CN205712615U - Fast spelling formula precast concrete wall unit - Google Patents
Fast spelling formula precast concrete wall unit Download PDFInfo
- Publication number
- CN205712615U CN205712615U CN201620573551.1U CN201620573551U CN205712615U CN 205712615 U CN205712615 U CN 205712615U CN 201620573551 U CN201620573551 U CN 201620573551U CN 205712615 U CN205712615 U CN 205712615U
- Authority
- CN
- China
- Prior art keywords
- wall sheet
- sheet
- exterior wall
- precast concrete
- interior
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000011178 precast concrete Substances 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 40
- 239000010959 steel Substances 0.000 claims abstract description 40
- 230000002787 reinforcement Effects 0.000 claims abstract description 16
- 239000004567 concrete Substances 0.000 claims abstract description 6
- 238000009413 insulation Methods 0.000 claims description 7
- 238000004321 preservation Methods 0.000 claims description 7
- 210000003205 muscle Anatomy 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 3
- 239000011229 interlayer Substances 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 4
- 230000010354 integration Effects 0.000 abstract description 2
- 239000003643 water by type Substances 0.000 abstract description 2
- 239000011372 high-strength concrete Substances 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000011810 insulating material Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000007943 implant Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Fast spelling formula precast concrete wall unit, is provided with bar-mat reinforcement including exterior wall sheet and interior wall sheet, exterior wall sheet and interior wall sheet, is fixed by some connection bar connecting between bar-mat reinforcement；Exterior wall sheet and interior wall sheet are embedded with steel lacing film and steel link, and steel lacing film stretches out exterior wall sheet or the left surface of interior wall sheet, and steel lacing film lower surface has notch, and described steel link stretches out exterior wall sheet or the right flank of interior wall sheet；The fast left and right end face spelling formula precast concrete wall unit has the pouring basin running through its upper and lower end face, when these wall elements some are sequentially connected with, the described steel lacing film of adjacent two these wall elements coordinates with described steel link, and adjacent two fast spelling formula precast concrete wall unit pouring basin combination constitute upper and lower opening pour chamber.Solve a standardized difficult problem for the inside and outside wall body structure of building, installation assembling solves the handing-over difficult problem of cross reinforcement integration within the walls and waters the difficult problem connecing body of wall without template concrete.
Description
Technical field
This utility model relates to a kind of concrete wall, particularly to a kind of precast concrete wall that can quickly assemble
Unit.
Background technology
Building industry is during building industry Modernization Transition, and the frequency that pre-cast building uses is more and more frequent, but due to
The external wall plate face of pre-cast building is excessive, the scale of construction is overweight, and countryside architecture cannot be applied, and has the original construction of building enterprise and hang
The standby problem that cannot use of installing, existing complete board type pre-fabricated building body of wall, arrange body of wall and build during installation
The wall connecting longitudinal reinforcement building the upper and lower floor gap of thing connects the big problem of difficulty, also cannot industrially promote.
Utility model content
It is prefabricated mixed that technical problem to be solved in the utility model is to provide a kind of simple in construction, fast spelling formula easy for installation
Solidifying cob wall body unit.
For solving above-mentioned technical problem, this utility model provides a kind of fast spelling formula precast concrete wall unit；
Including being designed with bar-mat reinforcement, the bar-mat reinforcement of exterior wall sheet and interior wall in exterior wall sheet and interior wall sheet, exterior wall sheet and interior wall sheet
Fixed by some connection bar connecting between the bar-mat reinforcement of sheet；
Exterior wall sheet is embedded with some steel lacing films respectively with the left side of interior wall sheet, and described steel lacing film correspondence stretches out exterior wall sheet
Or outside the left surface of interior wall sheet, be in the steel lacing film lower surface outside exterior wall sheet or interior wall sheet and have notch, exterior wall sheet is with interior
The right side of wall sheet is embedded with some steel links respectively, and described steel link correspondence stretches out exterior wall sheet or the right flank of interior wall sheet
Outward；
The left and right end face of described fast spelling formula precast concrete wall unit has the cast running through its upper and lower end face
Groove, when some fast spelling formula precast concrete wall unit are sequentially connected with, adjacent two fast spelling formula precast concrete wall unit
Described steel lacing film coordinates with described steel link, and the pouring basin group of adjacent two fast spelling formula precast concrete wall unit
That closes composition upper and lower opening pours chamber.
After using such structure, solve the standardization of the inside and outside wall body structure of building, modularization reinforced concrete autochthonal
Produce a difficult problem for dry wall, installation assembling solves the handing-over difficult problem of cross reinforcement integration within the walls and waters without template concrete and connect wall
A difficult problem for body, the further overall performance improving building masonry wall and service life and reliability.
For clearer understanding technology contents of the present utility model, below will this fast spelling formula precast concrete wall unit
Referred to as this wall element.
Gap is had between exterior wall sheet and the interior wall sheet of this wall element.
It is provided with between exterior wall sheet and the interior wall sheet of this wall element and is connected by some connecting walls, described connecting wall
Space between exterior wall sheet and interior wall sheet is separated into multiple cavity, be in the cavity of arranged on left and right sides position respectively with described soon
The pouring basin of spelling formula precast concrete wall unit communicates, and being in the cavity between arranged on left and right sides cavity is heat preservation and soundproof cavity.
After using such structure, when adjacent two these wall elements coordinate, the sky of two this wall element two side positions
What chamber formed a new Guan Bi pours chamber, pours chamber and implants longitudinally reinforcing bar through walls, pour into a mould high-strength concrete, is formed between light weight wall
Every load bearing support post, double wall or multi-disc wall can be made after high-strength concrete second pouring to be combined into an integral reinforced concrete wall
Body, pours into a mould in the cavity in each wall element centre position or fills heat-insulating and noise-insulating material, promoting the insulation of this wall element
Sound insulation value.
The guarantor that the length direction of the connecting wall of this wall element is consistent, described with the short transverse of exterior wall sheet or interior wall sheet
Temperature sound insulation cavity extends respectively to the upper and lower end face of exterior wall sheet or interior wall sheet；After using such structure, conveniently water in cavity
Build concrete, make multiple wall elements form an integral reinforced concrete body of wall.
The interlayer of light thermal-insulation or deadener is inserted between exterior wall sheet and the interior wall sheet of this wall element；Use such
After structure, promote the insulation of this wall element, sound insulation value.
The bar-mat reinforcement of this wall element is formed by some vertical muscle and some horizontal bar Combination Welding, is in exterior wall sheet or interior wall sheet
In some steel lacing films weld with horizontal bar respectively, the some steel links being in exterior wall sheet or interior wall sheet the most respectively with horizontal bar
Welding；After using such structure, strengthen the connection between steel lacing film and steel link and exterior wall sheet or interior wall sheet.
The exterior wall sheet right flank of this wall element is provided with spacing preiection, and described exterior wall sheet left surface is provided with joins with spacing preiection
The limited impression closed；Described interior wall sheet right flank is provided with spacing preiection, and described interior wall sheet left surface is provided with and coordinates with spacing preiection
Limited impression；After using such structure, when multiple wall elements coordinate, prevent adjacent two these wall elements from producing position
Move, and make heat preservation and soundproof cavity splicing after formed one Guan Bi pour chamber, conveniently pour.
The notch of the steel lacing film of this wall element is V-arrangement, U-shaped or square；After using such structure, notch can be with
The steel link of different cross section shape coordinates.
Accompanying drawing explanation
Fig. 1 is one of axonometric chart of this wall element embodiment one.
Fig. 2 is the two of the axonometric chart of this wall element embodiment one.
Fig. 3 is the in-built structural representation of this wall element embodiment one.
Fig. 4 is the use state diagram of this wall element embodiment one.
Fig. 5 is the axonometric chart of this wall element embodiment two.
Fig. 6 is the axonometric chart of this wall element embodiment three.
Fig. 7 is the axonometric chart of this wall element embodiment four.
Detailed description of the invention
Embodiment one
As shown in Figures 1 to 4
This wall element is integrated to pour and forms, and this wall element includes exterior wall sheet 1, interior wall sheet 2 and two vertical companies
Connect body of wall 4.
Exterior wall sheet 1 is essentially identical with the structure of interior wall sheet 2, and exterior wall sheet 1 right flank is provided with spacing preiection 31, described exterior wall sheet
1 left surface is provided with the limited impression 32 coordinated with spacing preiection 31；Interior wall sheet 2 right flank is provided with spacing preiection 31, described interior wall
Sheet 2 left surface is provided with the limited impression 32 coordinated with spacing preiection 31.
It is connected by two connecting walls 4 between exterior wall sheet 1 with interior wall sheet 2, the length direction of connecting wall 4 and exterior wall sheet
1 or the short transverse of interior wall sheet 2 consistent, the space between exterior wall sheet 1 and interior wall sheet 2 is separated into three by two connecting walls 4
Part, is followed successively by the first pouring basin 51, heat preservation and soundproof cavity 52 and the second pouring basin 53 from left to right, and the first pouring basin 51 extends
To exterior wall sheet 1 or the upper and lower end face of interior wall sheet 2 and left side, the second heat preservation and soundproof cavity 52 prolong run through this wall element upper,
Lower surface, the second pouring basin 53 extends to exterior wall sheet 1 or the upper and lower end face of interior wall sheet 2 and right side.
All being embedded with bar-mat reinforcement in exterior wall sheet 1 and interior wall sheet 2, bar-mat reinforcement is combined weldering by many vertical muscle 61 and Duo Gen horizontal bars 62
Connecing and form, many vertical muscle about 61 two ends are stretched out outside this wall element respectively, the bar-mat reinforcement of exterior wall sheet 1 and the steel of interior wall sheet 2
Connect reinforcing bar 7 by many between muscle net and be welded and fixed (vertical muscle 61 and horizontal bar 62 use round bar or square reinforcing bar).
Exterior wall sheet 1 is embedded with multiple steel lacing film 81 respectively with the left side of interior wall sheet 2, and described steel lacing film 81 correspondence is stretched out
Outside the left surface of exterior wall sheet 1 or interior wall sheet 2, multiple steel lacing film 81 vertical spacings arrange, and are in exterior wall sheet 1 or interior wall sheet 2
Steel lacing film 81 corresponding respectively weld with horizontal bar 62, be in steel lacing film 81 lower surface outside exterior wall sheet 1 or interior wall sheet 2 and open
Have V-shaped groove mouth, exterior wall sheet 1 to extend to the right with many horizontal bars 62 in interior wall sheet 2, and many horizontal bars 62 at exterior wall sheet 1 or
On the right side of interior wall sheet 2, U-shaped is bent to form the steel link 82 of Guan Bi.
When multiple wall elements assemble, the steel lacing film 81 of adjacent two these wall elements coordinates with steel link 82,
And the exterior wall sheet 1 of adjacent two these wall elements and interior wall sheet 2 coordinate also by spacing preiection 31 and limited impression 32, and
What adjacent two this wall element the first pouring basins 51 and the second pouring basin 53 formed a new Guan Bi pours chamber, pours chamber and plants
Enter longitudinally reinforcing bar through walls, pour into a mould high-strength concrete, form light weight wall interval load bearing support post, after high-strength concrete second pouring
Double wall or multi-disc wall can be made to be combined into an integral reinforced concrete body of wall.
It addition, pour into a mould heat-insulating and noise-insulating material (such as: light foaming concrete) in the second heat preservation and soundproof cavity 52.
Embodiment two
As shown in Figure 5
Differing only in of the present embodiment and embodiment one: the space between exterior wall sheet 1a and interior wall sheet 2a is inserted lightweight and protected
Temperature or deadener 3a, constitute sandwich-like body of wall, and the left and right both ends of the surface of wall element of the present embodiment have and run through
Pouring basin 51a, 53a of its upper and lower end face.
Its using method is identical with embodiment one, and the pouring basin 51a and pouring basin 53a of adjacent two these wall elements is formed
One new Guan Bi pour chamber, pour implantable longitudinal direction reinforcing bar through walls in chamber, after second pouring formed load bearing support post.
Embodiment three
As shown in Figure 6
The present embodiment differs only in embodiment one: exterior wall sheet 1b and interior wall sheet 2b uses high-strength concrete cast one
Body formed, do not stay gap between exterior wall sheet 1b and interior wall sheet 2b, the left and right both ends of the surface of wall element have and run through its upper and lower side
Pouring basin 51b, the 53b in face, the wall element of the present embodiment uses high-strength concrete castable to constitute solid wall, is allowed to into
For building bearing wall.
Embodiment four
As shown in Figure 7
The present embodiment differs only in embodiment one: only by being connected reinforcing bar 7c between exterior wall sheet 1c and interior wall sheet 2c
Being connected, the pouring basin of wall element left and right both ends of the surface both sides is connected, after multiple wall element assembly, and all bodies of wall
The groove that pours of unit is linked to be one and pours chamber, then this pours intracavity pours high-strength concrete and constitute body of wall.
Above-described is only four kinds of embodiments of the present utility model, it is noted that for the ordinary skill of this area
For personnel, on the premise of without departing from this utility model principle, it is also possible to make some modification and improvement, these also should be regarded as
Belonging to protection domain of the present utility model, the such as notch of steel lacing film is U-shaped or square, it is possible to reach same technology effect
Really.
Claims (8)
1. fast spelling formula precast concrete wall unit, is characterized by:
Including being designed with bar-mat reinforcement in exterior wall sheet and interior wall sheet, exterior wall sheet and interior wall sheet, the bar-mat reinforcement of exterior wall sheet and interior wall sheet
Fixed by some connection bar connecting between bar-mat reinforcement；
Exterior wall sheet is embedded with some steel lacing films respectively with the left side of interior wall sheet, and described steel lacing film correspondence stretches out exterior wall sheet or interior
Outside the left surface of wall sheet, it is in the steel lacing film lower surface outside exterior wall sheet or interior wall sheet and has notch, exterior wall sheet and interior wall sheet
Right side be embedded with some steel links respectively, described steel link correspondence is stretched out outside the right flank of exterior wall sheet or interior wall sheet；
The left and right end face of described fast spelling formula precast concrete wall unit has the pouring basin running through its upper and lower end face, if
When dry fast spelling formula precast concrete wall unit is sequentially connected with, the described steel of adjacent two fast spelling formula precast concrete wall unit
Lacing film processed coordinates with described steel link, and the pouring basin combination of adjacent two fast spelling formula precast concrete wall unit is constituted
Upper and lower opening pour chamber.
Fast spelling formula precast concrete wall unit the most according to claim 1, is characterized in that:
Gap is had between described exterior wall sheet and interior wall sheet.
Fast spelling formula precast concrete wall unit the most according to claim 2, is characterized in that:
Being provided with between described exterior wall sheet and interior wall sheet and be connected by some connecting walls, described connecting wall is by exterior wall sheet and interior
Space between wall sheet is separated into multiple cavity, be in the cavity of arranged on left and right sides position respectively with described fast spelling formula concrete
The pouring basin of cob wall body unit communicates, and being in the cavity between arranged on left and right sides cavity is heat preservation and soundproof cavity.
Fast spelling formula precast concrete wall unit the most according to claim 3, is characterized in that:
The length direction of described connecting wall is consistent with the short transverse of exterior wall sheet or interior wall sheet, described heat preservation and soundproof cavity
Extend respectively to the upper and lower end face of exterior wall sheet or interior wall sheet.
Fast spelling formula precast concrete wall unit the most according to claim 2, is characterized in that:
The interlayer of light thermal-insulation or deadener is inserted between described exterior wall sheet and interior wall sheet.
Fast spelling formula precast concrete wall unit the most according to claim 1, is characterized in that:
Described bar-mat reinforcement is formed by some vertical muscle and some horizontal bar Combination Welding, is in the some steels in exterior wall sheet or interior wall sheet
Lacing film welds with horizontal bar respectively, and the some steel links being in exterior wall sheet or interior wall sheet weld with horizontal bar the most respectively.
Fast spelling formula precast concrete wall unit the most according to claim 1, is characterized in that:
Described exterior wall sheet right flank is provided with spacing preiection, and described exterior wall sheet left surface is provided with coordinate with spacing preiection spacing recessed
Groove；Described interior wall sheet right flank is provided with spacing preiection, and described interior wall sheet left surface is provided with the limited impression coordinated with spacing preiection.
Fast spelling formula precast concrete wall unit the most according to claim 1, is characterized in that:
The notch of described steel lacing film is V-arrangement, U-shaped or square.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620573551.1U CN205712615U (en) | 2016-06-14 | 2016-06-14 | Fast spelling formula precast concrete wall unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620573551.1U CN205712615U (en) | 2016-06-14 | 2016-06-14 | Fast spelling formula precast concrete wall unit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205712615U true CN205712615U (en) | 2016-11-23 |
Family
ID=57305133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620573551.1U Expired - Fee Related CN205712615U (en) | 2016-06-14 | 2016-06-14 | Fast spelling formula precast concrete wall unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205712615U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908875A (en) * | 2016-06-14 | 2016-08-31 | 安徽帕勒蒙住宅工业化科技有限公司 | Quick assembly type prefabricated concrete wall unit |
| CN107366370A (en) * | 2017-08-29 | 2017-11-21 | 承德绿建建筑节能科技有限公司 | Exempt from formwork overlapping wall and its attachment structure |
| CN112252519A (en) * | 2020-11-06 | 2021-01-22 | 绍兴宝城建筑工业化制造有限公司 | Connecting structure and construction method of prefabricated wall panel |
-
2016
- 2016-06-14 CN CN201620573551.1U patent/CN205712615U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908875A (en) * | 2016-06-14 | 2016-08-31 | 安徽帕勒蒙住宅工业化科技有限公司 | Quick assembly type prefabricated concrete wall unit |
| CN105908875B (en) * | 2016-06-14 | 2018-05-08 | 安徽帕勒蒙住宅工业化科技有限公司 | It is fast to spell formula precast concrete wall unit |
| CN107366370A (en) * | 2017-08-29 | 2017-11-21 | 承德绿建建筑节能科技有限公司 | Exempt from formwork overlapping wall and its attachment structure |
| CN112252519A (en) * | 2020-11-06 | 2021-01-22 | 绍兴宝城建筑工业化制造有限公司 | Connecting structure and construction method of prefabricated wall panel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161123 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |