CN110512778A - A kind of bridging piece and its construction technology for clay brick facade - Google Patents
A kind of bridging piece and its construction technology for clay brick facade Download PDFInfo
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- CN110512778A CN110512778A CN201910834952.6A CN201910834952A CN110512778A CN 110512778 A CN110512778 A CN 110512778A CN 201910834952 A CN201910834952 A CN 201910834952A CN 110512778 A CN110512778 A CN 110512778A
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- reinforcing bar
- bridging piece
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- clay brick
- transverse steel
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- 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
- E04B2/88—Curtain walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Finishing Walls (AREA)
Abstract
The present invention relates to a kind of bridging piece and its construction technology for clay brick facade, which includes newly-increased reinforcing bar, built-in fitting and concrete formation block, and the newly-increased reinforcing bar includes top rebars and bottom reinforcement bars, and the newly-increased reinforcing bar with former floor for fixing；In the concrete formation block, the built-in fitting is arranged above the concrete formation block the newly-increased steel-bar arrangement；The construction technology process is simple, and it is convenient to operate, and applicability is high；The present invention is used for clay brick decoration for vertical face, decorating wall is directly built on every layer of bridging piece, the weight of every layer of bridging piece support decorating wall, the weight of lowest level support decorating wall is reduced, meanwhile, decorating wall is closely connect with the main structure of former floor, globality is stronger, good seismic performance reduces the risk that earthenware brick falls off, highly-safe.
Description
Technical field
The present invention relates to technical field of building construction, specifically a kind of bridging piece and its construction for clay brick facade
Technique.
Background technique
Clay brick is one kind of clay brick, is aggregate with quartz, feldspar etc. using natural clay as main component, use is excellent
Matter clay even violet sand earthenware clay high temperature sintering forms.For more traditional common brick (clay brick), clay brick texture is finer and smoother, color more
Uniformly, the lines flow smoothly, not only has natural beauty, and with more dense cultural spirit and sense of the times, earthenware brick color is the face of itself
Color will not fade with the time, and surface texture is abundant, and color change is naturally, can reach perfect design effect, together
When, high temperature resistant is high and cold, corrosion-resistant, and porosity is higher, has certain sound absorption, being capable of 100% recycling.Clay brick because
Its strong applicability can add the brick product of mineral element production multicolour, by the aesthetics of architecture, building function, building according to demand
The factors organic structure such as energy conservation and building structure, in recent years, using more and more in building repair.
With the raising of the level of economic development, urbanization constantly expands, and building curtain wall industry starts to flourish.In addition to direct
It lays bricks and pastes except tapestry brick, various artificial board curtain walls also can be used, such as fiber reinforced cement board (GRC) curtain wall, clay
Plate curtain wall, metal plate curtain wall etc. therefrom choose appearance close to the curtain wall of plain brick wall effect as the peripheral protective built.So
And the construction of various artificial board curtain walls is essentially identical, is all that panel mounts on the support structure, support construction is usually steel structure
Frame is made of centre keel and crossbeam.
Currently, clay brick curtain wall has back-trough dry-hang and two kinds of poling dry-hang.For back-trough dry-hang curtain wall, every pottery
Brick is with back-trough (needing to customize), on the crossbeam for hanging over support construction one by one by aluminium alloy pendant.For poling dry-hang
Curtain wall wears earthenware brick by stainless pipe, and round tube also extends through the angle steel crossbeams (burrowing on angle steel) of support construction simultaneously,
Therefore, earthenware brick is linked together by stainless pipe and support construction crossbeam.Dried hanging hang structure is only used for wall in straight shape
Oblique for the wall of building or horizontal on the alien invasion of building, construction is more difficult, simultaneously as cladding
Curtain wall is by the weight of lowest level support decorating wall, and for skyscraper, the stability of curtain wall is limited, and safety is lower；It is cladding
Formula curtain wall construction is successively to hook clay brick from bottom to up, and facade effect and angle are single.
As Chinese patent CN208563701U discloses a kind of element type clay brick curtain wall system, including wall and wall
Several columns being fixedly connected and several crossbeams being fixedly connected with column, further include curtain wall panel, and curtain wall panel includes several
Mutually splicing and be layered the clay brick of setting, is filled with mortar between each clay brick, curtain wall panel is supported on crossbeam, at interval of
Several layers clay brick is equipped with horizontal steel tie, and horizontal steel tie is embedded in mortar, and horizontal steel tie is fixed with column
Connection.Chinese patent CN208219946U discloses a kind of external decoration facade of string extension clay brick, including clay brick skeleton, hanging rod
Component and clay brick；Wherein, the clay brick skeleton includes several main joists and several transoms；The main joist is in parallel
It is vertically arranged on metope；The transom is set between main joist in longitudinal parallel, lateral same level height, with main dragon
Metope is divided into several to install window by bone；Each installation window is arranged with basic splash guard；The position of the transom
On be fixed with L-type support frame；The hanging rod component includes hanging rod；The hanging rod is fixedly connected with L-type support frame；The clay brick
String is hung on hanging rod.Above-mentioned patent is all made of dry-hang curtain wall construction, although improving clay brick curtain wall to a certain extent
Stability, but for skyscraper and complex building, however it remains certain difficulty of construction, overall stability is undesirable, is easy
There is security risk.
Therefore, how a kind of clay brick facade mode securely is provided, realizes that clay brick facade is stablized, installation letter
It is single, it is easy for construction, reduce the support weight of lower layer, later period maintenance and easy to maintain improves decoration for vertical face effect, is current ability
Field technique personnel technical problem urgently to be resolved.
Summary of the invention
In view of this, the application's is designed to provide a kind of bridging piece and its construction technology for clay brick facade, with
Realize that clay brick facade is stable, installation is simple, easy for construction, later period maintenance and easy to maintain, raising decoration for vertical face effect.
In order to achieve the above object, the application provides the following technical solutions.
A kind of bridging piece for clay brick facade, including newly-increased reinforcing bar, built-in fitting and concrete formation block, the newly-increased steel
Muscle includes top rebars and bottom reinforcement bars, and the newly-increased reinforcing bar with former floor for fixing；
In the concrete formation block, the built-in fitting is arranged in the concrete formation block the newly-increased steel-bar arrangement
Top.
Preferably, the built-in fitting is anchor slab, and the anchor slab surface is equipped with galvanized anticorrosive layer, and the anchor slab is arranged described
The top of bridging piece.
Preferably, the anchor slab is equipped with dowel, the dowel and the top rebars by way of binding or spot welding
It is fixedly connected.
Preferably, the bridging piece further includes transverse steel, and the transverse steel is vertical with the newly-increased reinforcing bar, the transverse direction
Reinforcing bar is fixedly connected with the newly-increased reinforcing bar by tension rib.
Preferably, the transverse steel includes the first transverse steel and the second transverse steel, and first transverse steel is set
It sets in the lower section of the top rebars, the top of the bottom reinforcement bars is arranged in second transverse steel.
Preferably, the top rebars are fixedly connected by welding with the negative reinforcement in former floor, the bottom steel
Muscle is implanted into former floor by way of chemically-planted steel bar, is fixedly connected with former floor.
The construction technology of the above-mentioned bridging piece for clay brick facade, comprising the following steps:
101, original structure is surface-treated；
102, newly-increased reinforcing bar is installed, and increases transverse steel, is fixedly connected with newly-increased reinforcing bar, while built-in fitting is set；
103, installation template；
104, joints cement base grouting material；
105, maintenance and demoulding.
Preferably, step 101 Central Plains body structure surface processing is by former xoncrete structure removing surface, dabbing, dabbing
The method of Shi Caiyong artificial chisel groove breaks into pockmark or groove first with sharp, sharp chisel on concrete conglutination face, hole
It is not less than 5mm, 100~150mm of spacing with trench depth；Remained on surface sundries is removed with wire brush again, it finally will with hair dryer
Concrete surface dust is blown off.
Preferably, increasing reinforcing bar in the step 102 newly includes top rebars and baseplate reinforcing bar；
The construction method of the top rebars, comprising the following steps:
201, unwrapping wire positioning is detected with reinforcing bar；
202, concrete cover is dug, raw sheet reinforcing bar is exposed；
203, the old and new's reinforcement welding, bridging piece top rebars with the negative reinforcement in former floor by being welded and fixed, when welding, overlap joint
Length is not less than 10d (d is top rebars diameter)；
The construction method of the bottom reinforcement bars, comprising the following steps:
301, unwrapping wire positioning is detected with reinforcing bar；
302, drilling, borehole cleaning；
303, injecting glue, bar planting；
304, solidification is stood.
Preferably, built-in fitting is anchor slab in the step 102, and anchor slab uses galvanizing by dipping preservative treatment, on the anchor slab
Dowel be fixedly connected by way of binding or spot welding with bridging piece reinforcing bar.
Present invention advantageous effects obtained:
1) present invention solves the defect in the presence of the prior art, and present invention reduces lowest level support decorating walls
Decorating wall is closely connect by weight with the main structure of former floor, and globality is stronger, good seismic performance, and it is de- to reduce earthenware brick
The risk fallen, it is highly-safe；
2) multiplicity for being conducive to abundant decoration for vertical face in any position in raw sheet building can be set in bridging piece structure of the present invention
Property, angle, construction effect are abundant；Meanwhile decorating wall directly being built on every layer of bridging piece, every layer of bridging piece support decorating wall
Weight, be conducive to improve clay brick facade safety；
3) bridging piece construction technology process is simple in the present invention, and it is convenient to operate, and first passes through newly-increased reinforcing bar and fixes with former floor, will
Bridging piece is closely connect with the main structure of former floor, then by formwork structure, pours out the bridging piece of specific structure, bridging piece structure is more
Sample, applicability are high.
Above description is only the general introduction of technical scheme, in order to better understand the technological means of the application,
So as to be implemented in accordance with the contents of the specification, and in order to allow the above and other objects, features and advantages energy of the application
It is enough clearer and more comprehensible, with the preferred embodiment of the application and cooperates attached drawing below detailed description is as follows.
According to the accompanying drawings to the detailed description of the application specific embodiment, those skilled in the art will be brighter
The above-mentioned and other purposes of the application, advantages and features.
Detailed description of the invention
In order to illustrate the technical solutions in the embodiments of the present application or in the prior art more clearly, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is the application
Some embodiments for those of ordinary skill in the art without creative efforts, can also basis
These attached drawings obtain other attached drawings.In all the appended drawings, similar element or part are generally identified by similar appended drawing reference.
In attached drawing, each element or part might not be drawn according to actual ratio.
Fig. 1 is a kind of planar structure schematic diagram of the bridging piece for clay brick facade of the present invention；
Fig. 2 is the cross-sectional view in the direction B-B in attached drawing 1；
Fig. 3 is the flow chart of bridging piece construction technology in the present invention.
In the figures above: 1, increasing reinforcing bar newly；101, top rebars；102, bottom reinforcement bars；2, built-in fitting；3, lateral steel
Muscle；301, the first transverse steel；302, the second transverse steel；4, tension rib；5, concrete formation block；6, negative reinforcement；7, former floor.
Specific embodiment
To keep the purposes, technical schemes and advantages of the embodiment of the present application clearer, below in conjunction with the embodiment of the present application
In attached drawing, the technical scheme in the embodiment of the application is clearly and completely described, it is clear that described embodiment is
Some embodiments of the present application, instead of all the embodiments.In the following description, such as specific configuration and component are provided
Specific detail just for the sake of help comprehensive understanding embodiments herein.It therefore, it will be apparent to those skilled in the art that can
To make various changes and modifications the embodiments described herein without departing from the scope and spirit of the present application.In addition, in order to clear
The description to known function and construction is omitted with succinctly in Chu in embodiment.
In addition, the application can in different examples repeat reference numerals and/or letter.This repetition be in order to simplify and
Clear purpose itself does not indicate that the relationship between discussed various embodiments and/or setting.
The terms "at least one", only a kind of incidence relation for describing affiliated partner, indicates may exist three
Kind relationship, for example, at least one of A and B, can indicate: individualism A exists simultaneously A and B, these three feelings of individualism B
Condition.
It should also be noted that, herein, relational terms such as first and second and the like are used merely to one
Entity or operation are distinguished with another entity or operation, without necessarily requiring or implying between these entities or operation
There are any actual relationship or orders.Moreover, the terms "include", "comprise" or its any other variant are intended to contain
Lid non-exclusive inclusion.
Embodiment 1
As shown in Fig. 1, a kind of bridging piece for clay brick facade, the bridging piece are boss structure, including newly-increased reinforcing bar
1, built-in fitting 2 and concrete formation block 5.
The newly-increased reinforcing bar 1 is arranged in the concrete formation block 5, and the newly-increased reinforcing bar 1 is perpendicular to former floor 7, institute
Newly-increased reinforcing bar 1 is stated for being fixed together with the negative reinforcement 6 in former floor 7.
As shown in Fig. 2, the newly-increased reinforcing bar 1 includes top rebars 101 and bottom reinforcement bars 102.
The top rebars 101 are located at the top of bridging piece, and fixation connects by welding with the negative reinforcement 6 in former floor 7
It connects, when welding, the lap of splice is not less than 10d (d is 101 diameter of top rebars).
The bottom reinforcement bars 102 are located at the lower section of bridging piece, by the way of chemically-planted steel bar, former floor 7 are implanted into, with former floor
7 are fixedly connected.
It should be noted that the negative reinforcement 6 in the original floor 7 and former floor 7 is the prior art, belong to of the invention answer
With part, and the technical solution of non-present invention protection, therefore details are not described herein.
Preferably, the top rebars 101 and bottom reinforcement bars 102 are provided with crotch in one end far from former floor 7, and
The crotch of the top rebars 101 and bottom reinforcement bars 102 overlap joint is fixed together.
Preferably, middle part reinforcing bar, the middle part reinforcing bar are additionally provided between the top rebars 101 and bottom reinforcement bars 102
Quantity be at least 2, the middle part reinforcing bar is fixed on the former floor 7 by way of welding or bar planting.
The built-in fitting 2 is arranged above the concrete formation block 5, and the built-in fitting 2 is anchor slab, the anchor slab surface
Equipped with galvanized anticorrosive layer.
The anchor slab is equipped with dowel, and the dowel is connect with the top rebars 101 by binding and fixing.
Replaceable, the dowel is fixedly connected by way of spot welding with the top rebars 101.
Preferably, the bridging piece further includes transverse steel 3, and the transverse steel 3 is vertical with the newly-increased reinforcing bar 1, and with
Former 7 face of floor is parallel.
Referring to attached drawing 2, the transverse steel 3 include the first transverse steel 301 and the second transverse steel 302, described first
The lower section of the top rebars 101 is arranged in transverse steel 301, and second transverse steel 302 is arranged in the bottom reinforcement bars
102 top.
Referring to attached drawing 1, first transverse steel 301, the second transverse steel 302 pass through tension rib 4 and the top steel
Muscle 101, bottom reinforcement bars 102 are fixed together.
Embodiment 2
Based on the above embodiment 1, a kind of construction technology of the bridging piece for clay brick facade, as shown in Fig. 3, including with
Lower step:
101, original structure is surface-treated.
Original structure surface treatment is by former xoncrete structure removing surface, dabbing, using the side of artificial chisel groove when dabbing
Method breaks into pockmark or groove first with sharp, sharp chisel on concrete conglutination face, and hole and trench depth are not less than 5mm,
100~150mm of spacing；Remained on surface sundries is removed with wire brush again, is finally blown off concrete surface dust with hair dryer.
102, newly-increased reinforcing bar 1 is installed, and increases transverse steel 3, is fixedly connected with newly-increased reinforcing bar 1, while built-in fitting is set
2。
The newly-increased reinforcing bar 1 includes top rebars 101 and bottom reinforcement bars 102；
When bridging piece proximity structure column, the top rebars 101 at structural column position are fixed on former floor using bar planting mode
7, the top rebars 101 of remaining position are fixed on former floor 7 by the way of welding with negative reinforcement 6 in former floor 7.
The construction method of the top rebars 101, comprising the following steps:
201, unwrapping wire positioning is detected with reinforcing bar；
202, concrete cover is dug, raw sheet reinforcing bar is exposed；
203, the old and new's reinforcement welding, bridging piece top rebars 101 are with the negative reinforcement 6 in former floor 7 by being welded and fixed；
When welding, the lap of splice is not less than 10d (d is 101 diameter of top rebars)；When being unable to satisfy welded lap length
When, downward bending reinforcing bar can be used, lower end vertical reinforcement should be implanted into raw sheet.
The bottom reinforcement bars 102 are fixed on former floor 7 by the way of bar planting.
The construction method of the bottom reinforcement bars 102, comprising the following steps:
301, unwrapping wire positioning is detected with reinforcing bar；
302, drilling, borehole cleaning；
303, injecting glue, bar planting；Wherein, bar planting depth is 150~300mm；
304, solidification is stood.
Wherein, the built-in fitting 2 uses Q235B anchor slab, and anchor slab should use galvanizing by dipping preservative treatment, on the anchor slab
Dowel is fixedly connected by way of binding or spot welding with bridging piece reinforcing bar.
103, installation template.
Template uses any surface finish, the template that hardness is good, the number of turnover is higher, grouting material Forming Quality is good；With reliable
Rigidity, bearing capacity and stability.
104, joints cement base grouting material.
The strength cement-based grouting material is mixed and stirred using forced mixer tool, and 2/3 water is first added in when stirring, to mix dough
After block is fully open, remaining water is added, after water is all added, mixing time is no less than 5 minutes, until mix is uniform.
Grouting material mixes and stirs in blender to be finished time of the plate that pours into the mold and is preferably no more than 30 minutes.
Guarantee old concrete bond strength with higher when pouring, is filled using original structure concrete grade cement base is higher than
Slurry pours；Before casting, sprinkle water concrete foundation surface to keep moisture state, but surface there must not be ponding；It is answered before grouting
All rubbles, dust and other sundries are removed, and soaks substrate concrete surface.
When joints cement base grouting material, is poured and smash using vibrating head, simultaneously, it should be noted that protection built-in fitting 2, and in built-in fitting 2
Vibrating time should be appropriately extended in side, and the grouting material on 2 periphery of built-in fitting has to pour dense, and avoid generating spillage and hollowing is existing
As influencing the quality of built-in fitting 2.
In casting process, the mobility of slurry should be kept, forbids to be layered, appropriate percussion can be done outside template when necessary.
105, maintenance and demoulding.
Striking time should meet existing national standards " concrete structure engineering construction quality accident specification " GB 50204 and want
It asks, grouting material intensity reaches design requirement and after supervisor's approval is declared by unit in charge of construction, can form removal support；Side
Mould can be removed after grouting material intensity can guarantee that its surface and corner angle are not damaged because of form removal；Bed die, Ying Tong
The grouting material intensity of one position cured under same condition can remove when reaching requirement.
The foregoing is only a preferred embodiment of the present invention, is not intended to limit protection scope of the present invention, right
For those skilled in the art, the invention may be variously modified and varied.All within the spirits and principles of the present invention,
By conventional substitution or it can be realized identical function without departing from the principles and spirit of the present invention to these
Embodiment is changed, modifies, replacing, integrating and parameter modification is fallen within the protection scope of the present invention.
Claims (10)
1. a kind of bridging piece for clay brick facade, which is characterized in that including newly-increased reinforcing bar (1), built-in fitting (2) and concrete at
Type block (5), the newly-increased reinforcing bar (1) include top rebars (101) and bottom reinforcement bars (102), the newly-increased reinforcing bar (1) be used for
Former floor (7) is fixed；
In the concrete formation block (5), the built-in fitting (2) is arranged in the concrete for newly-increased reinforcing bar (1) setting
Above forming blocks (5).
2. the bridging piece according to claim 1 for clay brick facade, which is characterized in that the built-in fitting (2) is anchor slab,
The anchor slab surface is equipped with galvanized anticorrosive layer, and the top of the bridging piece is arranged in the anchor slab.
3. the bridging piece according to claim 2 for clay brick facade, which is characterized in that the anchor slab is equipped with dowel,
The dowel is fixedly connected by way of binding or spot welding with the top rebars (101).
4. the bridging piece according to claim 1-3 for clay brick facade, which is characterized in that the bridging piece also wraps
It includes transverse steel (3), the transverse steel (3) is vertical with newly-increased reinforcing bar (1), and the transverse steel (3) increases newly with described
Reinforcing bar (1) is fixedly connected by tension rib (4).
5. the bridging piece according to claim 4 for clay brick facade, which is characterized in that the transverse steel (3) includes
First transverse steel (301) and the second transverse steel (302), first transverse steel (301) are arranged in the top rebars
(101) lower section, top of the second transverse steel (302) setting in the bottom reinforcement bars (102).
6. the bridging piece according to claim 1-3 for clay brick facade, which is characterized in that the top rebars
(101) it is fixedly connected by welding with the negative reinforcement (6) in former floor (7), the bottom reinforcement bars (102) are planted by chemistry
The mode of muscle is implanted into former floor (7), is fixedly connected with former floor (7).
7. the construction technology described in -6 any one for the bridging piece of clay brick facade according to claim 1, which is characterized in that including
Following steps:
101, original structure is surface-treated；
102, it installs newly-increased reinforcing bar (1), and increases transverse steel (3), be fixedly connected with newly-increased reinforcing bar (1), while being arranged pre-buried
Part (2)；
103, installation template；
104, joints cement base grouting material；
105, maintenance and demoulding.
8. the construction technology for the bridging piece of clay brick facade according to claim 7, which is characterized in that the step 101
The processing of Central Plains body structure surface be by former xoncrete structure removing surface, dabbing, using the method for artificial chisel groove when dabbing, first benefit
Pockmark or groove are broken on concrete conglutination face with sharp, sharp chisel, hole and trench depth are not less than 5mm, spacing 100
~150mm；Remained on surface sundries is removed with wire brush again, is finally blown off concrete surface dust with hair dryer.
9. the construction technology for the bridging piece of clay brick facade according to claim 7, which is characterized in that the step 102
In increase newly reinforcing bar (1) include top rebars (101) and baseplate reinforcing bar；
The construction method of the top rebars (101), comprising the following steps:
201, unwrapping wire positioning is detected with reinforcing bar；
202, concrete cover is dug, raw sheet reinforcing bar is exposed；
203, the old and new's reinforcement welding, bridging piece top rebars (101) by being welded and fixed, are welded with the negative reinforcement (6) in former floor (7)
When, the lap of splice is not less than 10d (d is top rebars (101) diameter)；
The construction method of the bottom reinforcement bars (102), comprising the following steps:
301, unwrapping wire positioning is detected with reinforcing bar；
302, drilling, borehole cleaning；
303, injecting glue, bar planting；
304, solidification is stood.
10. the construction technology for the bridging piece of clay brick facade according to claim 7, which is characterized in that the step 102
Middle built-in fitting (2) is anchor slab, and anchor slab uses galvanizing by dipping preservative treatment, the side that the dowel on the anchor slab passes through binding or spot welding
Formula is fixedly connected with bridging piece reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910834952.6A CN110512778A (en) | 2019-09-05 | 2019-09-05 | A kind of bridging piece and its construction technology for clay brick facade |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910834952.6A CN110512778A (en) | 2019-09-05 | 2019-09-05 | A kind of bridging piece and its construction technology for clay brick facade |
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| CN110512778A true CN110512778A (en) | 2019-11-29 |
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| CN201910834952.6A Pending CN110512778A (en) | 2019-09-05 | 2019-09-05 | A kind of bridging piece and its construction technology for clay brick facade |
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| CN102094470A (en) * | 2010-12-31 | 2011-06-15 | 北京中关村开发建设股份有限公司 | Composite exterior wall decorated with energy-saving blocks and construction method thereof |
| EP2055845A3 (en) * | 2007-11-02 | 2012-06-06 | Debrunner Koenig Management AG | Cantilever plate connecting element |
| CN102677908A (en) * | 2012-05-29 | 2012-09-19 | 北京城建建设工程有限公司 | Construction method of outer wall splitting decoration bricks of filling wall |
| CN105821956A (en) * | 2016-04-12 | 2016-08-03 | 河南骏飞建设工程有限公司 | Construction method for special-shape eave of concrete building |
| CN109162451A (en) * | 2018-11-07 | 2019-01-08 | 山西建筑工程集团有限公司 | A kind of template positioning tool for steel poured and method of cornicing for exterior wall concrete |
| CN208748685U (en) * | 2018-09-05 | 2019-04-16 | 四川电力设计咨询有限责任公司 | High semi-filling and semi-excavating section integration pavement structure |
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2019
- 2019-09-05 CN CN201910834952.6A patent/CN110512778A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2055845A3 (en) * | 2007-11-02 | 2012-06-06 | Debrunner Koenig Management AG | Cantilever plate connecting element |
| CN102094470A (en) * | 2010-12-31 | 2011-06-15 | 北京中关村开发建设股份有限公司 | Composite exterior wall decorated with energy-saving blocks and construction method thereof |
| CN102677908A (en) * | 2012-05-29 | 2012-09-19 | 北京城建建设工程有限公司 | Construction method of outer wall splitting decoration bricks of filling wall |
| CN105821956A (en) * | 2016-04-12 | 2016-08-03 | 河南骏飞建设工程有限公司 | Construction method for special-shape eave of concrete building |
| CN208748685U (en) * | 2018-09-05 | 2019-04-16 | 四川电力设计咨询有限责任公司 | High semi-filling and semi-excavating section integration pavement structure |
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Application publication date: 20191129 |