CN107558637A - Cast-in-situ wall grouting structure, cast-in-situ wall and its construction method - Google Patents
Cast-in-situ wall grouting structure, cast-in-situ wall and its construction method Download PDFInfo
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- CN107558637A CN107558637A CN201710959139.2A CN201710959139A CN107558637A CN 107558637 A CN107558637 A CN 107558637A CN 201710959139 A CN201710959139 A CN 201710959139A CN 107558637 A CN107558637 A CN 107558637A
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- inner frame
- grouting
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Abstract
The present invention relates to construction wall, it is intended to solves the problems, such as that existing special wall pours difficulty, there is provided cast-in-situ wall grouting structure, cast-in-situ wall and its construction method.Cast-in-situ wall construction method comprises the following steps：Inner frame is fixedly installed, setting panel is covered in the side of inner frame, arranges the grouting mouth that grout pipe step sets at least one connection grout pipe on panel；Grout pipe sequentially passes through the through hole in each vertical rod, and grout pipe on the pipeline section between the vertical rod of arbitrary neighborhood at least provided with a grout outlet；Panel is set in the opposite side covering of inner frame, makes the panel of inner frame both sides close to form grouting space；Grouting forms wall.The beneficial effects of the invention are as follows pouring conveniently, efficiency of construction is high, and can form integraty and the good cast-in-situ wall of stress performance.
Description
Technical field
The present invention relates to construction wall, in particular to cast-in-situ wall grouting structure, cast-in-situ wall and its construction party
Method.
Background technology
The structure of cast-in-situ wall has significant impact to its pouring construction method.Come for common reinforced concrete wall
Say, because steel reinforcement cage is net cage structure, its steel reinforcement cage in casting process will not separate casting space, therefore casting process holds
Easily realize.
But for the wall of special construction, the problem of being difficult to rationally pour often be present in it.
The content of the invention
The present invention is intended to provide a kind of cast-in-situ wall grouting structure, asking for difficulty is poured to solve existing special wall
Topic.
Another object of the present invention is to provide a kind of cast-in-situ wall construction method, to realize pouring for wall.
It is still another object of the present invention to provide one kind made of foregoing cast-in-situ wall construction method cast-in-situ wall.
What embodiments of the invention were realized in：
A kind of cast-in-situ wall construction method, it comprises the following steps：
Inner frame is fixedly installed to be set the position of wall；Inner frame includes vertical relative cross tube and lower horizontal stroke
Bar, supported between cross tube and sheer pole and be connected with multiple laterally spaced vertical rods；
Through hole is set in each vertical rod, and the through hole in each vertical rod is relative successively；
In the side of inner frame, covering sets panel；
Arrange grout pipe step：The grouting mouth of at least one connection grout pipe is set on panel；Grout pipe sequentially passes through
Through hole in each vertical rod, and grout pipe on the pipeline section between the vertical rod of arbitrary neighborhood at least provided with a grout outlet；
Panel is set in the opposite side covering of inner frame, makes the panel of inner frame both sides close to form grouting space；
Grouting step：It is in the milk from grouting mouth and grout pipe into grouting space, forms perfusion materia cladding inner frame and bonding
The wall of panel.
In an embodiment of the present embodiment：
The unit coated plate that panel is completed by multiple applications in advance is formed, and it covers the mode of connecing and is：By multiple unit coated plates
Stitching forms panel in inner frame successively；
After perfusion materia solidification, the unit coated plate for being provided with grouting mouth is removed, replaces with intact unit coated plate.
Cast-in-situ wall construction method in the embodiment of the present invention sets through hole in the vertical rod of inner frame, and by panel
Upper setting grouting mouth, the grout pipe with the grout outlet of chamber between each column of connection is set to realize slurry in grouting chamber
Material pours, and has and pours conveniently, and efficiency of construction is high, and can form integraty and the good wall of stress performance.
In an embodiment of the present embodiment：
Seam crossing between adjacent unit coated plate does encapsulation process.
In an embodiment of the present embodiment：
The set-up mode of inner frame is：The cross tube of inner frame is fastenedly connected soffit or horizontal stroke corresponding to side thereon
Beam.
In an embodiment of the present embodiment：
The transverse ends of inner frame set head tree；The top flooring in space is with where head tree is fixedly supported to wall
Between square ground；Sheer pole and lower section ground are spaced, and the both ends of sheer pole are connected to two head trees.
In an embodiment of the present embodiment：
Cross tube, sheer pole and each vertical rod are formed by channel-section steel；
The place of crossing one another is by being welded to connect integral inner frame between cross tube, sheer pole, each vertical rod.
In an embodiment of the present embodiment：
Through hole in vertical rod is arranged to multiple, and multiple through holes of each vertical rod are vertically spaced apart at it；
It is arranged in correspondence with multiple grout pipes for being arranged in through hole positioned at different height；
During grouting, the grout pipe positioned at different height is in the milk simultaneously；
Grout pipe is made of PVC engineering plastics, is stayed in after the completion of grouting in wall and is not removed.
In an embodiment of the present embodiment：
The outside that the panel of both sides is additionally included in before grouting step implementation sets clamping module；
Clamping module include be located in both sides panels outside template and inwardly compress two side templates to pull-up structure.
The embodiment of the present invention also provides a kind of cast-in-situ wall, and it uses foregoing cast-in-situ wall construction method to be made.
The embodiment of the present invention also provides a kind of cast-in-situ wall grouting structure, and it includes inner frame and covered respectively to be connected to inner frame
The panel of both sides；The panel of both sides limits the grouting space of closing；Inner frame include vertically relative cross tube and sheer pole,
And multiple supports being horizontally arranged at interval are connected to the vertical rod between cross tube and sheer pole；It is respectively equipped with each vertical rod logical
Hole, and the through hole in each vertical rod is relative successively；Cast-in-situ wall grouting structure also includes being arranged in grouting space and wearing successively
The grout pipe for the through hole crossed in each vertical rod, and grout pipe on the pipeline section between the vertical rod of arbitrary neighborhood at least provided with one
Grout outlet；Panel is provided with the grouting mouth of at least one connection grout pipe.
In summary, the cast-in-situ wall grouting structure in the embodiment of the present invention, cast-in-situ wall construction method are in inner frame
Through hole is set in vertical rod, and is connected by setting grouting mouth on panel, setting in grouting chamber to have between each column
The grout pipe of the grout outlet of chamber has and poured conveniently, efficiency of construction is high, and can form integraty to realize pouring for slurry
And the cast-in-situ wall that stress performance is good.
Brief description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below by embodiment it is required use it is attached
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, therefore be not construed as pair
The restriction of scope, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to this
A little accompanying drawings obtain other related accompanying drawings.
Fig. 1 is the schematic diagram of the cast-in-situ wall grouting structure in the embodiment of the present invention；
Fig. 2 is sectional views of the Fig. 1 along line A-A；
Fig. 3 is the structural representation of the inner frame in the embodiment of the present invention；
Fig. 4 is sectional views of the Fig. 3 along line B-B；
Fig. 5 is the schematic diagram of set-up mode of the inner frame in wall installation space in the present embodiment；
Fig. 6 is that the cast-in-situ wall grouting structure in the present embodiment pulls down the schematic diagram after the panel of one side；
Fig. 7 is the structural representation of the cast-in-situ wall in the embodiment of the present invention.
Icon：100- cast-in-situ walls grouting structure；10- inner frames；11- cross tubes；12- sheer poles；13- vertical rods；14- master
Column；K1- through holes；20- panels；21- unit coated plates；K2- grouting mouths；40- clamps module；41- templates；42- press strips；43-
Split bolt；F2- ground；F1- floors；F3- crossbeams；30- grout pipes；32- is responsible for；31- branch pipes；K3- grout outlets；200- is cast-in-place
Wall.
Embodiment
To make the purpose, technical scheme and advantage of the embodiment of the present invention clearer, below in conjunction with the embodiment of the present invention
In accompanying drawing, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is
Part of the embodiment of the present invention, rather than whole embodiments.The present invention implementation being generally described and illustrated herein in the accompanying drawings
The component of example can be configured to arrange and design with a variety of.
Therefore, below the detailed description of the embodiments of the invention to providing in the accompanying drawings be not intended to limit it is claimed
The scope of the present invention, but be merely representative of the present invention selected embodiment.It is common based on the embodiment in the present invention, this area
The every other embodiment that technical staff is obtained under the premise of creative work is not made, belong to the model that the present invention protects
Enclose.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined, then it further need not be defined and explained in subsequent accompanying drawing in individual accompanying drawing.
In the description of the invention, it is necessary to explanation, if occur term " " center ", " on ", " under ", "left", "right",
The orientation or position relationship of the instruction such as " vertical ", " level ", " interior ", " outer " be based on orientation shown in the drawings or position relationship,
Either the invention product using when the orientation usually put or position relationship, be for only for ease of the description present invention and simplification retouched
State, rather than instruction or imply signified device or element there must be specific orientation, with specific azimuth configuration and operation,
Therefore it is not considered as limiting the invention.If only used in addition, occurring term " first ", " second " etc. in description of the invention
Described in distinguishing, and it is not intended that instruction or hint relative importance.
If it is not offered as requiring that part is absolute in addition, occurring the term such as term " level ", " vertical " in description of the invention
Horizontal or pendency, but can be slightly tilted.Such as " level " only refers to that its direction is more horizontal with respect to for " vertical ", not
It is to represent that the structure must be fully horizontal, but can be slightly tilted.
In the description of the invention, it is also necessary to explanation, unless otherwise clearly defined and limited, if there is term
" setting ", " installation ", " connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or detachably connecting
Connect, or be integrally connected；Can be mechanical connection or electrical connection；Can be joined directly together, middle matchmaker can also be passed through
Jie is indirectly connected, and can be the connection of two element internals.For the ordinary skill in the art, can be with concrete condition
Understand the concrete meaning of above-mentioned term in the present invention.
Embodiment one
Fig. 1 is the schematic diagram (hidden panel 20) of the cast-in-situ wall grouting structure 100 in the embodiment of the present invention；Fig. 2 is Fig. 1
Along the sectional view of line A-A.Refer to Fig. 1, Fig. 2, the cast-in-situ wall grouting structure 100 in the present embodiment include inner frame 10 and point
The panel 20 for being connected to the both sides of inner frame 10 is not covered；The panel 20 of both sides limits the grouting space of closing, is poured for pouring filling
Material.
Fig. 3 is the structural representation of the inner frame 10 in the embodiment of the present invention；Fig. 4 is sectional views of the Fig. 3 along line B-B.Please
Referring to Fig. 3, Fig. 4, the inner frame 10 in the present embodiment includes vertically relative cross tube 11 and sheer pole 12 and multiple horizontal strokes
The vertical rod 13 being connected to spaced support between cross tube 11 and sheer pole 12.
The bearing of trend of cross tube 11 and sheer pole 12 can be set according to actual conditions.Refer to Fig. 5, ordinary circumstance
Under, sheer pole 12 is set along ground F2, usually flat shape；Cross tube 11 is set along floor F1 lower surfaces, is being passed perpendicularly through
Downward concave shape is formed during crossbeam F3.
Coordinate referring to Fig. 3, Fig. 4, the cross tube 11, sheer pole 12, vertical rod 13 in the present embodiment channel-section steel can be used to be made.
For the cross tube 11 for setting concave shape, part when it passes through crossbeam F3 is welded to one another by multistage channel-section steel to be formed.
The place of crossing one another also can be by being welded to connect integral inner frame 10 between cross tube 11, sheer pole 12, each vertical rod 13.
In the present embodiment, the transverse ends of inner frame 10 set head tree 14；The both ends point of sheer pole 12, entablature F3
It is not connected between two head trees 14.
Referring again to Fig. 3, Fig. 4, through hole K1, and each vertical rod 13 are respectively equipped with each vertical rod 13 in the present embodiment
On through hole K1 it is relative successively.It should be noted that through hole K1 shown in Fig. 3 and invisible, to express its vertical position in figure
Put and shown with lines.
Fig. 6 is that the cast-in-situ wall grouting structure 100 in the present embodiment pulls down the schematic diagram after the panel 20 of one side, with displaying
Internal structure.Refer to Fig. 6, the cast-in-situ wall grouting structure 100 in the present embodiment also includes being arranged in grouting space simultaneously
Sequentially pass through the grout pipe 30 of the through hole K1 in each vertical rod 13, and pipeline section of the grout pipe 30 between the vertical rod 13 of arbitrary neighborhood
On at least provided with a grout outlet K3；Panel 20 is provided with the grouting mouth K2 of at least one connection grout pipe 30.
In the present embodiment, the through hole K1 of each vertical rod 13 is vertically arranged to upper, middle and lower three, and each vertical rod
Three through hole K1 of 13 different height be correspondingly formed three different heights for the passage of allowing grout pipe 30 to pass through；It is corresponding
Grout pipe 30 there is branch pipe 31 by three different height passages respectively.In addition, for convenience of being in the milk, grouting mouth K2 can be set
In the position lower of panel 20, accordingly, a vertical supervisor 32 can be set, while connect grouting mouth K2 and three branch pipes 31.
During grouting, from grouting mouth K2 perfusion slurries, slurry is poured by each branch pipe 31 from different height, and with pouring
Process is carried out, and the grout outlet K3 of the branch pipe 31 of lower section can stop pulp by by larger pulp resistance, and pass through top position
The grout outlet K3 of higher branch pipe 31 carries out pulp.In addition, in the embodiment of the present invention, the grout pipe 30 between adjacent vertical rod 13
Section on be respectively provided with grout outlet K3, avoid because between vertical rod 13 and panel 20 slurry can not circulate or circulate slowly caused by
Slurry can not be filled up completely between the adjacent vertical rod 13 in part causes in the wall to be formed the problems such as air bubble be present.
Grout pipe 30 in the present embodiment is made of nontoxic pvc pipe, its after pouring grouting material and forming wall not
Further take out, but stay in wall.
Refer to Fig. 1, the unit coated plate 21 that the panel 20 in the present embodiment is completed by multiple applications in advance is formed, and it covers
The mode of connecing is：By multiple unit coated plates 21 successively stitching in inner frame 10, panel 20 is formed.Using painting in advance in the present embodiment
The unit coated plate 21 installed so that extra carry out surface construction is not needed after panel 20 installs.Adjacent unit applies
Seam crossing between loading board 21 does encapsulation process, to avoid spillage.To keep the outward appearance of panel 20, selected in the present embodiment most
Foregoing grouting mouth K2 is set on one module unit coated plate 21 of lower section.After wall shaping, pass through one piece of new intact list
First coated plate 21 replaces the mode of the unit coated plate 21 for being provided with grouting mouth K2 to recover the outward appearance of the panel 20 of wall.
Refer to Fig. 7, the present embodiment also provide it is a kind of poured using above-mentioned cast-in-situ wall grouting structure 100 it is cast-in-place
Wall 200.The cast-in-situ wall 200 includes foregoing inner frame 10, covers the panel 20 for connecing the both sides of inner frame 10, and pours in two
Between side panel 20 and coat inner frame 10, bond the slurry of both sides panel 20.Due to using above-mentioned cast-in-situ wall grouting structure
100, retaining in wall has grout pipe 30.
Inner frame 10, slurry, panel 20 can be efficiently formed in cast-in-situ wall grouting structure 100 in the embodiment of the present invention
The wall body structure of one, have and pour conveniently, shaping efficiency is high；The integraty of cast-in-situ wall 200 and structural behaviour being molded are good,
Suitable for the setting of the wall under various setting environment.
Embodiment two
Referring to earlier figures 1- Fig. 7, the present embodiment provides a kind of cast-in-situ wall construction method, and it comprises the following steps：
Inner frame 10 is fixedly installed to be set the position of wall；Inner frame 10 includes the vertical relative He of cross tube 11
Sheer pole 12, supported between cross tube 11 and sheer pole 12 and be connected with multiple laterally spaced vertical rods 13；In each vertical rod 13
Upper setting through hole K1, and the through hole K1 in each vertical rod 13 is relative successively；The position of what the place was said to be set wall can be with
It is that building interior needs to set the position of partition wall, the corresponding wall being finally molded can be the partition wall in space in compartment；
Its set environment be probably：Lower section is more flat ground F2, and top is the floor F1 bottom surfaces for dividing into some crossbeam F3；Side can be with
It is other wall body structures.Certainly, set wall also acts as other structures, such as decorative wall, video wall etc.；
In the present embodiment, alternatively, the set-up mode of inner frame 10 is：By the cross tube 11 of inner frame 10 be fastenedly connected in
Floor F1 bottom surfaces or crossbeam F3 corresponding to its top.The transverse ends of inner frame 10 set head tree 14；Head tree 14 fixes branch
Support between the top floor F1 bottom surfaces in wall place space and lower section ground F2；Sheer pole 12 and lower section ground F2 are mutual
Every the both ends of sheer pole 12 are connected to two head trees 14.Cross tube 11, sheer pole 12 and each vertical rod 13 are by channel-section steel
Form；The place of crossing one another is by being welded to connect integral inner frame 10 between cross tube 11, sheer pole 12, each vertical rod 13.
After inner frame 10 is provided with, in the side of inner frame 10, covering sets panel 20, and carries out arranging grout pipe 30
Step：The grouting mouth K2 of at least one connection grout pipe 30 is set on panel 20；Grout pipe 30 sequentially passes through each vertical rod 13
On through hole K1, and grout pipe 30 on the pipeline section between the vertical rod 13 of arbitrary neighborhood at least provided with a grout outlet K3；
Panel 20 is set in the opposite side covering of inner frame 10, makes the closing formation grouting of panel 20 of the both sides of inner frame 10 empty
Between；
Grouting step：It is in the milk from grouting mouth K2 and grout pipe 30 into grouting space, forms perfusion materia cladding inner frame 10
With the wall for bonding panel 20.
To optimize grouting effect, the wall of shaping is avoided cavity to be present, the through hole K1 in vertical rod 13 is arranged to multiple, each vertical
Multiple through hole K1 of bar 13 are vertically spaced apart at it；It is arranged in correspondence with multiple fillings for being arranged in through hole K1 positioned at different height
Starch pipe 30；During grouting, the grout pipe 30 positioned at different height is in the milk simultaneously；Grout pipe 30 is made of PVC engineering plastics,
Stay in after the completion of grouting in wall and not remove.
To ensure wall leveling, the outside that the panel 20 of both sides is additionally included in before grouting step implementation sets clamping mould
Group 40；Clamping module 40 include being located in the template 41 in the outside of panel 20 of both sides and inwardly compress two side templates 41 to drawing
Structure.It may include multiple horizontal press strips 42 to pull-up structure and the split bolt 43 at the both ends of press strip 42 be arranged to drawing.
In the present embodiment, panel 20 can be made up of the unit coated plate 21 that multiple applications in advance are completed, and it covers the mode of connecing and is：
By multiple unit coated plates 21 successively stitching in inner frame 10, panel 20 is formed；After perfusion materia solidification, dismounting is provided with grouting
Mouth K2 unit coated plate 21, replaces with intact unit coated plate 21, to ensure the outward appearance of panel 20.Adjacent unit application
Seam crossing between plate 21 does encapsulation process, avoids spillage.
A kind of construction method that can be molded foregoing cast-in-situ wall 200 is present embodiments provided, has and pours conveniently, construction
Efficiency high, the good beneficial effect of the wall integraty and structural behaviour of shaping.
The preferred embodiments of the present invention are the foregoing is only, are not intended to limit the invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.Within the spirit and principles of the invention, that is made any repaiies
Change, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (10)
1. a kind of cast-in-situ wall construction method, it is characterised in that comprise the following steps：
Inner frame is fixedly installed to be set the position of wall；The inner frame includes vertical relative cross tube and lower horizontal stroke
Bar, supported between the cross tube and the sheer pole and be connected with multiple laterally spaced vertical rods；
Through hole is set in each vertical rod, and the through hole in each vertical rod is relative successively；
In the side of the inner frame, covering sets panel；
Arrange grout pipe step：The grouting mouth of at least one connection grout pipe is set on panel；The grout pipe sequentially passes through
Through hole in each vertical rod, and the grout pipe on the pipeline section between the vertical rod of arbitrary neighborhood at least provided with a pulp
Mouthful；
Panel is set in the opposite side covering of the inner frame, makes the panel of inner frame both sides close to form grouting space；
Grouting step：It is in the milk from the grouting mouth and grout pipe into grouting space, forms perfusion materia cladding inner frame and bonding
The wall of panel.
2. cast-in-situ wall construction method according to claim 1, it is characterised in that：
The unit coated plate that the panel is completed by multiple applications in advance is formed, and it covers the mode of connecing and is：By multiple unit coated plates
Stitching forms the panel in the inner frame successively；
After perfusion materia solidification, the unit coated plate for being provided with the grouting mouth is removed, replaces with the intact unit
Coated plate.
3. cast-in-situ wall construction method according to claim 2, it is characterised in that：
Seam crossing between adjacent unit coated plate does encapsulation process.
4. cast-in-situ wall construction method according to claim 1, it is characterised in that：
The set-up mode of the inner frame is：The cross tube of the inner frame is fastenedly connected soffit corresponding to side thereon
Or crossbeam.
5. cast-in-situ wall construction method according to claim 1, it is characterised in that：
The transverse ends of the inner frame set head tree；The top flooring in space is with where head tree is fixedly supported to wall
Between square ground；Sheer pole and lower section ground are spaced, and the both ends of sheer pole are connected to two head trees.
6. cast-in-situ wall construction method according to claim 1, it is characterised in that：
The cross tube, sheer pole and each vertical rod are formed by channel-section steel；
The place of crossing one another is by being welded to connect the integral inside casing between the cross tube, sheer pole, each vertical rod
Frame.
7. cast-in-situ wall construction method according to claim 1, it is characterised in that：
Through hole in the vertical rod is arranged to multiple, and multiple through holes of each vertical rod are vertically spaced apart at it；
It is arranged in correspondence with multiple grout pipes for being arranged in the through hole positioned at different height；
During grouting, the grout pipe positioned at different height is in the milk simultaneously；
The grout pipe is made of PVC engineering plastics, is stayed in after the completion of grouting in wall and is not removed.
8. cast-in-situ wall construction method according to claim 1, it is characterised in that：
The outside that the panel of both sides is additionally included in before grouting step implementation sets clamping module；
It is described clamping module include be located in both sides the panels outside template and inwardly compress two side templates to draw
Structure.
A kind of 9. cast-in-situ wall, it is characterised in that：
It is made of the cast-in-situ wall construction method described in claim any one of 1-8.
The structure 10. a kind of cast-in-situ wall is in the milk, it is characterised in that：
Cover including inner frame and respectively the panel for being connected to the inner frame both sides；The grouting that the panel of both sides limits closing is empty
Between；
The inner frame includes vertically relative cross tube and sheer pole and multiple supports being horizontally arranged at interval are connected to
Vertical rod between the cross tube and the sheer pole；
Through hole is respectively equipped with each vertical rod, and the through hole in each vertical rod is relative successively；
The cast-in-situ wall grouting structure also includes being arranged in the grouting space and sequentially passing through in each vertical rod
The grout pipe of through hole, and the grout pipe on the pipeline section between the vertical rod of arbitrary neighborhood at least provided with a grout outlet；Institute
State the grouting mouth that panel is provided with least one connection grout pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710959139.2A CN107558637B (en) | 2017-10-16 | 2017-10-16 | Cast-in-place wall grouting structure, cast-in-place wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710959139.2A CN107558637B (en) | 2017-10-16 | 2017-10-16 | Cast-in-place wall grouting structure, cast-in-place wall and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107558637A true CN107558637A (en) | 2018-01-09 |
| CN107558637B CN107558637B (en) | 2023-04-11 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710959139.2A Active CN107558637B (en) | 2017-10-16 | 2017-10-16 | Cast-in-place wall grouting structure, cast-in-place wall and construction method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111379357A (en) * | 2018-12-28 | 2020-07-07 | 湖南飞扬建设工程有限公司 | Wall frame for cast-in-situ foamed concrete and cast-in-situ foamed concrete wall |
| CN112983012A (en) * | 2021-02-07 | 2021-06-18 | 陕西建工第九建设集团有限公司 | Accurate hoisting device and construction method of assembled type slurry leakage prevention laminated slab |
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| CN204139380U (en) * | 2014-10-27 | 2015-02-04 | 王丽萍 | Non-form removal lightweight inner partition wall plate |
| CN207348269U (en) * | 2017-10-16 | 2018-05-11 | 柳州市杰特建材有限责任公司 | Cast-in-situ wall grouting structure and cast-in-situ wall |
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| CN1423022A (en) * | 2001-12-04 | 2003-06-11 | 胡永生 | Building wall in-situ assembling construction method |
| CN201217855Y (en) * | 2008-06-12 | 2009-04-08 | 黑龙江宇辉新型建筑材料有限公司 | Precast concrete shearing force wall formed with heat preservation decoration surface |
| CN204139380U (en) * | 2014-10-27 | 2015-02-04 | 王丽萍 | Non-form removal lightweight inner partition wall plate |
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| CN111379357A (en) * | 2018-12-28 | 2020-07-07 | 湖南飞扬建设工程有限公司 | Wall frame for cast-in-situ foamed concrete and cast-in-situ foamed concrete wall |
| CN112983012A (en) * | 2021-02-07 | 2021-06-18 | 陕西建工第九建设集团有限公司 | Accurate hoisting device and construction method of assembled type slurry leakage prevention laminated slab |
| CN112983012B (en) * | 2021-02-07 | 2021-10-01 | 陕西建工第九建设集团有限公司 | Accurate hoisting device and construction method of assembled type slurry leakage prevention laminated slab |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107558637B (en) | 2023-04-11 |
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