CN206110400U - Prefabricated assembly wall body of lightweight steel construction lightweight concrete - Google Patents
Prefabricated assembly wall body of lightweight steel construction lightweight concrete Download PDFInfo
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- CN206110400U CN206110400U CN201621115740.0U CN201621115740U CN206110400U CN 206110400 U CN206110400 U CN 206110400U CN 201621115740 U CN201621115740 U CN 201621115740U CN 206110400 U CN206110400 U CN 206110400U
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- wall
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- prefabricated light
- prefabricated
- concrete
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Abstract
The utility model discloses a prefabricated assembly wall body of lightweight steel construction lightweight concrete, including wall skeleton and prefabricated lightweight concrete wallboard component, wall skeleton comprises a plurality of assemblage post subassemblies, prefabricated lightweight concrete wallboard component sets up between adjacent stand subassembly arranged a plurality of groups reinforcing bar brace subassembly according to a determining deviation among the prefabricated lightweight concrete wallboard component, when the wall body is built the wall body both sides of wall skeleton's the corresponding department of stand subassembly are provided with the template respectively, the template forms relative confined with prefabricated lightweight concrete wallboard component cooperation and builds the space, builds into a body structure through cast in situ concrete with wall skeleton, prefabricated lightweight concrete wallboard component and reinforcing bar brace subassembly. The utility model discloses an effective connection between prefabricated wallboard and the wall skeleton has been realized to roof beam, board, the close post frame of the whole cast -in -place formation of post, and has overcome the defect that connection position treatment process complicacy, easy fracture were assembled to the tradition, has good gas tightness and atress performance.
Description
Technical field
This utility model belongs to building structure technology field, more particularly to a kind of lightweight steel construction lightweight concrete prefabrication and assembly construction wall
Body.
Background technology
Existing prefabricated panel assembling system, prefabricated panel be connected with post, beam be in precoated plate the reserved joint of arrangement of reinforcement with
Muscle or reserving rib are put on beam, post（Reinforced concrete structure）Or weld with beam, post（Steel construction）Mode realize, precoated plate
Between be that assembled connection is arranged by concave, convex.The template of its production is designed for single products, causes Design of Dies complexity, consumption
Amount is big, and each single products is an overall structure, and transport installation is inconvenient, and assembled operation is more in site operation,
Stitching portion also needs to be in the milk, if construction quality is not high, easily causes the phenomenon of connecting portion cracking.
Utility model content
Goal of the invention of the present utility model is：For above-mentioned problem, there is provided one kind can be by prefabricated light coagulation
Cob wall plate is in combination with concrete cast-in-situ mode, and prefabricated light concrete wall panel is convenient for production, and in-site installation is efficiently light
Steel construction lightweight concrete prefabrication and assembly construction body of wall.
What the technical solution of the utility model was realized in：A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall, bag
Wall skeleton and prefabricated light concrete wall panel component are included, the wall skeleton is made up of some groups of columns assemblies, and its feature exists
In：The prefabricated light concrete wall panel component is arranged between adjacent upright posts component, in the prefabricated light concrete wall panel component
In be disposed with some groups of reinforcing bar tie rod components at a certain distance, the reinforcing bar tie rod component is connected with wall skeleton, every group of reinforcing bar
Tie rod component along the horizontal reinforcement of body of wall length direction arrangement and along thickness of wall body direction and is arranged in column by least one
The longitudinal reinforcement composition of component both sides, when body of wall is poured, in the body of wall both sides of the columns assemblies corresponding position of the wall skeleton
Template is respectively arranged with, the template cooperatively forms the casting space of relative closure with prefabricated light concrete wall panel component, in institute
Cast-in-place concrete in casting space is stated, by cast-in-place concrete by wall skeleton, prefabricated light concrete wall panel component and reinforcing bar
Tie rod component pours into a single integrated structure.
Lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall described in the utility model, its described some groups of columns assemblies along
Body of wall length direction is arranged, and every group of columns assemblies are made up of at least one column unit, and each column unit is by along thickness of wall body
Direction arrangement ground at least one column composition, when the column is multiple, the column unit connects shape by connection fastener
Into columns assemblies.
Lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall described in the utility model, its described prefabricated light concrete wall panel group
Part is less than the spacing between adjacent upright posts component along the width of body of wall length direction, between contiguous prefabricated light concrete wall panel component
Casting space is cooperatively formed with template, the columns assemblies of the wall skeleton are located in casting space.
Lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall described in the utility model, its described prefabricated light concrete wall panel group
Part arranges that prefabricated light concrete wall panel is assembled along body of wall short transverse by some, and the reinforcing bar tie rod component is arranged on phase
Between adjacent prefabricated light concrete wall panel.
Lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall described in the utility model, it is in the prefabricated light concrete wall panel
Upper surface is provided with the mounting groove for placing horizontal reinforcement, and the mounting groove two ends connect respectively with corresponding casting space,
The longitudinal reinforcement is fixedly connected and abuts against the side of corresponding columns assemblies with horizontal reinforcement.
The beneficial effects of the utility model are：
1st, this utility model forms close post framework by beam, plate, post integral cast-in-situ, realizes prefabricated CLC wallboards and body of wall
Effectively connection between skeleton, and traditional assembly connecting portion complex treatment process, defect easy to crack are overcome, with good
Air-tightness and stress performance.
2nd, the prefabricated light concrete wall panel in this utility model is by the way of on-site consolidation, convenient transportation, and scene
Construction is convenient, and speed of application is fast.
3rd, main material used by the prefabricated light concrete wall panel in this utility model is industrial slag powder, from heavy and light, fortune
It is defeated convenient, low cost, low-carbon environment-friendly.
4th, body of wall of the present utility model adopts lightweight concrete（Include but are not limited to foamed concrete granular polystyrene coagulation
Soil, glass bead concrete etc.）, with good insulation, heat-insulated, sound insulation value, if without thermal requirements, may also be employed common mixed
Solidifying soil.
5th, prefabricated light concrete wall panel production template of the present utility model is big mould, and precoated plate physical dimension is according to actually certainly
Dynamicization is cut, template standard and consumption is few, and production process is single, install convenient.
Description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is A-A sectional views in Fig. 1.
Fig. 3 is B-B sectional views in Fig. 1.
Fig. 4 is the schematic diagram of model sheetinstallat when body of wall is poured in this utility model.
Labelling in figure：1 is wall skeleton, and 2 is prefabricated light concrete wall panel component, and 3a is horizontal reinforcement, and 3b is longitudinal steel
Muscle, 4 is template, and 5 is cast-in-place concrete, and 6 is column, and 7 is mounting groove.
Specific embodiment
Below in conjunction with the accompanying drawings, this utility model is described in detail.
In order that the purpose of this utility model, technical scheme and advantage become more apparent, below in conjunction with accompanying drawing and enforcement
Example, is further elaborated to this utility model technology.It should be appreciated that specific embodiment described herein only to
This utility model is explained, is not used to limit this utility model.
As shown in Figure 1,2 and 3, a kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall, including wall skeleton 1 and prefabricated
Light concrete wall panel component 2, the wall skeleton 1 is made up of some groups of columns assemblies, and some groups of columns assemblies are along wall
Body length direction arranges, and every group of columns assemblies are made up of at least one column unit, and each column unit is by along thickness of wall body side
Constitute at least one column 6 of arrangement ground, when the column 6 is multiple, the column unit connects shape by connection fastener
Into columns assemblies, the wall skeleton adopts light gauge cold-formed steel shape, and other lightweight materials may also be employed.
Wherein, the prefabricated light concrete wall panel component 2 is arranged between adjacent upright posts component, the prefabricated lightweight concrete
Wall panel assembly 2 is less than the spacing between adjacent upright posts component, contiguous prefabricated light concrete wall panel along the width of body of wall length direction
Casting space is cooperatively formed with template 4 between component 2, the columns assemblies of the wall skeleton 1 are located in casting space, described
Be disposed with some groups of reinforcing bar tie rod components in prefabricated light concrete wall panel component 2 at a certain distance, the reinforcing bar tie rod component with
Wall skeleton 1 connects, and every group of reinforcing bar tie rod component is by least one horizontal reinforcement 3a and edge along body of wall length direction arrangement
Thickness of wall body direction and be arranged in columns assemblies both sides longitudinal reinforcement 3b composition, the prefabricated light concrete wall panel component 2 by
It is some to arrange that prefabricated light concrete wall panel is assembled along body of wall short transverse, the size root of the prefabricated light concrete wall panel
Determine according to engineering practice, its height is not preferably greater than 600mm, thickness determines according to building requirements, the reinforcing bar tie rod component
It is arranged between contiguous prefabricated light concrete wall panel, the diameter of the reinforcing bar tie rod component determines according to stressing conditions, between the upper and lower
Away from 600mm is not preferably greater than, the prefabricated light concrete wall panel upper surface is provided with the mounting groove for placing horizontal reinforcement 3a
7, the two ends of the mounting groove 7 connect respectively with corresponding casting space, and the longitudinal reinforcement 3b is fixedly connected with horizontal reinforcement 3a
And abut against correspondence columns assemblies side.
As shown in figure 4, when body of wall is poured, distinguishing in the body of wall both sides of the columns assemblies corresponding position of the wall skeleton 1
Template 4 is provided with, the template 4 cooperatively forms the casting space of relative closure with prefabricated light concrete wall panel component 2, described
Cast-in-place concrete in casting space, by cast-in-place concrete 5 by wall skeleton 1, prefabricated light concrete wall panel component 2 and reinforcing bar
Tie rod component pours into a single integrated structure.
The construction method of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall in this utility model：Including following construction procedure：
a）, wall skeleton built by column and connection fastener.
b）, scene arranges mounting groove, and will be provided with the prefabricated light mixed of mounting groove in prefabricated light concrete wall panel upper surface
Solidifying cob wall plate is separately positioned between adjacent upright posts component.
c）, make reinforcing bar tie rod component, by longitudinal reinforcement according to wall skeleton neutrality column assembly position be welded on level
On reinforcing bar, each two longitudinal reinforcement is one group and is engaged with columns assemblies.
d）, the reinforcing bar tie rod component made first is vertically arranged, then inserted by between two neighboring column, Zhi Daoshui
After every group of longitudinal reinforcement on flat reinforcing bar is corresponding with columns assemblies, it is rotated by 90 ° horizontal reinforcement, wherein horizontal reinforcement is placed to pre-
In the mounting groove of light concrete wall panel processed, and every group of longitudinal reinforcement is then separately positioned on the both sides for corresponding to columns assemblies, then will
Reinforcing bar tie rod component carries out colligation or welding with wall skeleton.
e）, prefabricated light concrete wall panel is carried out successively assembly, and according to step between contiguous prefabricated light concrete wall panel
Rapid d）Mode be respectively provided with reinforcing bar tie rod component, and lay mortar between two neighboring prefabricated light concrete wall panel.
f）, treat after the completion of prefabricated light concrete wall panel parts assembling, in the body of wall of the columns assemblies corresponding position of wall skeleton
Both sides are respectively provided with template, and are fixed by Screw arbor with nut at both-ends, then carry out concreting, by cast-in-place concrete by wall
Body skeleton, prefabricated light concrete wall panel component and reinforcing bar tie rod component pour into a single integrated structure, and the template is reaching regulation
Remove after intensity.
Wherein, in step e）In, first reinforcing bar tie rod component is positioned over into the prefabricated light concrete wall panel upper surface of correspondence
Mounting groove in, then lay mortar, after the completion for the treatment of mortar laying, then next block of prefabricated light concrete wall panel is put up, it is complete
Into the assembly of two neighboring prefabricated light concrete wall panel.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit this utility model
Any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in this utility model
Protection domain within.
Claims (5)
1. a kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall, including wall skeleton（1）And prefabricated light concrete wall panel group
Part（2）, the wall skeleton（1）It is made up of some groups of columns assemblies, it is characterised in that：The prefabricated light concrete wall panel component
（2）It is arranged between adjacent upright posts component, in the prefabricated light concrete wall panel component（2）In be disposed with a certain distance it is some
Group reinforcing bar tie rod component, the reinforcing bar tie rod component and wall skeleton（1）Connection, every group of reinforcing bar tie rod component is by least one edge
The horizontal reinforcement of body of wall length direction arrangement（3a）And along thickness of wall body direction and it is arranged in longitudinal steel of columns assemblies both sides
Muscle（3b）Composition, when body of wall is poured, in the wall skeleton（1）The body of wall both sides of columns assemblies corresponding position be respectively arranged with
Template（4）, the template（4）With prefabricated light concrete wall panel component（2）The casting space of relative closure is cooperatively formed, described
Cast-in-place concrete in casting space, by cast-in-place concrete（5）By wall skeleton（1）, prefabricated light concrete wall panel component（2）With
And reinforcing bar tie rod component pour it is into a single integrated structure.
2. lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall according to claim 1, it is characterised in that：Described some groups are stood
Column assembly is arranged along body of wall length direction, and every group of columns assemblies are made up of at least one column unit, each column unit by
At least one column of ground is arranged along thickness of wall body direction（6）Composition, when the column（6）For it is multiple when, the column unit lead to
Cross connection fastener to connect to form columns assemblies.
3. lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall according to claim 1, it is characterised in that：It is described prefabricated light mixed
Solidifying cob wall board component（2）Width along body of wall length direction is less than the spacing between adjacent upright posts component, contiguous prefabricated light coagulation
Cob wall board component（2）Between with template（4）Cooperatively form casting space, the wall skeleton（1）Columns assemblies be located at pour
In space.
4. the lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall according to claim 1,2 or 3, it is characterised in that：It is described pre-
Light concrete wall panel component processed（2）To arrange prefabricated light concrete wall panel along body of wall short transverse assembled by some, described
Reinforcing bar tie rod component is arranged between contiguous prefabricated light concrete wall panel.
5. lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall according to claim 4, it is characterised in that：Described prefabricated light
Concrete panel upper surface is provided with for placing horizontal reinforcement（3a）Mounting groove（7）, the mounting groove（7）Two ends respectively with
Corresponding casting space connection, the longitudinal reinforcement（3b）With horizontal reinforcement（3a）It is fixedly connected and abuts against correspondence columns assemblies
Side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621115740.0U CN206110400U (en) | 2016-10-12 | 2016-10-12 | Prefabricated assembly wall body of lightweight steel construction lightweight concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621115740.0U CN206110400U (en) | 2016-10-12 | 2016-10-12 | Prefabricated assembly wall body of lightweight steel construction lightweight concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206110400U true CN206110400U (en) | 2017-04-19 |
Family
ID=58529244
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621115740.0U Withdrawn - After Issue CN206110400U (en) | 2016-10-12 | 2016-10-12 | Prefabricated assembly wall body of lightweight steel construction lightweight concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206110400U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245821A (en) * | 2016-10-12 | 2016-12-21 | 成都绿建科技有限公司 | A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall and construction method thereof |
-
2016
- 2016-10-12 CN CN201621115740.0U patent/CN206110400U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245821A (en) * | 2016-10-12 | 2016-12-21 | 成都绿建科技有限公司 | A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction body of wall and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170419 Effective date of abandoning: 20180717 |