CN106592810A - Construction method of wrapping fair brick masonry for concrete structure of historic building - Google Patents
Construction method of wrapping fair brick masonry for concrete structure of historic building Download PDFInfo
- Publication number
- CN106592810A CN106592810A CN201611124455.XA CN201611124455A CN106592810A CN 106592810 A CN106592810 A CN 106592810A CN 201611124455 A CN201611124455 A CN 201611124455A CN 106592810 A CN106592810 A CN 106592810A
- Authority
- CN
- China
- Prior art keywords
- clear water
- water masonry
- masonry
- bricks
- blue bricks
- 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.)
- Granted
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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Retaining Walls (AREA)
Abstract
The invention discloses a construction method of wrapping fair brick masonry for a concrete structure of a historic building. The method comprises following steps: step 1, deepening design of joints, wherein joints composed of the fair brick masonry and a concrete framework structure comprise framework columns, framework beams, door and window opening beams, structure columns, wall surface ornaments and special-shaped windows; step 2, cutting of black bricks and pre-burying of lacing and anchoring steel bars; step 3, construction of the fair brick masonry with joints wrapped for the concrete framework structure; step 4, pointing: pointing from the top to the bottom after the wrapped fair brick masonry of the concrete framework structure is finished after the bricklaying of the wrapped fair brick masonry of the concrete framework structure is finished, wherein the pointing form is flush joint at the depth of 6mm. The construction method of wrapping the fair brick masonry for the concrete structure of the historic building has the following beneficial effects: the construction method is simple in step, reasonable in design, easy and convenient in construction and good in application effect; the fair brick masonry is wrapped by utilizing black bricks processed after deepening design of all joints according to the concrete framework structure such that the wall surface of the historic building looks more exquisite.
Description
Technical field
The invention belongs to building masonry structure field of engineering technology, and in particular to a kind of ancient building xoncrete structure outsourcing is clear
Water masonry construction method.
Background technology
The clear water masonry face of Chinese ancient architecture is substantially built by laying bricks or stones by building stones or blue bricks and is formed, and does not have building structure on its surface
Material exposes.Modern ancient building primary structural material adopts armored concrete, includes using main portions：Building frame construction,
The positions such as exterior wall collar tie beam, door-window opening beam, the vertical moulding of exterior wall level, outer wall column.In order to restore outside ancient building masonry
See effect, it is necessary to using building stones or blue bricks, above-mentioned visual concrete construction is carried out it is hidden, while material therefor and way will also
Meet current designs and construction inspection rules requirement.
Usually said clear water masonry traditional method, is primarily referred to as the construction party of clear water masonry 50～eighties of last century
Method.When building by laying bricks or stones, mainly masonry is carried out using cement mortar, lime mortar and clear water building block and build and use jointing by laying bricks or stones, its is main
There is following defect：
1st, wall body structure：The body of wall gray seam thickness of modern architecture masonry structure is usually 8mm～12mm, and using magma letter
Single jointing；And the seam width that ancient architecture masonry close joint is built by laying bricks or stones in way is only 2mm～3mm, and cracked and jointing way using fine,
So that the way gap of two kinds of bodies of wall is larger.To solve this contradiction, it is necessary to using wall body structure treatment measures be improved with it is complete
It is kind.
2nd, wall body node：In concrete frame structure blue bricks surface building frame construction, exterior wall collar tie beam, lintel,
The positions such as the vertical moulding of exterior wall level, outer wall column are processed without process or using cement mortar rendering substantially, this simple and crude
Processing mode can not at all meet the requirement of ancient building masonry appearance, it is necessary to take construction measure to enter as body of wall special joint
Row is processed.
3rd, wall decoration：Stickup is carried out during ancient building block wall decoration construction with cement mortar to build by laying bricks or stones, between body of wall
Without construction measure, resistance to overturning is poor.
4th, building materials：Most building materials are made using craft or light instrument on market, cause material
Size disunity, surface impression quality is poor, when handling, transport and site operation, the matter such as losing fangle, surface contamination easily occurs
Amount defect, thus causes finished product surface of wall impression quality to reach traditional ancient building clear water masonry face appearance.Therefore,
It is not fine enough compared with traditional ancient architecture wall surface perception effect.
The content of the invention
It is an object of the invention to overcome above-mentioned technical disadvantages, there is provided a kind of ancient building xoncrete structure outsourcing clear water masonry
Construction method, the method had both met ancient building masonry close joint and had built appearance by laying bricks or stones, also carried out masonry with concrete frame structure
Drawknot simultaneously meets shockproof requirements, while other correlations of relevant masonry structure and filling masonry in existing national regulation can also be met
Performance requirement.
To solve above-mentioned technical problem, the technical solution used in the present invention is：A kind of ancient building xoncrete structure outsourcing is clear
Water masonry construction method, it is characterised in that the method is comprised the following steps：
The Deepen Design of step one, node：Actual size, structural working drawing according to concrete on construction site frame structure
And architectural working drawing, design the construction and the clear water masonry and concrete frame knot of concrete frame structure outsourcing clear water masonry
The drawknot anchoring structure of the node that structure is constituted；
The clear water masonry includes frame column, Vierendeel girder, door-window opening beam, structure with the node that concrete frame structure is constituted
Post, metope carve and shaped window are made, the door-window opening beam is collar tie beam or lintel, and it is tile carving or embossment that the metope is overwrought；
Step 2, the cutting of blue bricks and drawknot anchor bar it is pre-buried：According to the design result of step one, each node is processed
Required various sizes of blue bricks；
Step 3, concrete frame structure configuration node outsourcing clear water masonry construction：From the concrete frame structure
Carry out building by laying bricks or stones for clear water masonry at the absolute altitude of bottom surface upwards successively, in the building process of clear water masonry, clear water masonry and concrete
It is as follows that the bag of the node that frame structure is constituted builds work progress：
Clear water masonry bag builds the work progress of framework Column border node：According to the design result of step one, pre-buried drawknot anchoring
Reinforcing bar, the drawknot anchor bar is pressure joist；The blue bricks that step 2 is cut is built by row's hot line and the facing bond of one fourth of marked rod one
The crust of parcel frame column；
Clear water masonry bag builds the work progress of framework girder connection：According to the design result of step one, pre-buried drawknot anchoring
Reinforcing bar, the drawknot anchor bar is pressure joist；A circle reinforced concrete band is chosen outside Vierendeel girder crust；The armored concrete
Built with the blue bricks bag that step 2 is cut with periphery, the Vierendeel girder remainder is built by row's hot line and the fourth one of marked rod one along bag；
Clear water masonry bag builds the work progress of door-window opening girder connection：The clear water masonry is built by laying bricks or stones to door-window opening beam bottom
After the absolute altitude in portion, the door-window opening beam steel of the door-window opening beam is installed in colligation, and the blue bricks that step 2 is cut is by row's hot line
The door-window opening beam periphery is built to the top of the door-window opening beam, microlith coagulation is used after 24h with the facing bond of one fourth of marked rod one
Soil pours door and window hole lintel, and employing is manually vibrated；
Clear water masonry bag builds the work progress of construction Column border node：The constructional column reinforcing bar of the constructional column is installed in colligation, will
The blue bricks of step 2 cutting is built the periphery of the constructional column reinforcing bar by row's hot line and the facing bond of one fourth of marked rod one, often builds 250mm by laying bricks or stones
Height pours a pea gravel concreten, and artificial vibration compacting, until constructional column bag is finished building into；
Metope carve node work progress be：When clear water masonry is built by laying bricks or stones to metope overwrought bottom absolute altitude, carved according to metope
The thickness of decorations builds the overwrought back body of wall of metope by laying bricks or stones, and dark beam is provided with the back body of wall, pre-buried metope carving in the dark beam
The tension member of decorations；
Clear water masonry bag builds the work progress of shaped window node：The clear water masonry is built by laying bricks or stones to the special-shaped window opening bottom and is marked
Gao Hou, installs the shaped window cranse；Surrounding's body of wall of shaped window cranse is built by laying bricks or stones with three methods that skins one are leaned on and five skins one hang；
Step 4, jointing：After the completion of concrete frame structure outsourcing clear water masonry is built by laying bricks or stones, jointing, institute are unified from top to bottom
It is flush joint to state jointing form, and the depth of the jointing is 6mm.
A kind of above-mentioned ancient building xoncrete structure outsourcing clear water masonry construction method, is characterized in that：To coagulation in step one
The arrangement when tectonic sieving of native frame structure outsourcing clear water masonry includes being designed the size of blue bricks and building by laying bricks or stones to blue bricks
It is designed, specifically includes following steps：
Step 101, the actual size according to concrete on construction site frame structure, structural working drawing and architectural working drawing,
To needing pre-buried drawknot anchor bar position to position using measurer and instrument；
Step 102, the size for determining blue bricks and arrangement mode when building by laying bricks or stones；
Step 103, levelling positioning, comprise the following steps：
The benchmark mortar joint of step 1031, the unification concrete frame structure, the exterior wall of the concrete frame structure is equal
For horizontal straight joint；
Step 1032, full sized brick THICKNESS CALCULATION clear water masonry skin number is pressed according to floor height, the blue bricks skin number is adjusted to into integer；
Step 1033, by the blue bricks metope and ORIENTED DOOR AND WINDOW DESIGN size for having sequenced, adjust the blue bricks arrangement of the door window side, institute
Blue bricks is stated for full sized brick；
Step 104, row's brick put down bottom, comprise the following steps：
Step 1041, the length for calculating every section of clear water masonry along full sized brick by a fourth one are long by the calculating of every section of clear water masonry
Degree is adjusted to identical with design length；
Step 1042, the blue bricks of the top of a wall inner corner trim for adjusting the clear water masonry gable are full sized brick.
A kind of above-mentioned ancient building xoncrete structure outsourcing clear water masonry construction method, is characterized in that：By institute in step 1032
The skin number for stating blue bricks is adjusted to integer, and its adjustment mode is：The leveling mortar thickness of the clear water masonry bottom is adjusted first, such as
When really skin number is still unsatisfactory for integer by way of adjustment leveling mortar thickness, by the thickness for adjusting horizontal mortar joint, each institute
State the adjustment amount≤1mm of horizontal mortar joint；
The blue bricks arrangement of the door window side is adjusted in step 1033, the blue bricks is full sized brick, and its adjustment mode is：Fine setting institute
The plan-position of door-window opening and the width and height of the door-window opening are stated, the absolute altitude after adjustment at the top of the door and window is constant；
The computational length that every section of clear water masonry is adjusted in step 1041 is identical with design length, and adjustment mode is：Adjust first
The vertical mortar joint of the whole clear water masonry, if being still unsatisfactory for clear water masonry computational length with design length by the vertical mortar joint of adjustment
When spending identical, the brick of the blue bricks by arranging along length direction in the adjustment clear water masonry is long, and the brick length per blue bricks described in block subtracts
On a small quantity≤5mm, and symmetrically adjust during blue bricks is livable；
The blue bricks that the inner corner trim of the gable the top of a wall of the clear water masonry is adjusted in step 1042 is full sized brick, and adjustment mode is：It is first
The mortar joint of the clear water masonry is first adjusted, if by adjusting the green grass or young crops that the mortar joint of clear water masonry is still unsatisfactory for the inner corner trim of the gable the top of a wall
Brick is full sized brick, should adjust the top of a wall length of the gable, and readjusts gable row's brick according to step 1041.
A kind of above-mentioned ancient building xoncrete structure outsourcing clear water masonry construction method, is characterized in that：Institute is laid in being adjacent to
When the blue bricks for stating upper and lower two skin of pressure joist is cut, the V-arrangement matched with the pressure joist size is opened up on the blue bricks
Groove, the size of the V-shaped groove and the match specifications of the pressure joist, are entered to various special shaped bricks and seven separately using cutting machine
Row clip.
A kind of above-mentioned ancient building xoncrete structure outsourcing clear water masonry construction method, is characterized in that：The clear water masonry is built
Build to away from it is described pressure joist one skin brick of absolute altitude when, using offer V-shaped groove blue bricks and the notch court of the blue bricks of V-shaped groove will be opened up
On, the length direction along the pressure joist is built by laying bricks or stones；After the pressure joist is pre-buried, adopts the blue bricks for offering V-shaped groove and will open
If the notch of the blue bricks of V-shaped groove is down, the length direction along the pressure joist is built by laying bricks or stones.
A kind of above-mentioned ancient building xoncrete structure outsourcing clear water masonry construction method, is characterized in that：Clear water masonry bag builds frame
In the work progress of trestle node, built according to the suitable mode of row's hot line and the fourth one of marked rod one according to the blue bricks of step 2 cutting
The crust for wrapping up the frame column is built, the clear water masonry and framework Column border node are anchored by pre-buried pressure joist, described
Pressure joist inserts one end of the clear water masonry and is arranged to bend anchoring section, and the bending anchoring section is laid in the V of the blue bricks
In shape groove.
A kind of above-mentioned ancient building xoncrete structure outsourcing clear water masonry construction method, is characterized in that：Clear water masonry bag builds frame
Set a roof beam in place in node construction, one layer of Vierendeel girder of the frame structure is disposed in the outdoor under absolute altitude -0.070m, the bottom of the clear water masonry
Portion's absolute altitude exposes the low skin of absolute altitude than one layer of Vierendeel girder；According to the blue bricks of step 2 cutting according to row's hot line and marked rod
The suitable mode of one fourth one builds the crust for wrapping up the Vierendeel girder by laying bricks or stones, and the clear water masonry and framework girder connection are by pre-buried pressure wall
Muscle is anchored, and one end that the pressure joist inserts the clear water masonry is arranged to bend anchoring section, the bending anchoring section cloth
It is located in the V-shaped groove of the blue bricks.
A kind of above-mentioned ancient building xoncrete structure outsourcing clear water masonry construction method, is characterized in that：Clear water masonry bag builds door
In the construction of window hole girder connection, when the deck-molding of the door-window opening beam is more than 200mm, formwork reinforcement institute is used before casting concrete
State the door-window opening beam steel of colligation installation.
A kind of above-mentioned ancient building xoncrete structure outsourcing clear water masonry construction method, is characterized in that：Metope carve node
In construction, the groove laid for tension member is offered in the metope carve, the groove is opened along the overwrought short transverse of the metope
If the position relative with the groove is provided with dark beam during the back building wall, and the back body of wall is clear water masonry, described
Tension member is T-shaped tension rib, and one end of the T-shaped tension rib is arranged in the groove, and the other end of the T-shaped tension rib is laid
In the dark beam.
A kind of above-mentioned ancient building xoncrete structure outsourcing clear water masonry construction method, is characterized in that：The shaped window cranse
Filled up with mortar between surrounding and the blue bricks.
The present invention has compared with prior art advantages below：
1st, method and step is simple, reasonable in design and easy construction, and input construction cost is relatively low.
2nd, efficiency of construction is high and speed of application is fast.
3rd, after the completion of concrete frame structure outsourcing blue bricks is built by laying bricks or stones, jointing is unified from top to bottom, the form of jointing is flush joint
And the depth of jointing is 6mm, easy construction is cost-effective and can make that body of wall is more attractive in appearance, solid.
4th, to the frame column in concrete frame structure, Vierendeel girder, door-window opening beam, constructional column, wall decoration and abnormal shape
The bag of each node of window is built and has made corresponding Deepen Design one by one, meets the requirement of ancient building masonry appearance.
5th, wall decoration：When wall decoration is constructed, tension member is provided between back body of wall, increased wall decoration
Resistance to overturning and durability.
6th, clear water masonry carries out bag block using according to the blue bricks processed after each node Deepen Design of concrete frame structure, and
Cutting is processed using specific rattler, dimensional standard, surface impression quality is high, makes ancient architecture wall surface perception effect
It is finer.
In sum, the inventive method step is simple, reasonable in design and easy construction using effect is good, reduces work strong
Degree, shorten the construction period its have more operability, preferably improve security, the durability of building, clear water masonry adopts root
Bag block is carried out according to the blue bricks processed after each node Deepen Design of concrete frame structure, ancient architecture wall surface perception effect is made more
Plus it is fine.
Below by drawings and Examples, technical scheme is described in further detail.
Description of the drawings
Fig. 1 is the construction method FB(flow block) of the present invention.
Fig. 2 is the structural representation of clear water masonry of the present invention.
Fig. 2-1 is the A-A profiles of Fig. 2.
Fig. 2-2 is enlarged drawing at the A of Fig. 2-1.
Fig. 3-1 is the structural representation that the bag of clear water masonry of the present invention half builds external corner part framework Column border node.
Fig. 3-2 is the B-B profiles of Fig. 3-1.
Fig. 3-3 is that clear water masonry of the present invention wraps the structural representation for building external corner part framework Column border node entirely.
Fig. 3-4 is the structural representation that the bag of clear water masonry of the present invention half builds gable the top of a wall framework Column border node.
Fig. 3-5 is that clear water masonry of the present invention wraps the structural representation for building gable the top of a wall framework Column border node entirely.
Fig. 3-6 is the structural representation that the bag of clear water masonry of the present invention half builds middle part framework Column border node.
Fig. 3-7 is that clear water masonry of the present invention wraps the structural representation for building middle part framework Column border node entirely.
Fig. 4-1 is the structural representation that clear water masonry bag of the present invention builds one layer of framework girder connection.
Fig. 4-2 is the structural representation that clear water masonry bag of the present invention builds two layers of framework girder connection.
Fig. 5-1 is the structural representation that clear water masonry bag of the present invention builds door opening girder connection.
Fig. 5-2 is the C-C sectional views of Fig. 5-1.
Fig. 5-3 is the structural representation that clear water masonry bag of the present invention builds window hole girder connection.
Fig. 5-4 is the D-D sectional views of Fig. 5-3.
Fig. 6 is the E-E sectional views of Fig. 2.
Fig. 7 is the structural representation of metope carve node of the present invention.
Fig. 8 is the structural representation that clear water masonry bag of the present invention builds shaped window node.
Description of reference numerals:
1-blue bricks；2-pressure joist；3-frame column；
4-Vierendeel girder；5-grade；6-pea gravel concreten；
7-door-window opening beam；8-door-window opening beam steel；9-door opening；
10-window hole；11-constructional column reinforcing bar；12-constructional column；
13-tension member；14-wall decoration；15-dark beam；
16-shaped window cranse.
Specific embodiment
A kind of ancient building xoncrete structure outsourcing clear water masonry construction method as shown in Fig. 1～Fig. 8, the method include with
Lower step：
The Deepen Design of step one, node：Actual size, structural working drawing according to concrete on construction site frame structure
And architectural working drawing, design the construction and the clear water masonry and concrete frame knot of concrete frame structure outsourcing clear water masonry
The drawknot anchoring structure of the node that structure is constituted；
The clear water masonry includes frame column 3, Vierendeel girder 4, door-window opening beam with the node that concrete frame structure is constituted
7th, constructional column 3, metope overwrought 14 and shaped window, the door-window opening Liangmen window hole beam 7 is collar tie beam or lintel, and the metope is carved
Decorations 14 are tile carving or embossment；
Step 2, the cutting of blue bricks and drawknot anchor bar it is pre-buried：According to the design result of step one, each node is processed
Required various sizes of blue bricks；
Step 3, concrete frame structure node outsourcing clear water masonry construction：From the bottom surface of the concrete frame structure
Carry out building by laying bricks or stones for clear water masonry at absolute altitude upwards successively, in the building process of clear water masonry, clear water masonry and concrete frame
It is as follows that the bag of the node that structure is constituted builds work progress：
As shown in Fig. 3-1～Fig. 3-7, clear water masonry bag builds the work progress of framework Column border node and is：Setting according to step one
Meter result, pre-buried drawknot anchor bar, the drawknot anchor bar is pressure joist 2；The blue bricks 1 that step 2 is cut is by row's hot line
The parcel crust of frame column 3 is built with the facing bond of one fourth of marked rod one；
As shown in Fig. 4-1, Fig. 4-2, clear water masonry bag builds the work progress of framework girder connection and is：According to the design of step one
As a result, pre-buried drawknot anchor bar, the drawknot anchor bar is pressure joist 2；A circle reinforced concrete is chosen outside the crust of Vierendeel girder 4
Soil zone；The bag of blue bricks 1 that the reinforced concrete band periphery step 2 is cut is built, and the remainder of the Vierendeel girder 4 is by row's hot line
Build along bag with the fourth one of marked rod one；
As shown in Fig. 5-1, Fig. 5-2, Fig. 5-3, Fig. 5-4, clear water masonry bag builds the work progress of door-window opening girder connection and is：
The clear water masonry is built by laying bricks or stones to the absolute altitude of the bottom of door-window opening beam 7, and the door-window opening beam of the door-window opening beam 7 is installed in colligation
Reinforcing bar 8, the blue bricks that step 2 is cut builds the periphery of door-window opening beam 7 to described by row's hot line and the facing bond of one fourth of marked rod one
The top of door-window opening beam 7, door and window hole lintel is poured after 24h with pea gravel concreten, and using manually vibrating, it is excellent when vibrating
Vibrating for reinforcing rod for choosing, forbids machinery to vibrate；
As shown in fig. 6, the work progress that clear water masonry bag builds construction Column border node is：The structure of the constructional column 12 is installed in colligation
Post reinforcing bar 11 is made, the blue bricks 1 that step 2 is cut builds the constructional column reinforcing bar 11 by row's hot line and the facing bond of one fourth of marked rod one
Periphery, often builds 250mm height by laying bricks or stones and pours a pea gravel concreten, and artificial vibration compacting, forbids machinery to vibrate, until constructional column 12
Bag is finished building into；
During practice of construction, constructional column 12 along blues brick wall described in the width ratio of wall thickness direction the little 80mm of thickness, along the blue bricks
Wall length direction is determined that the size of the blue bricks 1 is 240mm × 60mm × 53mm, 120mm × 60mm × 53mm by calculating is designed,
The blues brick wall often builds concrete of 250mm HTs by laying bricks or stones, and the concrete is pea gravel concreten, the pea gravel concreten
Slump≤80mm.
As shown in fig. 7, the work progress of metope carve node is：Clear water masonry is built by laying bricks or stones to the bottom absolute altitude of metope carve 14
When, the back body of wall of metope carve 14 is built by laying bricks or stones according to the thickness of metope carve 14, dark beam 15, institute are provided with the back body of wall
State the tension member 13 of pre-buried metope carve 14 in dark beam 15；
As shown in figure 8, the work progress that clear water masonry bag builds shaped window node is：The blue bricks is built by laying bricks or stones to the shaped window
After the absolute altitude of hole bottom, the shaped window cranse 16 is installed；Body of wall around shaped window is built by laying bricks or stones with three methods that skin one is leaned on and five skins one hang；
During practice of construction, after the completion of clear water masonry is built by laying bricks or stones around shaped window, with mortar by the seam of the periphery of shaped window cranse 16
Gap filling is real.
Step 4, jointing：After the completion of the outer clear water masonry of concrete frame structure is built by laying bricks or stones, jointing, the hook are unified from top to bottom
Slit formula is flush joint, and the depth of the jointing is 6mm；
During practice of construction, jointing using plus slurry jointing, with the lime mortar of M15, the denseness of the lime mortar be 4cm～
5cm, the sand sieved fine sand of sieve of the lime mortar, metope is clearly demarcated with mortar joint color, increases attractive in appearance；
During practice of construction, the jointing is horizontal joint and vertically stitches that the horizontal joint will smooth handing-over with vertically seam, neatly
Smooth, must not there is fluctuation in depth unification, a mao raft must not occur, and corner and turning also must be upright, angular,
Forbid to pollute metope during jointing.
In the present embodiment, the tectonic sieving of concrete frame structure outsourcing clear water masonry is included to blue bricks in step one
The arrangement of blue bricks when size is designed and builds by laying bricks or stones is designed, and specifically includes following steps：
Step 101, the actual size according to concrete on construction site frame structure, structural working drawing and architectural working drawing,
To needing pre-buried drawknot anchor bar position to position using measurer and instrument；Guarantee pre-buried position accurately, should be by construction
Structure reinforcing bars fixation, prevents displacement, pre-buried deviation to be more than 3mm；
Step 102, the size for determining blue bricks and arrangement mode when building by laying bricks or stones；During practice of construction, using rattler to blue bricks 1
Finished, two rattlers are a set of, and the thickness by blue bricks 1 is milled to 53mm, another thickness by blue bricks 1
It is milled to 40mm, it is ensured that the dimensions of blue bricks 1 is consistent, corner angle are straight, and the blue bricks 1 of milled is wrapped up in per five with cotton felt one, is pricked with rope
Get up, handle with care, a point heap is piled up, and carries out protection work of the blue bricks 1 before building by laying bricks or stones；
During practice of construction, the concrete size of the blue bricks is：The pressure joist 2 is located in the clear water masonry upper and lower
The V-shaped groove being used in combination with the pressure joist 2 is offered on two skin blue bricks 1；Clear water masonry bag is built in frame column node construction,
The size of the blue bricks 1 is 240mm × 60mm × 53mm, 120mm × 60mm × 53mm；Clear water masonry bag is built framework girder connection and is applied
In work, the size of the blue bricks 1 be 240mm × 60mm × 53mm, 120mm × 60mm × 53mm, 240mm × 60mm × 10mm,
120mm×60mm×10mm；Clear water masonry bag is built in the lintel or collar tie beam node construction of door-window opening, the size of the blue bricks 1
For 240mm × 60mm × 40mm, 120mm × 60mm × 40mm；Clear water masonry bag is built in constructional column node construction, the blue bricks 1
Size be 240mm × 60mm × 40mm, 120mm × 60mm × 40mm；
Step 103, levelling positioning, comprise the following steps：
The benchmark mortar joint of step 1031, the unification concrete frame structure, the exterior wall of the concrete frame structure is equal
For horizontal straight joint；
Step 1032, full sized brick THICKNESS CALCULATION clear water masonry skin number is pressed according to floor height, the skin number of the blue bricks 1 is adjusted to integer；
Step 1033, by the blue bricks metope and ORIENTED DOOR AND WINDOW DESIGN size for having sequenced, the blue bricks 1 for adjusting the door window side is arranged,
The blue bricks 1 is full sized brick；
Step 104, row's brick put down bottom, comprise the following steps：
Step 1041, the length for calculating every section of clear water masonry along full sized brick by a fourth one, adjust the calculating of every section of clear water masonry
Length is identical with design length；
Step 1042, the top of a wall inner corner trim blue bricks 1 of the adjustment clear water masonry gable are full sized brick.
In the present embodiment, the skin number of blue bricks 1 described in step 1032 is adjusted to integer, and its adjustment mode is as follows：Adjust first
The leveling mortar thickness of the whole clear water masonry bottom, if skin number is unsatisfactory for integer by way of adjusting leveling mortar thickness
When, then by the thickness of adjustment horizontal mortar joint, the adjustment amount≤1mm of each horizontal mortar joint is adjusted to whole by many skins
Number is required；
The blue bricks 1 that the door window side is adjusted in step 1033 is arranged, and the blue bricks 1 is full sized brick, and its adjustment mode is as follows：It is micro-
The plan-position of the door-window opening and width, the height of the door-window opening are adjusted, the absolute altitude after adjustment at the top of the door and window is not
Become；
The computational length that every section of clear water masonry is adjusted in step 1041 is identical with design length, and adjustment mode is as follows：First
The vertical mortar joint of the clear water masonry is adjusted, if being still unsatisfactory for clear water masonry computational length with design by the vertical mortar joint of adjustment
When length is identical, by long along the brick of the blue bricks 1 of length direction arrangement in the adjustment clear water masonry, per the brick of blue bricks described in block 1
Long decrement≤5mm, and symmetrically adjust during blue bricks 1 is livable；
The blue bricks 1 that the inner corner trim of the gable the top of a wall of the clear water masonry is adjusted in step 1042 is full sized brick, and adjustment mode is as follows：
The mortar joint of the clear water masonry is adjusted first, if the blue bricks 1 for being still unsatisfactory for the inner corner trim of the gable the top of a wall is full sized brick, should adjust described
The top of a wall length of gable, and readjust gable row's brick according to step 1041.
As shown in Fig. 2-1, Fig. 2-2, in the present embodiment, to being adjacent to the blue bricks 1 for being laid in upper and lower two skin of the pressure joist 2
When being cut, open up on the blue bricks 1 and the pressure V-shaped groove that match of the size of joist 2, the size of the V-shaped groove and
The match specifications of the pressure joist, using cutting machine clip are carried out to various special shaped bricks and seven separately, during practice of construction, institute
The diameter for stating pressure joist 2 is preferably φ 6.5, the groove depth >=5mm of V-shaped groove, groove width >=10mm.
In the present embodiment, the clear water masonry wall build by laying bricks or stones to away from pressure joist 2 absolute altitude, the one skin brick when, using offering V
The blue bricks 1 of shape groove and by the notch for opening up the blue bricks 1 of V-shaped groove upward, along it is described pressure joist 2 length direction build by laying bricks or stones, Ran Houpu
Slurry, after the pressure joist 2 is pre-buried, using the blue bricks 1 for offering V-shaped groove and by the notch for opening up the blue bricks 1 of V-shaped groove down,
Length direction along the pressure joist 2 is built by laying bricks or stones.
In the present embodiment, clear water masonry bag is built in the work progress of framework Column border node, is pressed according to the blue bricks 1 of step 2 cutting
The suitable mode of phototypesetting hot line and the fourth one of marked rod one is building the crust that wraps up the frame column 3, the clear water masonry wall and frame by laying bricks or stones
The node of trestle 3 is anchored by pre-buried pressure joist 2, and one end that the pressure joist 2 inserts the clear water masonry wall is arranged to
Bending anchoring section, the bending anchoring section is laid in the V-shaped groove of the blue bricks 1；
As shown in Fig. 3-1～Fig. 3-7, during practice of construction, the clear water masonry bag builds external corner part frame column node construction
In, external corner part framework Column border node bag enters as shown in Fig. 3-1～Fig. 3-3 when building to the internal corner part of the frame column 3 of the external corner
When row bag is built, the blue bricks 1 of the internal corner part clear water masonry of the frame column 3 is full sized brick；When gable the top of a wall framework Column border node bag is built such as
When carrying out bag block to the internal corner part of the frame column 3 of the gable the top of a wall shown in Fig. 3-4, Fig. 3-5, the inner corner trim portion of the frame column 3
The blue bricks 1 of position clear water masonry is full sized brick；To the pars intermedia as shown in Fig. 3-6, Fig. 3-7 when gable the top of a wall framework Column border node bag is built
When the internal corner part of the frame column 3 of position carries out bag block, the blue bricks 1 of the internal corner part clear water masonry of the frame column 3 is full sized brick；
The size of the blue bricks 1 be 240mm × 60mm × 53mm, 120mm × 60mm × 53mm, the frame column 3 cut
Face size>During 500mm, the pressure joist 2 it is horizontal and vertical, be implanted into pressure joist successively from the bottom up of the frame column 3
2, it is described pressure joist 2 laying specification be：The@500 of φ 6.5, it is described bending anchoring section specification be：The long crotch of 90 ° of 3d.
In the present embodiment, clear water masonry bag is built in Vierendeel girder node construction, as shown in Fig. 4-1, one layer of the frame structure
Vierendeel girder is disposed in the outdoor under absolute altitude -0.070m, elevation of bottom the exposing than one layer of Vierendeel girder of the clear water masonry wall
The low skin of absolute altitude；According to the blue bricks 1 of step 2 cutting builds parcel by laying bricks or stones according to the suitable mode of row's hot line and the fourth one of marked rod one
The crust of Vierendeel girder 4, the clear water masonry wall and the node of Vierendeel girder 4 are anchored by pre-buried pressure joist 2, the pressure joist
One end of the 2 insertions clear water masonry wall is arranged to bend anchoring section, and the bending anchoring section is laid in the V-arrangement of the blue bricks 1
In groove；
During practice of construction, the size of the blue bricks 1 is 240mm × 60mm × 53mm, 120mm × 60mm × 53mm, 240mm
× 60mm × 10mm, 120mm × 60mm × 10mm, the sectional dimension of the frame column 4>During 500mm, the horizontal stroke of the pressure joist 2
To and longitudinal direction, from the bottom up of the frame column 4 be implanted into successively pressure joist 2, it is described pressure joist 2 laying specification be：φ
6.5@500, it is described bending anchoring section specification be：The long crotch of 90 ° of 3d；
During practice of construction, beam based on one layer of Vierendeel girder；
During practice of construction, as shown in Fig. 4-1, the reinforced concrete band of one layer of Vierendeel girder of the frame structure is arranged on described
The bottom in the deck-molding direction of Vierendeel girder 4, it is therefore an objective to support is played to the blue bricks 1 that bag builds the Vierendeel girder 4 and support is acted on, such as Fig. 4-
Shown in 2, the reinforced concrete band of two layers of Vierendeel girder of the frame structure is arranged on the top in the deck-molding direction of the Vierendeel girder 4, institute
The gap pea gravel concreten 6 stated between two layers of Vierendeel girder bottom and clear water masonry is filled up, the size of the reinforced concrete band
For：Width × height=50mm × 60mm, the reinforced concrete band position 240mm × 60mm × 10mm, 120mm × 60mm ×
Two kinds of specification brick bats of 10mm are pasted, the remaining Vierendeel girder 4 adopt size for 240mm × 60mm × 53mm, 120mm × 60mm ×
The blue bricks 1 of 53mm carries out bag block.
In the present embodiment, clear water masonry bag is built in the construction of door-window opening girder connection, and the deck-molding of the door-window opening beam 7 surpasses
When crossing 200mm, the door-window opening beam steel 8 installed with colligation described in formwork reinforcement before casting concrete.
During practice of construction, the door-window opening Liangmen window hole beam 7 is collar tie beam or lintel；
As shown in Fig. 5-1, Fig. 5-2, during practice of construction, the width ratio of the collar tie beam at the lintel OR gate hole 11 of door opening 11 is clear
The little 80mm of width of water masonry, the circle depth of beam at the lintel OR gate hole 11 of door opening 11 determined by designing to calculate, the green grass or young crops
The size of brick 1 is 240mm × 60mm × 40mm, 120mm × 60mm × 40mm.
As shown in Fig. 5-3, Fig. 5-4, during practice of construction, the width ratio of the lintel of window hole 12 or the collar tie beam of window hole 12 is clear
The little 80mm of width of water masonry, the lintel of window hole 12 or the circle depth of beam of window hole 12 by design calculate determine, the green grass or young crops
The size of brick 1 is 240mm × 60mm × 40mm, 120mm × 60mm × 40mm；
In the present embodiment, in the construction of metope carve node, offer in the metope carve 14 and laid for tension member 13
Groove, the groove opens up along the short transverse of the metope carve 14, the position relative with the groove during back building wall
Install and be equipped with dark beam 15, the back body of wall is clear water masonry, the tension member 13 is T-shaped tension rib, the T-shaped tension rib
One end is arranged in the groove, and the other end of the T-shaped tension rib is laid in the dark beam 15；
During practice of construction, the metope overwrought 14 is tile carving or embossment, the height of the dark beam 15 according to the tile carving or
The height of embossment monolithic is arranged；
During practice of construction, first fill up in anchor slot plus glairin cement mortar when patch is hung, then using 1:2 cement mortar are special
Pasted with tile paste mortar, and by the insertion groove of tension member 13, patch hangs after finishing that the cement mortar cleaning overflowed is dry
Only, building adhesive is mixed in the cement mortar；
During practice of construction, the tile carving or embossment want level, vertical direction bracing wire when installing, and the daily height installed is not
1m～1.2m must be more than.
During practice of construction, the tile carving or embossment are pasted after hanging, and the piece of the tile carving or embossment uses 1:1 plain cement is hooked
Seam.
The above, is only presently preferred embodiments of the present invention, and not the present invention is imposed any restrictions, every according to the present invention
Any simple modification, change and equivalent structure change that technical spirit is made to above example, still fall within skill of the present invention
In the protection domain of art scheme.
Claims (10)
1. a kind of ancient building xoncrete structure outsourcing clear water masonry construction method, it is characterised in that the method is comprised the following steps：
The Deepen Design of step one, node：Actual size, structural working drawing according to concrete on construction site frame structure and build
Construction drawing is built, the construction and the clear water masonry and concrete frame structure structure of concrete frame structure outsourcing clear water masonry is designed
Into node drawknot anchoring structure；
The clear water masonry includes frame column (3), Vierendeel girder (4), door-window opening beam with the node that concrete frame structure is constituted
(7), constructional column (3), metope carve (14) and shaped window, the door-window opening beam (7) is collar tie beam or lintel, and the metope is overwrought
(14) it is tile carving or embossment；
Step 2, the cutting of blue bricks and drawknot anchor bar it is pre-buried：According to the design result of step one, needed for processing each node
Various sizes of blue bricks；
Step 3, concrete frame structure configuration node outsourcing clear water masonry construction：From the bottom surface of the concrete frame structure
Carry out building by laying bricks or stones for clear water masonry at absolute altitude upwards successively, in the building process of clear water masonry, clear water masonry and concrete frame
It is as follows that the bag of the node that structure is constituted builds work progress：
Clear water masonry bag builds the work progress of framework Column border node：According to the design result of step one, pre-buried drawknot anchor bar,
The drawknot anchor bar is pressure joist；The blue bricks that step 2 is cut builds parcel frame by row's hot line and the facing bond of one fourth of marked rod one
The crust of trestle (3)；
Clear water masonry bag builds the work progress of framework girder connection：According to the design result of step one, pre-buried drawknot anchor bar,
The drawknot anchor bar is pressure joist；A circle reinforced concrete band is chosen outside Vierendeel girder (4) crust；The reinforced concrete band
The blue bricks bag that periphery step 2 is cut is built, and Vierendeel girder (4) remainder is built by row's hot line and the fourth one of marked rod one along bag；
Clear water masonry bag builds the work progress of door-window opening girder connection：The clear water masonry is built by laying bricks or stones to door-window opening beam (7) bottom
After the absolute altitude in portion, the door-window opening beam steel (8) of the door-window opening beam (7) is installed in colligation, and the blue bricks that step 2 is cut is pressed
The top of door-window opening beam (7) periphery to the door-window opening beam (7), 24h are built in row's hot line and the facing bond of one fourth of marked rod one
Afterwards door and window hole lintel is poured with pea gravel concreten, and employing is manually vibrated；
Clear water masonry bag builds the work progress of construction Column border node：The constructional column reinforcing bar of the constructional column (12) is installed in colligation
(11) blue bricks that, step 2 is cut is built the periphery of the constructional column reinforcing bar (11) by row's hot line and the facing bond of one fourth of marked rod one,
Often build 250mm height by laying bricks or stones and pour a pea gravel concreten, and artificial vibration compacting, until constructional column (12) bag is finished building into；
Metope carve node work progress be：Clear water masonry build by laying bricks or stones to metope carve (14) bottom absolute altitude when, according to metope carve
The thickness of decorations (14) builds the back body of wall of metope carve (14) by laying bricks or stones, and dark beam (15), the dark beam are provided with the back body of wall
(15) tension member (13) of pre-buried metope carve (14) in；
Clear water masonry bag builds the work progress of shaped window node：The clear water masonry is built by laying bricks or stones to the special-shaped window opening bottom absolute altitude
Afterwards, the shaped window cranse (16) is installed；Built by laying bricks or stones around shaped window cranse (16) with three methods that skin one is leaned on and five skins one hang
Body of wall；
Step 4, jointing：After the completion of concrete frame structure outsourcing clear water masonry is built by laying bricks or stones, jointing, the hook are unified from top to bottom
Slit formula is flush joint, and the depth of the jointing is 6mm.
2. according to a kind of ancient building xoncrete structure outsourcing clear water masonry construction method described in claim 1, it is characterised in that：
In step one tectonic sieving of concrete frame structure outsourcing clear water masonry is included the size of blue bricks is designed and is built by laying bricks or stones
When the arrangement of blue bricks is designed, specifically include following steps：
Step 101, the actual size according to concrete on construction site frame structure, structural working drawing and architectural working drawing, to needing
Pre-buried drawknot anchor bar position is positioned using measurer and instrument；
Step 102, the size for determining blue bricks and arrangement mode when building by laying bricks or stones；
Step 103, levelling positioning, comprise the following steps：
The benchmark mortar joint of step 1031, the unification concrete frame structure, the exterior wall of the concrete frame structure is water
Flat straight joint；
Step 1032, full sized brick THICKNESS CALCULATION clear water masonry skin number is pressed according to floor height, the blue bricks skin number is adjusted to into integer；
Step 1033, by the blue bricks metope and ORIENTED DOOR AND WINDOW DESIGN size for having sequenced, adjust the blue bricks arrangement of the door window side, the green grass or young crops
Brick is full sized brick；
Step 104, row's brick put down bottom, comprise the following steps：
Step 1041, the length for calculating every section of clear water masonry along full sized brick by a fourth one, by the computational length of every section of clear water masonry with
Design length is adjusted to identical；
Step 1042, the blue bricks of the top of a wall inner corner trim for adjusting the clear water masonry gable are full sized brick.
3. according to a kind of ancient building xoncrete structure outsourcing clear water masonry construction method described in claim 2, it is characterised in that：
The skin number of the blue bricks is adjusted to into integer in step 1032, its adjustment mode is：The clear water masonry bottom is adjusted first
Leveling mortar thickness, if skin number is still unsatisfactory for integer by way of adjusting leveling mortar thickness, by adjusting level ash
The thickness of seam, the adjustment amount≤1mm of each horizontal mortar joint；
The blue bricks arrangement of the door window side is adjusted in step 1033, the blue bricks is full sized brick, and its adjustment mode is：Finely tune the door
The plan-position of window hole and the width and height of the door-window opening, the absolute altitude after adjustment at the top of the door and window is constant；
The computational length that every section of clear water masonry is adjusted in step 1041 is identical with design length, and adjustment mode is：Institute is adjusted first
The vertical mortar joint of clear water masonry is stated, if being still unsatisfactory for clear water masonry computational length with design length phase by the vertical mortar joint of adjustment
Meanwhile, by long along the brick of the blue bricks of length direction arrangement in the adjustment clear water masonry, per the long decrement of the brick of blue bricks described in block
≤ 5mm, and symmetrically adjust during blue bricks is livable；
The blue bricks that the inner corner trim of the gable the top of a wall of the clear water masonry is adjusted in step 1042 is full sized brick, and adjustment mode is：Adjust first
The mortar joint of the whole clear water masonry, if being by adjusting the blue bricks of the inner corner trim that the mortar joint of clear water masonry is still unsatisfactory for the gable the top of a wall
Full sized brick, should adjust the top of a wall length of the gable, and readjust gable row's brick according to step 1041.
4. according to a kind of ancient building xoncrete structure outsourcing clear water masonry construction method described in claim 1, it is characterised in that：
When cutting to being adjacent to the blue bricks for being laid in upper and lower two skin of the pressure joist, open up on the blue bricks and the pressure joist
The V-shaped groove of size matching, the match specifications of the size of the V-shaped groove and the pressure joist, to various special shaped bricks and seven separately,
Clip is carried out using cutting machine.
5. according to a kind of ancient building xoncrete structure outsourcing clear water masonry construction method described in claim 4, it is characterised in that：
The clear water masonry build by laying bricks or stones to away from it is described pressure joist one skin brick of absolute altitude when, using offer V-shaped groove blue bricks and V-shaped groove will be opened up
Blue bricks notch upward, along it is described pressure joist length direction build by laying bricks or stones；After the pressure joist is pre-buried, adopts and offer V-arrangement
The blue bricks of groove and by the notch for opening up the blue bricks of V-shaped groove down, along it is described pressure joist length direction build by laying bricks or stones.
6. according to a kind of ancient building xoncrete structure outsourcing clear water masonry construction method described in claim 4, it is characterised in that：
Clear water masonry bag is built in the work progress of framework Column border node, according to the blue bricks of step 2 cutting according to the row's hot line and fourth of marked rod one
One suitable mode wraps up the crust of the frame column (3) building by laying bricks or stones, and the clear water masonry and framework Column border node are by pre-buried pressure
Joist is anchored, and one end that the pressure joist inserts the clear water masonry is arranged to bend anchoring section, the bending anchoring section
It is laid in the V-shaped groove of the blue bricks.
7. according to a kind of ancient building xoncrete structure outsourcing clear water masonry construction method described in claim 4, it is characterised in that：
Clear water masonry bag is built in Vierendeel girder node construction, and one layer of Vierendeel girder (4) of the frame structure is disposed in the outdoor absolute altitude -0.070m
Under, the elevation of bottom of the clear water masonry exposes the low skin of absolute altitude than one layer of Vierendeel girder (4)；According to step 2 cutting
Blue bricks builds the crust for wrapping up the Vierendeel girder (4), the clear water masonry by laying bricks or stones according to the suitable mode of row's hot line and the fourth one of marked rod one
Anchored by pre-buried pressure joist with framework girder connection, one end that the pressure joist inserts the clear water masonry is arranged to curved
Folding anchoring section, the bending anchoring section is laid in the V-shaped groove of the blue bricks.
8. according to a kind of ancient building xoncrete structure outsourcing clear water masonry construction method described in claim 1, it is characterised in that：
Clear water masonry bag is built in the construction of door-window opening girder connection, when the deck-molding of the door-window opening beam (7) is more than 200mm, is poured mixed
The door-window opening beam steel (8) that colligation described in solidifying native front formwork reinforcement is installed.
9. according to a kind of ancient building xoncrete structure outsourcing clear water masonry construction method described in claim 1, it is characterised in that：
In the construction of metope carve node, the groove laid for tension member (13) is offered on metope carve (14), the groove is along institute
The short transverse for stating metope carve (14) is opened up, and the position relative with the groove is provided with dark beam during the back building wall
(15), the back body of wall is clear water masonry, and the tension member (13) is T-shaped tension rib, and one end of the T-shaped tension rib is arranged
In the groove, the other end of the T-shaped tension rib is laid in the dark beam (15).
10., according to a kind of ancient building xoncrete structure outsourcing clear water masonry construction method described in claim 1, its feature exists
In：Filled up with mortar and the blue bricks between around the shaped window cranse (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611124455.XA CN106592810B (en) | 2016-12-08 | 2016-12-08 | A kind of ancient building concrete structure outsourcing clear water masonry construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611124455.XA CN106592810B (en) | 2016-12-08 | 2016-12-08 | A kind of ancient building concrete structure outsourcing clear water masonry construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106592810A true CN106592810A (en) | 2017-04-26 |
| CN106592810B CN106592810B (en) | 2018-09-21 |
Family
ID=58598642
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611124455.XA Active CN106592810B (en) | 2016-12-08 | 2016-12-08 | A kind of ancient building concrete structure outsourcing clear water masonry construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106592810B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107391831A (en) * | 2017-07-14 | 2017-11-24 | 上海嘉实（集团）有限公司 | Vertical layout method, system and the storage medium and terminal of building block |
| CN108343181A (en) * | 2018-01-13 | 2018-07-31 | 银广厦集团有限公司 | A kind of novel clay brick exterior wall and construction method |
| CN110565882A (en) * | 2019-08-15 | 2019-12-13 | 中国建筑一局(集团)有限公司 | building gable and construction method thereof |
| CN113775081A (en) * | 2021-09-18 | 2021-12-10 | 陕西建工第三建设集团有限公司 | Construction method of inner and outer leaf composite wall of pseudo-classic building |
| CN114991492A (en) * | 2022-05-31 | 2022-09-02 | 山西一建集团有限公司 | Construction method for connecting archaized building outer wall and ancient building blue brick wall body with main structure |
| WO2023035803A1 (en) * | 2021-09-10 | 2023-03-16 | 上海建为历保科技股份有限公司 | Stability reinforcement construction method suitable for historic building partition wall of wooden structure |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1584264A (en) * | 2004-06-16 | 2005-02-23 | 李国雄 | Fastening method for high-strength concrete epibolic thin-layer and coupled columns |
| CN101338583A (en) * | 2008-06-25 | 2009-01-07 | 孔繁军 | Before-masonry and after-frame-shear-resisting antivibration and thermal insulation design and construction |
| CN101769008A (en) * | 2010-01-11 | 2010-07-07 | 郑州大学 | Method for constructing quake-proof masonry house by utilizing prefabricated constructional column ring beams |
| CN102116061A (en) * | 2009-12-30 | 2011-07-06 | 中铁建工集团有限公司 | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure |
| CN102505763A (en) * | 2011-10-21 | 2012-06-20 | 沈阳建筑大学 | Externally laid masonry composite heat-insulating sintered building block exterior wall heat insulating system |
| CN103015717A (en) * | 2012-12-01 | 2013-04-03 | 中国建筑第七工程局有限公司 | Construction process for coating faced concrete outside ultrahigh steel tube column after floor is closed |
| CN103696578A (en) * | 2014-01-16 | 2014-04-02 | 天津天一建设集团有限公司 | Method for constructing insulating chained built block outer decorated dry wall |
| CN104278761A (en) * | 2014-09-02 | 2015-01-14 | 绿建科技集团新型建材高技术有限公司 | Novel semi-outer wrapping double-row building type wall self thermal insulation system |
-
2016
- 2016-12-08 CN CN201611124455.XA patent/CN106592810B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1584264A (en) * | 2004-06-16 | 2005-02-23 | 李国雄 | Fastening method for high-strength concrete epibolic thin-layer and coupled columns |
| CN101338583A (en) * | 2008-06-25 | 2009-01-07 | 孔繁军 | Before-masonry and after-frame-shear-resisting antivibration and thermal insulation design and construction |
| CN102116061A (en) * | 2009-12-30 | 2011-07-06 | 中铁建工集团有限公司 | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure |
| CN101769008A (en) * | 2010-01-11 | 2010-07-07 | 郑州大学 | Method for constructing quake-proof masonry house by utilizing prefabricated constructional column ring beams |
| CN102505763A (en) * | 2011-10-21 | 2012-06-20 | 沈阳建筑大学 | Externally laid masonry composite heat-insulating sintered building block exterior wall heat insulating system |
| CN103015717A (en) * | 2012-12-01 | 2013-04-03 | 中国建筑第七工程局有限公司 | Construction process for coating faced concrete outside ultrahigh steel tube column after floor is closed |
| CN103696578A (en) * | 2014-01-16 | 2014-04-02 | 天津天一建设集团有限公司 | Method for constructing insulating chained built block outer decorated dry wall |
| CN104278761A (en) * | 2014-09-02 | 2015-01-14 | 绿建科技集团新型建材高技术有限公司 | Novel semi-outer wrapping double-row building type wall self thermal insulation system |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107391831A (en) * | 2017-07-14 | 2017-11-24 | 上海嘉实（集团）有限公司 | Vertical layout method, system and the storage medium and terminal of building block |
| CN108343181A (en) * | 2018-01-13 | 2018-07-31 | 银广厦集团有限公司 | A kind of novel clay brick exterior wall and construction method |
| CN110565882A (en) * | 2019-08-15 | 2019-12-13 | 中国建筑一局(集团)有限公司 | building gable and construction method thereof |
| CN110565882B (en) * | 2019-08-15 | 2021-02-26 | 中国建筑一局(集团)有限公司 | Building gable and construction method thereof |
| WO2023035803A1 (en) * | 2021-09-10 | 2023-03-16 | 上海建为历保科技股份有限公司 | Stability reinforcement construction method suitable for historic building partition wall of wooden structure |
| CN113775081A (en) * | 2021-09-18 | 2021-12-10 | 陕西建工第三建设集团有限公司 | Construction method of inner and outer leaf composite wall of pseudo-classic building |
| CN114991492A (en) * | 2022-05-31 | 2022-09-02 | 山西一建集团有限公司 | Construction method for connecting archaized building outer wall and ancient building blue brick wall body with main structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106592810B (en) | 2018-09-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106592810A (en) | Construction method of wrapping fair brick masonry for concrete structure of historic building | |
| CN103410332B (en) | A kind of concrete hollow block reinforcement wall construction technology | |
| CN106121039B (en) | Villages and small towns masonry structure assembled integral ring beam and construction column combined method | |
| CN103821364A (en) | Method for constructing reinforced concrete pond | |
| CN207959612U (en) | A kind of frame, shear wall cast-in-place structural fill wall with assembled light | |
| CN102116061A (en) | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure | |
| CN105002976B (en) | A kind of prefabricated assembled inlet for stom water and construction method thereof | |
| CN107268834A (en) | Without construction column combination hollow out plain brick wall and its construction method | |
| CN208934190U (en) | A kind of assembled steel frame wall filled with masonry structural system | |
| CN106894538A (en) | Filling wall and agent structure concrete integral shaping method | |
| CN205742642U (en) | One exempts from the concrete prefabricated wallboard of side form assembled integral and splicing structure thereof | |
| CN108560949A (en) | Adobe wall alien invasion ruggedized construction and adobe wall alien invasion reinforcement means | |
| CN108130992A (en) | Rubble plate, styrofoam and porous brick compound thermal-insulating decorative external wall construction engineering method | |
| CN104594633A (en) | Construction method and template structure for umbrella-shaped spatial curved-surface bare concrete | |
| CN109898698A (en) | A kind of construction method of pseudo-classic architecture silk seam wall | |
| CN103790168A (en) | Application method of soil nailing wall in deep foundation pit supporting | |
| CN113374295A (en) | Old steel-wood structure roof truss dismantling and rebuilding construction method | |
| CN205894358U (en) | Aerated concrete block wall body structure | |
| CN207092299U (en) | A kind of cast-in-place hollow armored concrete filling wall | |
| CN108412143A (en) | Standard decoration hollow body railing and its construction method after a kind of | |
| CN110219366A (en) | Assembled architecture heat preserving formwork integral structure and construction method | |
| CN104763158A (en) | Joggle joint type lightweight aggregate interlocking block construction method | |
| CN211172565U (en) | A ram for argil brick facade | |
| CN103255872A (en) | Hollow building block | |
| CN107586068A (en) | A kind of construction method of column concrete and concrete column |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |