CN108756021A - Envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall - Google Patents
Envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall Download PDFInfo
- Publication number
- CN108756021A CN108756021A CN201810675684.3A CN201810675684A CN108756021A CN 108756021 A CN108756021 A CN 108756021A CN 201810675684 A CN201810675684 A CN 201810675684A CN 108756021 A CN108756021 A CN 108756021A
- Authority
- CN
- China
- Prior art keywords
- press strip
- exterior wall
- conversion layer
- side fascia
- prefabricated sandwich
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention belongs to assembled sleeve grouting shear wall construction technical fields, and in particular to a kind of envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall.This method includes the following steps：1), surveying setting-out and the positioning of prefabricated sandwich Side fascia：2), the positions exterior wall Feng Cang base treatment：3), pre embedded bolt corrects：4) installation and reinforcing of press strip, are combined：5), the paving for blocking press strip is fixed：6), prefabricated sandwich Side fascia lifting correction and envelope storehouse：7), combination press strip and the dismounting for blocking press strip：The advantages of this method has controllability height and can repeatedly use, can ensure that the envelope storehouse construction quality of conversion layer can meet design.
Description
Technical field
The invention belongs to assembled sleeve grouting shear wall construction technical fields, and in particular to one kind being used for assembled architecture
The envelope storehouse method of conversion layer sleeve grouting exterior wall.
Background technology
Prefabricated concrete structure is using prefabricated components as main bearing member and through assembling the concrete that is formed by connecting of
Structure.The installation splicing of fabricated shear wall is to connect the embedded bar at two pieces of wall panel ends each other with embedded sleeve barrel
After connecing, then the process that both is connected by way of live slip casting.In fabricated shear wall work progress, conversion layer construction is
One emphasis of the structural system is also difficult point, and the envelope storehouse work before how carrying out sleeve grouting is even more conversion layer construction
The most important thing.However, on the one hand, it should there are two centimeters of splicing seams between current envelope storehouse code requirement levels wallboard
Gap；And on the other hand, due to the wall particularity of conversion layer precast facade, " 7 " shape is in bottom surface and integral thickness is than next
The cast-in-place exterior wall of layer wants thick one third, so that " one " word on the not instead of normal meanings of splicing gap between the two, becomes
At " 7 " word so that form faulting of slab ends phenomenon in the vertical edge of " 7 " word namely vertical grouting junction.Above two factor, collaboration are made
At grouting envelope storehouse no operatton face and block difficult problem.Expect to suppress note after directly blocking using the envelope storehouse used in tradition envelope storehouse
The method of slurry is just easy to block the splicing gap of above-mentioned " 7 " word because pressure is excessive and the gravity of vertical grouting junction is made
With and cause spillage phenomenon, and there is leakiness problem of being in the milk, gently then so that the molding effect of envelope storehouse seam unsightly, it is heavy then cause
Splice and generate mass defect at gap, to generate significant impact to the integral waterproofing quality of wall.
Invention content
The purpose of the present invention is overcoming above-mentioned the deficiencies in the prior art, provide a kind of reasonable for structure and practical for assembling
Formula builds the envelope storehouse method of conversion layer sleeve grouting exterior wall, the advantages of having controllability height and can repeatedly use,
It can ensure that the envelope storehouse construction quality of conversion layer can meet design.
To achieve the above object, present invention employs following technical schemes：
A kind of envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall includes the following steps：
1), surveying setting-out and the positioning of prefabricated sandwich Side fascia：
According to construction drawing, axis and absolute altitude control line are popped up on conversion layer exterior wall, and pop up outside every prefabricated sandwich
The installation site line of wallboard, review；
2), the positions exterior wall Feng Cang base treatment：
It checks wall top surface evenness at the flexible mould flatness and the positions Feng Cang of conversion layer exterior wall, deviation position is looked for
Flat operation；
3), pre embedded bolt corrects：
After conversion layer outer wall template is removed, checks the pre embedded bolt at conversion layer exterior wall, re-calibrate the pre-buried spiral shell of deformation
Bar；
4) installation and reinforcing of press strip, are combined：
Inner seal item and the lumps of wood are selected according to the monolithic length of current prefabricated sandwich Side fascia, inner seal item is adopted
It is made of rubber-plastic sponge item；Inner seal item is adhered to rectangular block-like double-layer combined to be formed at lumps of wood medial surface
Combine press strip, by the medial surface for combining press strip fitting be closely attached at conversion layer outer surface of wall, at this time combine press strip top surface with
The wall top face of conversion layer exterior wall flushes, and the thickness for combining press strip is less than 40mm, combines the both ends of press strip along prefabricated sandwich exterior wall
The length direction of plate extends and exceeds the corresponding edge 50mm of prefabricated sandwich Side fascia per one end；Through combination press strip and to turn
It changes outside layer and gets mounting hole within the walls, combination press strip is passed through using pre-embedded bolt and be assemblied in mounting hole, so that press strip will be combined
It compresses and is fixed at conversion layer outer surface of wall；Space is kept away each other between the installation site of pre-embedded bolt and prefabricated sandwich Side fascia
It allows；
5), the paving for blocking press strip is fixed：
It is cemented in what closure press strip face paste was closed at the top surface of combination press strip, blocks press strip and be made of rubber-plastic sponge item,
And the every one end for blocking press strip at least exceeds the corresponding edge 50mm of prefabricated sandwich Side fascia, blocks press strip thickness and is more than 20mm；
6), prefabricated sandwich Side fascia lifting correction and envelope storehouse：
At hoisting prefabricated sandwich Side fascia to the wall top face of conversion layer exterior wall, according to every prefabricated Sanming City in step 1)
It controls the installation site line of Side fascia and corrects current prefabricated sandwich exterior wall Board position；After the completion of correction, outside prefabricated sandwich
Side where the prefabricated panel of wallboard, the splicing gap between prefabricated sandwich Side fascia and the wall top face of conversion layer exterior wall execute
Grouting and the operation of envelope storehouse；
7), combination press strip and the dismounting for blocking press strip：
It is completed two days later in 6) step, temperature removes combination press strip and block press strip at 20 DEG C or more.
Preferably, 6) further include that stuff up a crack operation is as follows in the step：After the completion of waiting for the correction, cement is used first
Cooperation gap of the mortar between the pcf plates at the outermost layer of combination press strip and prefabricated sandwich Side fascia carries out stuff up a crack operation, from
And form second line of seal；After second line of seal solidification, the grouting and the operation of envelope storehouse are executed just now.
5) in the step, width x thickness=40mm × 50mm of press strip is blocked.
2) in the step, levelling cement mortar used is 1:2 cement mortar.
The beneficial effects of the present invention are：
1), avoid using it is traditional it is direct the mode of operation that vertically grouting junction is blocked may be to go out
Existing construction quality problem.The present invention blocks the fit system of press strip by using unique combination press strip collocation, by by group
Combined pressure item is fixed at conversion layer outer surface of wall, then one layer of closure press strip of pad on combination press strip, when prefabricated sandwich Side fascia
Pile from top to bottom is at the wall top face of conversion layer exterior wall, because the dead weight of prefabricated sandwich Side fascia can oppress closure press strip, directly
It is present such that prefabricated sandwich Side fascia whereabouts stops to because of two centimeters of hassock pieces at prefabricated sandwich Side fascia bottom surface.
At this point, it is normal to be formed horizontal direction between the wall top face of prefabricated sandwich Side fascia, closure press strip and conversion layer exterior wall
Feng Cangyong splicing gap, later can to such level splicing gap carry out envelope storehouse operation.Even since combination press strip is
Installation is attached along conversion layer outer surface of wall, this to block press strip just thick with 3 centimeters in the prefabricated outer wall panel of upper layer
Foam heat-insulation layer bottom is combined, namely closure press strip can just be withstood at the foam heat-insulation layer of prefabricated sandwich exterior wall, to
The grouting pressure generated when grouting be can effectively avoid to the crushing situation of the foam heat-insulation layer, achieved many things at one stroke.
From the foregoing, it will be observed that the present invention blocks the fit system of press strip by combining press strip collocation, thus cleverly will be originally difficult
To seal the splicing gap of " 7 " shape in storehouse, it is changed into the splicing gap of " one " shape of envelope storehouse technology maturation at present, so that it is guaranteed that
The reliable progress of envelope storehouse grouting operation.Since combination press strip can produce in advance completely with press strip is blocked, or even because of the lumps of wood and rubber
Again to conversion when moulding the being widely used property of sponge strip and can directly draw materials everywhere at the scene and make use at any time, while using
Layer outer surface of wall is punched to be installed again, and reusability is high, and labor intensity is low, while the interspersed progress that can construct, and is not accounted for
With the floor construction key line node time, construction speed is obviously accelerated, and significant increase also can be obtained in construction efficiency.And in quality
Aspect, by it was verified that the sub-assembly of lumps of wood collocation rubber-plastic sponge item is used to seal storehouse auxiliary accessories, sealing effect as grouting
It is good, no spillage phenomenon, it is ensured that the compactness of grouting creates good condition for the construction of post transition layer exterior-wall heat insulation connector.
2), second line of seal can essentially regard traditional outer side seal storehouse line as.However it is worth noting that, one
Aspect, due to combining the presence of press strip, the thickness of combination press strip itself has been filled up between script conversion layer outer surface of wall and pcf plates
Gap, therefore the width of above-mentioned outer side seal storehouse line is actually greatly reduced, and in other words, is easier joint filling and is coagulated
Gu.On the other hand, which is backup seal line, the sealing surface formed after the actually simple press strip compression by closure
What can be stablized resists immense pressure when being in the milk, and backup seal ensures its Feng Cangxiao only as two defence lines herein
Fruit.
3) width x thickness=40mm × 50mm of press strip, is blocked, at this time made of the use rubber-plastic sponge item of five centimeters of thickness
Press strip is blocked, is fully able to undertake sealing purpose.Levelling cement mortar used is 1:2 cement mortar, namely portion water when use
Mud adds two parts of yellow sands, is typically then to be controlled by experience as water, just repeats no more herein.
Description of the drawings
Fig. 1 is the mated condition schematic diagram of prefabricated sandwich Side fascia and conversion layer exterior wall；
Fig. 2 is inner seal item, the lumps of wood and the working state figure for blocking press strip.
The practical correspondence of each label of the present invention and component names is as follows：
The prefabricated sandwich Side fascia b1- prefabricated panels b2-pcf plates of a- conversion layer exterior walls b-
10- combines the press strip 11- inner seal 12- lumps of wood
20- blocks press strip 30- pre-embedded bolts
Specific implementation mode
For ease of understanding, here in connection with attached drawing 1-2, the concrete structure and working method of the present invention are retouched further below
It states：
When preparatory process before carrying out the operation of specific envelope storehouse, storehouse special construction plan is sealed according to grouting, will be turned in advance
The materials such as the lumps of wood 12 and rubber-plastic sponge item used in the outer side seal storehouses layer exterior wall a are changed to process.
Specifically, as shown in Figs. 1-2, the lumps of wood 12 is cut to rectangular bulk first, and 12 length of the lumps of wood is prefabricated
The monolithic length of sandwich Side fascia b adds 100mm again, so as to when the lumps of wood 12 is attached with respect to conversion layer exterior wall a, 12 both ends of the lumps of wood
The both ends 50mm of the prefabricated sandwich Side fascia b right over the lumps of wood 12 can be stretched out respectively.Later, according to the length of the lumps of wood 12
Degree, and the closure press strip 20 and inner seal item 11 of corresponding length are made using rubber-plastic sponge item.Wherein, inner seal item 11
Length be equal to 12 length of the lumps of wood, width be equal to 12 width of the lumps of wood, so as between the lumps of wood 12 each other with glue it is be bonded after, being capable of shape
The combination press strip 10 for square of growing up.The overall thickness of the lumps of wood 12 and inner seal item 11 controls in 40mm, to avoid with it is prefabricated
Installation interference is generated between sandwich exterior wall.It is equally isometric with the lumps of wood 12 to block 20 length of press strip, and width is 40mm, thickness is
50mm.It is different from inner seal item 11 to block press strip 20, press strip 20 is blocked before use and is detached with the lumps of wood 12, is only made
With reusing glue paving in the process and be bonded in 12 top surface of the lumps of wood.
The specific works step of the present invention is as follows:
1), surveying setting-out and prefabricated sandwich Side fascia b positioning：
According to construction drawing, axis and absolute altitude control line are popped up on conversion layer exterior wall a, and pop up outside every prefabricated sandwich
The installation site line of wallboard b, review.
2), the positions exterior wall Feng Cang base treatment：
Wall top surface evenness at the flexible mould flatness and the positions Feng Cang of conversion layer exterior wall a is checked, to deviation position with 1:2
Cement mortar screeding.Wherein, flexible mould refers to the template of external wall elevation part, checks its flatness, namely check and poured coagulation
Whether shear wall's thickness has deviation and whether meets flatness requirement after soil.
3), pre embedded bolt corrects：
After conversion layer exterior wall a form removables, checks the pre embedded bolt at conversion layer exterior wall a, re-calibrate the pre-buried of deformation
Screw rod.
4) installation and reinforcing of press strip 10, are combined：
By being closely attached at conversion layer exterior wall a metopes for the medial surface fitting for combining press strip 10, the top of press strip 10 is combined at this time
Face is flushed with the wall top face of conversion layer exterior wall a, and the both ends for combining press strip 10 extend along the length direction of prefabricated sandwich Side fascia b
And exceed the corresponding edge 50mm of prefabricated sandwich Side fascia b per one end；It beats through combination press strip 10 and into conversion layer exterior wall a
Go out mounting hole, pass through combination press strip 10 and to be assemblied in mounting hole using pre-embedded bolt 30, so as to will combine press strip 10 compress with
It is fixed at conversion layer exterior wall a metopes；Space is kept away each other between the installation site of pre-embedded bolt 30 and prefabricated sandwich Side fascia b
It allows.Since pre-embedded bolt 30 is current ripe fixed bolt construction, collocation fixing nut can be realized effectively to combining press strip
10 compression and fixation.Other such as expansion fastening screw structures can also be used to realize combination the fastening purpose of press strip 10, this
Place just repeats no more.
5), the paving for blocking press strip 20 is fixed：
It is cemented in what closure 20 face paste of press strip was closed at the top surface of combination press strip 10.Equally, the closure press strip 20 is each
End exceeds the corresponding edge 50mm of prefabricated sandwich Side fascia b.At this point, blocking just as shown in Figure 1 complete in top surface of press strip 20
At the full foam heat-insulation layer for pushing against and closing prefabricated sandwich exterior wall, penetrated into because of pressure to avoid mortar when grouting.
6), prefabricated sandwich Side fascia b liftings correction and envelope storehouse：
At hoisting prefabricated sandwich Side fascia b to the wall top face of conversion layer exterior wall a, according to every prefabricated three in step 1)
The installation site line of Mingzhi's Side fascia b and correct the current prefabricated positions sandwich Side fascia b.After the completion of correction, water is used first
Cooperation gap of the cement mortar between the pcf plates b2 at the outermost layer of combination press strip and prefabricated sandwich Side fascia b carries out stuff up a crack behaviour
Make, to form second line of seal as shown in Figure 2.When practical operation, said combination press strip 10 and prefabricated sandwich exterior wall
The cooperation gap between pcf plates b2 at the outermost layer of plate b is usually between one centimeter to 1 point 5 centimeter.Wait for second line of seal
After solidification, in side where the prefabricated panel of prefabricated sandwich Side fascia b, to prefabricated sandwich Side fascia b's and conversion layer exterior wall a
Splicing gap between wall top face executes grouting and the operation of envelope storehouse.
7), combination press strip 10 and the dismounting for blocking press strip 20：
When above-mentioned grouting and the operation of envelope storehouse are completed two days later, temperature is removed combination press strip 10 and is blocked at 20 DEG C or more
Press strip 20 completes all envelope storehouse operations.
Claims (4)
1. a kind of envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall, it is characterised in that include the following steps：
1), surveying setting-out and the positioning of prefabricated sandwich Side fascia：
According to construction drawing, axis and absolute altitude control line are popped up on conversion layer exterior wall (a), and pop up every prefabricated sandwich exterior wall
The installation site line of plate (b), review；
2), the positions exterior wall Feng Cang base treatment：
It checks wall top surface evenness at the flexible mould flatness and the positions Feng Cang of conversion layer exterior wall (a), deviation position is looked for
Flat operation；
3), pre embedded bolt corrects：
After conversion layer exterior wall (a) form removable, checks the pre embedded bolt at the place conversion layer exterior wall (a), re-calibrate the pre-buried of deformation
Screw rod；
4) installation and reinforcing of press strip, are combined：
Inner seal item (11) and the lumps of wood (12) are selected according to the monolithic length of current prefabricated sandwich Side fascia (b), inside
Sealing strip (11) is made of rubber-plastic sponge item；Inner seal item (11) is adhered at the lumps of wood (12) medial surface to form length
The medial surface fitting for combining press strip (10) is closely attached on conversion layer exterior wall by the double-layer combined combination press strip (10) of square
(a) at metope, the top surface for combining press strip (10) at this time is flushed with the wall top face of conversion layer exterior wall (a), the thickness of combination press strip (10)
Degree is less than 40mm, and the both ends of combination press strip (10) extend along the length direction of prefabricated sandwich Side fascia (b) and every one end is super
Go out the corresponding edge 50mm of prefabricated sandwich Side fascia (b)；Through combination press strip (10)And get installation into conversion layer exterior wall (a) Hole, pass through combination press strip (10) and to be assemblied in mounting hole using pre-embedded bolt (30), so as to will combine press strip (10) compress with
It is fixed at conversion layer exterior wall (a) metope；It is empty each other between the installation site and prefabricated sandwich Side fascia (b) of pre-embedded bolt (30)
Between avoid；
5), the paving for blocking press strip is fixed：
Cementing at the top surface of combination press strip (10) for press strip (20) face paste conjunction will be blocked, press strip (20) is blocked and uses rubber-plastic sponge
Item is made, and the every one end for blocking press strip (20) at least exceeds the corresponding edge 50mm of prefabricated sandwich Side fascia (b), blocks press strip
(20) thickness is more than 20mm；
6), prefabricated sandwich Side fascia lifting correction and envelope storehouse：
At hoisting prefabricated sandwich Side fascia (b) to the wall top face of conversion layer exterior wall (a), according to every prefabricated three in step 1)
The installation site line of Mingzhi's Side fascia (b) and correct current prefabricated sandwich Side fascia (b) position；After the completion of correction, prefabricated
Side where the prefabricated panel (b1) of sandwich Side fascia (b), to the wall of prefabricated sandwich Side fascia (b) and conversion layer exterior wall (a)
Splicing gap between top surface executes grouting and the operation of envelope storehouse；
7), combination press strip and the dismounting for blocking press strip：
It is completed two days later in 6) step, temperature removes combination press strip (10) and block press strip (20) at 20 DEG C or more.
2. a kind of envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall according to claim 1, special
Sign is：6) further include that stuff up a crack operation is as follows in the step：After the completion of waiting for the correction, use cement mortar to group first
Cooperation gap between pcf plates (b2) at combined pressure item and the outermost layer of prefabricated sandwich Side fascia (b) carries out stuff up a crack operation, to
Form second line of seal；After second line of seal solidification, the grouting and the operation of envelope storehouse are executed just now.
3. a kind of envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall according to claim 1, special
Sign is：5) in the step, width x thickness=40mm × 50mm of press strip (20) is blocked.
4. a kind of envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall according to claim 1, special
Sign is：2) in the step, levelling cement mortar used is 1:2 cement mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810675684.3A CN108756021A (en) | 2018-06-27 | 2018-06-27 | Envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810675684.3A CN108756021A (en) | 2018-06-27 | 2018-06-27 | Envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108756021A true CN108756021A (en) | 2018-11-06 |
Family
ID=63977556
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810675684.3A Pending CN108756021A (en) | 2018-06-27 | 2018-06-27 | Envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108756021A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109723141A (en) * | 2019-03-06 | 2019-05-07 | 北京建工四建工程建设有限公司 | Support construction and its construction method at a kind of fabricated construction conversion layer |
| CN110331788A (en) * | 2019-06-29 | 2019-10-15 | 河南强耐新材股份有限公司 | A kind of assembled combined wall board bottom water flush joint connection method |
| CN112144693A (en) * | 2019-06-28 | 2020-12-29 | 成都建工第二建筑工程有限公司 | Method for installing prefabricated non-bearing wall |
| CN112144692A (en) * | 2019-06-28 | 2020-12-29 | 成都建工第二建筑工程有限公司 | Method for mounting prefabricated bearing wall |
| CN112282120A (en) * | 2020-11-06 | 2021-01-29 | 湖南泽坤建筑设计有限公司 | Shear wall plate fast bin sealing device |
| CN113323180A (en) * | 2020-10-21 | 2021-08-31 | 安徽迦得建筑科技有限公司 | Construction process for grouting and sealing assembled integral shear wall |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040118080A1 (en) * | 2001-06-02 | 2004-06-24 | Jazzar Omar Abdul Latif | Reinforced concrete building system |
| US8615963B2 (en) * | 2007-08-28 | 2013-12-31 | Robert A. Wrightman | Log wall connector system |
| CN107338950A (en) * | 2017-08-28 | 2017-11-10 | 安徽宝业建工集团有限公司 | It is in the milk for fabricated shear wall sleeve and seals storehouse instrument |
| CN108118900A (en) * | 2017-12-29 | 2018-06-05 | 北京城建北方建设有限责任公司 | The construction method of prefabricated panel |
-
2018
- 2018-06-27 CN CN201810675684.3A patent/CN108756021A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040118080A1 (en) * | 2001-06-02 | 2004-06-24 | Jazzar Omar Abdul Latif | Reinforced concrete building system |
| US8615963B2 (en) * | 2007-08-28 | 2013-12-31 | Robert A. Wrightman | Log wall connector system |
| CN107338950A (en) * | 2017-08-28 | 2017-11-10 | 安徽宝业建工集团有限公司 | It is in the milk for fabricated shear wall sleeve and seals storehouse instrument |
| CN108118900A (en) * | 2017-12-29 | 2018-06-05 | 北京城建北方建设有限责任公司 | The construction method of prefabricated panel |
Non-Patent Citations (1)
| Title |
|---|
| 谢其盛: "装配整体式剪力墙结构转换层的施工控制", 《建筑机械化》 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109723141A (en) * | 2019-03-06 | 2019-05-07 | 北京建工四建工程建设有限公司 | Support construction and its construction method at a kind of fabricated construction conversion layer |
| CN112144693A (en) * | 2019-06-28 | 2020-12-29 | 成都建工第二建筑工程有限公司 | Method for installing prefabricated non-bearing wall |
| CN112144692A (en) * | 2019-06-28 | 2020-12-29 | 成都建工第二建筑工程有限公司 | Method for mounting prefabricated bearing wall |
| CN110331788A (en) * | 2019-06-29 | 2019-10-15 | 河南强耐新材股份有限公司 | A kind of assembled combined wall board bottom water flush joint connection method |
| CN113323180A (en) * | 2020-10-21 | 2021-08-31 | 安徽迦得建筑科技有限公司 | Construction process for grouting and sealing assembled integral shear wall |
| CN112282120A (en) * | 2020-11-06 | 2021-01-29 | 湖南泽坤建筑设计有限公司 | Shear wall plate fast bin sealing device |
| CN112282120B (en) * | 2020-11-06 | 2021-11-02 | 湖南泽坤建筑设计有限公司 | Shear wall plate fast bin sealing device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108756021A (en) | Envelope storehouse method for assembled architecture conversion layer sleeve grouting exterior wall | |
| CN103114663B (en) | Assemble type multifunctional outer wall body and production and installation method thereof | |
| US7882669B2 (en) | Composite concrete shear wall for heat insulation | |
| CN105971159B (en) | A kind of masonry shell mechanism in 3D printing reinforced masonry shear wall | |
| CN106193336B (en) | Connecting structure and its construction method with H-type slotted wall structure precast shear wall | |
| CN110761322B (en) | Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof | |
| CN104532953B (en) | 3D printing based assembly type special-shaped column framework structure and construction method thereof | |
| CN101818527A (en) | Assembled integral shear wall structure system and construction method thereof | |
| CN205206132U (en) | Thermal insulation assembled wallboard structure | |
| CN205296388U (en) | Apron is sealed to garage wall post -cast strip | |
| CN105421816B (en) | Insulation energy-saving assembling house and construction method | |
| CN215253698U (en) | Ceramsite foam concrete exterior wall hanging plate in assembly type building | |
| CN204491984U (en) | Stone facing precast wall panel and external wall system | |
| CN206052987U (en) | Connecting structure with H type slotted wall structure precast shear walls | |
| CN104594525A (en) | Composite thermal insulation wallboard and building structure integrated thermal insulation wall system and construction process | |
| CN104141361A (en) | Honeycomb wall plate and mounting method thereof | |
| CN208363636U (en) | Envelope storehouse tool for assembled architecture conversion layer sleeve grouting exterior wall | |
| CN207761103U (en) | Prefabricated assembled concrete composite thermo-insulating wall board | |
| CN104895221B (en) | Assembled shaped steel confined concrete shear wall structure | |
| CN207003673U (en) | A kind of connecting node of beam and wallboard | |
| CN101886470B (en) | Construction method of exposed concrete ribbed beams | |
| CN208486388U (en) | Waterproof precast floor slab | |
| CN204356896U (en) | Based on the assembling Framed Structure with Special-Shaped Columns that 3D prints | |
| CN208056126U (en) | A kind of connecting node construction of steel pipe bundle concrete walls and Base isolation system | |
| CN213115186U (en) | Composite wall board |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181106 |