting rod is served as reasons
Heat-barrier material sleeve as made of high-strength PC plastics.In this way, it can be achieved that bridge insulation thermal resistance effect, to improve wall as much as possible
Thermal insulation property.
In above-mentioned rod assembly 3, the adjusting rod is tubulose adjusting rod, and the fixed link is column fixed link, the pipe
The screw thread being arranged on shape adjusting rod is internal screw thread, and the screw thread being arranged in the column fixed link is external screw thread；Or, the adjusting rod
For column adjusting rod, the fixed link is tubular fixed rod, and the screw thread being arranged on the column adjusting rod is external screw thread, the pipe
The screw thread being arranged in shape fixed link is internal screw thread.
As another preferred embodiment, the keel shoe 1 includes more centre keels 11 arranged in a crossed manner, horizontal dragon
Bone 12, centre keel 11 are arranged on the outside, and transom 12 is arranged in inside.The centre keel 11, transom 12 are mutual in infall
Be fixedly connected, the centre keel 11, transom 12 infall mutually snap connection or be welded to each other or by fastener it is mutual
Connection, the fastener are screw or rivet.The panel 2 is fixed on the centre keel 11 by tapping screw, the drawing
Bar assembly 3 is connected in the transom 12.
As further preferred embodiment, as shown in figure 3, the centre keel 11 and transom 12 are flute profile dragon
Bone, towards inside, the open side of transom 12 is arranged towards outside on the cell wall of the centre keel 11 for the open side of centre keel 11
There is the hook part 13 of protrusion, the clamping part that can be snapped connection with hook part 13 is correspondingly arranged on the cell wall of the transom 12
14.Being reliably connected for centre keel and transom can be realized by above-mentioned snap fit, with the side of being fixedly connected such as traditional anchor studs
Formula 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 centre keel
Contact area is small, further reduces the conduction of heat, and transom and centre keel are all made of trench structure, and foamed concrete is fillable
To its slot, the continuity of foamed concrete ensure that, thus above structure further increases the thermal insulation property of combined wall.
As further preferred embodiment, the outside of described two panels 2 is provided with fixed plate 4, described two
It is fixedly connected between fixed plate 4 by one or more tie rods 5 through two panels 2.In this way, pouring foamed concrete
When, fixed plate 4 resists the outside of panel 2, and because pouring bulging will not occur for panel.
As further preferred embodiment, it is correspondingly arranged on described two panels 2 and tenses rod through-hole 21, two
It is provided between corresponding two tensions rod through-hole 21 on panel 2 and tenses rod bush 22, the tie rod 5 is actively located in described
It tenses in rod bush 22.The end of the tie rod 5 is provided with the fastener for tensing the fixed plate 4, and fastener can be with
For screw 51 or nut, 5 end of tie rod is provided with the screw hole cooperated with screw 51 or is provided with the spiral shell with nut cooperation
Line.Rod bush 22 is tensed due to being provided with, after the completion of wall pours, dismantles fastener, tie rod 5 can be from tension rod bush 22
Middle extraction, fixed plate 4 are i.e. dismountable.
As shown in Figures 4 to 7, the utility model embodiment provides a kind of cast-in-place foaming concrete wall, including institute as above
The wall frame for the cast-in-place foamed concrete stated, the keel shoe 1 is fixed on major structure of construction 9, in the casting space
Foamed concrete 6 is poured.Convenient for the fixation between keel shoe 1 and major structure of construction 9, to further include being fixedly installed on institute
The keelson 7 of 1 end edge of keel shoe is stated, keelson 7 is fixedly connected with the centre keel 11 in keel shoe 1 by screw or rivet, institute
Keelson 7 is stated to be fixedly connected by gas steel nail 10 with major structure of construction.In addition, for convenient for keel shoe 1 and building body knot
Fixation between structure 9, further includes multiple corner braces 8 for being fixedly installed on 1 end edge of keel shoe, and corner brace 8 passes through screw or rivet
With in keel shoe 1 centre keel 11 or transom 12 be fixedly connected, the corner brace 8 pass through gas steel nail 10 and major structure of construction
It is fixedly connected.
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 (14)
1. a kind of wall frame of cast-in-place foamed concrete, it is characterised in that: including spaced apart two keel shoes (1), institute
The outside for stating two keel shoes (1) is fixedly installed panel (2) respectively, forms casting space between described two panels (2), and two
It is connected between the inside of a keel shoe (1) by length-adjustable rod assembly (3).
2. the wall frame of cast-in-place foamed concrete according to claim 1, it is characterised in that: the rod assembly (3)
Including adjusting screw rod (31) and adjusting nut (32), it is respectively arranged with through-hole (15) on the inside of described two keel shoes (1), it is described
Adjusting screw rod (31) is arranged in the through-hole (15) on described two keel shoes (1) simultaneously, the adjusting nut (32) and adjusting
Screw rod (31) passes through the end bolt of through-hole (15).
3. the wall frame of cast-in-place foamed concrete according to claim 2, it is characterised in that: the rod assembly (3)
It further include sleeve (33), the sleeve (33) is sheathed on the adjusting screw rod (31) between two through-holes (15).
4. the wall frame of cast-in-place foamed concrete according to claim 1, it is characterised in that: the rod assembly (3)
Including adjusting rod, two fixed links, one end of two fixed links is fixedly connected on the inside of two keel shoes (1) respectively, and two
The other end of fixed link is respectively arranged with oppositely oriented screw thread, and 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.
5. the wall frame of cast-in-place foamed concrete according to claim 4, it is characterised in that: the adjusting rod is tubulose
Adjusting rod, the fixed link are column fixed link, and the screw thread being arranged on the tubulose adjusting rod is internal screw thread, and the column is fixed
The screw thread being arranged on bar is external screw thread；Or the adjusting rod is column adjusting rod, the fixed link is tubular fixed rod, the column
The screw thread being arranged on shape adjusting rod is external screw thread, and the screw thread being arranged on the tubular fixed rod is internal screw thread.
6. the wall frame of cast-in-place foamed concrete according to any one of claim 1 to 5, it is characterised in that: described
Keel shoe (1) includes more centre keels (11) arranged in a crossed manner, transoms (12), the centre keel (11), transom (12) In
Infall is mutually permanently connected, and the panel (2) is fixed on the centre keel (11), and the rod assembly (3) is connected to institute
It states on transom (12).
7. the wall frame of cast-in-place foamed concrete according to claim 6, it is characterised in that: the centre keel (11),
Transom (12) is mutually snapped connection or is welded to each other or be connected with each other by fastener in infall.
8. the wall frame of cast-in-place foamed concrete according to claim 7, it is characterised in that: the centre keel (11) and
Transom (12) is trough keel, the open side of centre keel (11) towards inside, the open side of transom (12) towards outside,
It is provided with the hook part (13) of protrusion on the cell wall of the centre keel (11), is correspondingly arranged on the cell wall of the transom (12)
The clamping part (14) that can be snapped connection with hook part (13).
9. the wall frame of cast-in-place foamed concrete according to any one of claim 1 to 5, it is characterised in that: described
It is provided with fixed plate (4) on the outside of two panels (2), by running through two panels (2) between described two fixed plates (4)
Tie rod (5) is fixedly connected.
10. the wall frame of cast-in-place foamed concrete according to claim 9, it is characterised in that: described two panels (2)
On be correspondingly arranged on and tense rod through-hole (21), be provided with drawing between the upper corresponding two tension rod through-holes (21) of two panels (2)
Tight rod bush (22), the tie rod (5) are arranged in the tension rod bush (22).
11. the wall frame of cast-in-place foamed concrete according to claim 10, it is characterised in that: the tie rod (5)
End be provided with the fastener for tensing the fixed plate (4).
12. a kind of cast-in-place foaming concrete wall, which is characterized in that including showing as described in any one of claims 1 to 11
The wall frame of foamed concrete is poured, the keel shoe (1) is fixed on major structure of construction, has been poured in the casting space
Foamed concrete (6).
13. cast-in-place foaming concrete wall according to claim 12, it is characterised in that: further include be fixedly installed on it is described
The keelson (7) of keel shoe (1) end edge, the keelson (7) are fixedly connected by gas steel nail with major structure of construction；With/
Or, further including the corner brace (8) for being fixedly installed on the keel shoe (1) end edge, the corner brace (8) is led by gas steel nail and building
Body structure is fixedly connected.
14. cast-in-place foaming concrete wall according to claim 13, it is characterised in that: the keelson (7) passes through spiral shell
Nail or rivet are fixedly connected with keel shoe (1)；The corner brace (8) is fixedly connected by screw or rivet with keel shoe (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822232493.8U CN209723300U (en) | 2018-12-28 | 2018-12-28 | The wall frame of cast-in-place foamed concrete and cast-in-place foaming concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822232493.8U CN209723300U (en) | 2018-12-28 | 2018-12-28 | The wall frame of cast-in-place foamed concrete and cast-in-place foaming concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209723300U true CN209723300U (en) | 2019-12-03 |
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ID=68678289
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822232493.8U Active CN209723300U (en) | 2018-12-28 | 2018-12-28 | The wall frame of cast-in-place foamed concrete and cast-in-place foaming concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209723300U (en) |
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2018
- 2018-12-28 CN CN201822232493.8U patent/CN209723300U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221128 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. |
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| TR01 | Transfer of patent right |