CN106592810B - A kind of ancient building concrete structure outsourcing clear water masonry construction method - Google Patents
A kind of ancient building concrete structure outsourcing clear water masonry construction method Download PDFInfo
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- CN106592810B CN106592810B CN201611124455.XA CN201611124455A CN106592810B CN 106592810 B CN106592810 B CN 106592810B CN 201611124455 A CN201611124455 A CN 201611124455A CN 106592810 B CN106592810 B CN 106592810B
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- clear water
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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
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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
- 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
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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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
Abstract
The invention discloses a kind of ancient building concrete structure outsourcing clear water masonry construction methods, and this approach includes the following steps：Step 1: the Deepen Design of node, the node that the clear water masonry is constituted with concrete frame structure includes frame column, Vierendeel girder, door and window hole beam, constructional column, wall decoration and shaped window；Step 2: blue bricks cutting and drawknot anchor bar it is pre-buried；Step 3: concrete frame structure node outsourcing clear water masonry construction；Step 4: jointing：After the completion of concrete frame structure outsourcing clear water masonry is built by laying bricks or stones, unify jointing from top to bottom, the jointing form is flush joint, and the depth of the jointing is 6mm.The method of the present invention step is simple, reasonable design, easy construction and using effect is good, and clear water masonry is used carries out packet block according to the blue bricks of each node Deepen Design post-processing of concrete frame structure, keeps ancient architecture wall surface perception effect finer.
Description
Technical field
The invention belongs to building masonry structure field of engineering technology, and in particular to a kind of ancient building concrete 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, does not have building structure on its surface
Material is exposed.Modern ancient building primary structural material uses armored concrete, includes using main portions：Building frame construction,
The positions such as exterior wall collar tie beam, door-window opening beam, exterior wall horizontal vertical moulding, outer wall column.In order to restore outside ancient building masonry
See effect, it is necessary to building stones or blue bricks are used, the construction progress of above-mentioned visual concrete is hidden, while material therefor and way are also wanted
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 uses cement mortar, lime mortar and clear water building block to carry out masonry and build and use jointing by laying bricks or stones, it is main
It has the following defects：
1, wall body structure：The wall gray seam thickness of modern architecture masonry structure is usually 8mm~12mm, and using magma letter
Single jointing；And it is only 2mm~3mm that ancient architecture masonry close joint, which builds the slit width in way by laying bricks or stones, and cracked and jointing way using fine,
So that the way gap of two kinds of walls 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.
2, wall body node：In concrete frame structure blue bricks surface building frame construction, exterior wall collar tie beam, lintel,
The positions such as exterior wall horizontal vertical moulding, outer wall column are handled without processing or using cement mortar painting substantially, this simple and crude
Processing mode cannot meet at all ancient building masonry appearance requirement, it is necessary to as wall special joint take construction measure into
Row processing.
3, wall decoration：With cement mortar paste when ancient building block wall decoration construction and build by laying bricks or stones, between wall
There is no construction measure, overall stability poor.
4, building materials：Most building materials are made of craft or light instrument in the market, lead to material
Size disunity, surface impression quality is poor, handling, transport and when site operation, and the matter such as losing fangle, surface contamination easily occur
Defect is measured, thus causes finished product surface of wall impression quality that cannot reach traditional ancient building clear water masonry face appearance.Therefore,
It is not fine enough compared with traditional ancient architecture wall surface perception effect.
Invention content
It is an object of the invention to overcome above-mentioned technical disadvantages, a kind of ancient building concrete structure outsourcing clear water masonry is provided
Construction method, this method had both met ancient building masonry close joint and have built appearance by laying bricks or stones, also carried out masonry and concrete frame structure
Drawknot simultaneously meets shockproof requirements, while can also meet other correlations in relation to masonry structure and filling masonry in existing national regulation
Performance requirement.
In order to solve the above technical problems, the technical solution adopted by the present invention is：A kind of ancient building concrete structure outsourcing is clear
Water masonry construction method, which is characterized in that this approach includes the following steps：
Step 1: the Deepen Design of node：According to the actual size of concrete on construction site frame structure, structural working drawing
And architectural working drawing, the construction and the clear water masonry and concrete frame knot of design concrete frame structure outsourcing clear water masonry
The drawknot anchoring structure for the node that structure is constituted；
The node that the clear water masonry is constituted with concrete frame structure includes frame column, Vierendeel girder, door-window opening beam, structure
Column, metope carve and shaped window are made, the door-window opening beam is collar tie beam or lintel, and the metope carve is tile carving or embossment；
Step 2: blue bricks cutting and drawknot anchor bar it is pre-buried：According to the design result of step 1, 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
Building by laying bricks or stones for clear water masonry is carried out at the absolute altitude of bottom surface upwards in turn, in the building process of clear water masonry, clear water masonry and concrete
It is as follows that the packet for the node that frame structure is constituted builds work progress：
Clear water masonry packet build frame Column border node work progress be：According to the design result of step 1, pre-buried drawknot anchoring
Reinforcing bar, the drawknot anchor bar are pressure joist；The blue bricks of step 2 cutting is built by row's hot line and one fourth of marked rod, one facing bond
Wrap up the crust of frame column；
Clear water masonry packet build frame girder connection work progress be：According to the design result of step 1, pre-buried drawknot anchoring
Reinforcing bar, the drawknot anchor bar are pressure joist；A circle reinforced concrete band is chosen outside Vierendeel girder crust；The armored concrete
It is built with the periphery blue bricks packet that step 2 is cut, the Vierendeel girder rest part is built by row's hot line and one fourth one of marked rod along packet；
Clear water masonry packet build door-window opening girder connection work progress be：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 binding, by the blue bricks of step 2 cutting by row's hot line
Door-window opening beam periphery is built to the top of the door-window opening beam with one fourth of marked rod, one facing bond, uses microlith coagulation afterwards for 24 hours
Soil pours door and window hole lintel, and uses and manually vibrate；
Clear water masonry packet build construction Column border node work progress be：The constructional column reinforcing bar of the constructional column is installed in binding, will
The blue bricks of step 2 cutting is built the periphery of the constructional column reinforcing bar by row's hot line and one fourth of marked rod, one facing bond, often builds 250mm by laying bricks or stones
Height pours a pea gravel concreten, and artificial vibration compacting, until constructional column packet is finished building into；
The work progress of metope carve node is：When clear water masonry is built by laying bricks or stones to the bottom absolute altitude of metope carve, carved according to metope
The thickness of decorations builds the back wall of metope carve by laying bricks or stones, and concealed beam is provided in the back wall, and pre-buried metope is carved in the concealed beam
The tension member of decorations；
Clear water masonry packet build shaped window node work progress be：The clear water masonry is built by laying bricks or stones to the special-shaped window opening bottom and is marked
Gao Hou installs shaped window cranse；Surrounding's wall with three skins one by building shaped window cranse by laying bricks or stones with the method that five skins one are hung；
Step 4: jointing：After the completion of concrete frame structure outsourcing clear water masonry is built by laying bricks or stones, unify jointing, institute 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 concrete structure outsourcing clear water masonry construction method, it is characterized in that：To coagulation in step 1
The tectonic sieving of native frame structure outsourcing clear water masonry includes the arrangement when size of blue bricks is designed and is built by laying bricks or stones to blue bricks
It is designed, specifically includes following steps：
Step 101, according to the actual size of concrete on construction site frame structure, structural working drawing and architectural working drawing,
To needing pre-buried drawknot anchor bar position to be 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, include the following steps：
The benchmark mortar joint of step 1031, the unified concrete frame structure, the exterior wall of the concrete frame structure are equal
For horizontal straight joint；
Step 1032 presses full sized brick THICKNESS CALCULATION clear water masonry skin number according to floor height, and the blue bricks skin number is adjusted to integer；
Step 1033, by the blue bricks metope and ORIENTED DOOR AND WINDOW DESIGN size sequenced, adjust the blue bricks arrangement of the door window side, institute
It is full sized brick to state blue bricks；
Step 104, row's brick put down bottom, include the following steps：
Step 1041, the length for calculating every section of clear water masonry along full sized brick by a fourth one, the calculating of every section of clear water masonry is grown
Degree is adjusted to identical with design length；
Step 1042, the adjustment clear water masonry gable the blue bricks of the top of a wall inner corner trim be full sized brick.
A kind of above-mentioned ancient building concrete structure outsourcing clear water masonry construction method, it is characterized in that：By institute in step 1032
The skin number for stating blue bricks is adjusted to integer, and adjustment mode is：The leveling mortar thickness of clear water masonry bottom is adjusted first, such as
When fruit is still unsatisfactory for integer by adjusting the mode skin number of leveling mortar thickness, by adjusting the thickness of horizontal mortar joint, Mei Gesuo
State 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 adjustment mode is：Fine tuning institute
It states the plan-position of door-window opening 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 as design length, and adjustment mode is：It adjusts first
The vertical mortar joint of the whole clear water masonry is grown if being still unsatisfactory for clear water masonry computational length by adjusting vertical mortar joint with design
When spending identical, the brick by adjusting the blue bricks arranged along length direction in the clear water masonry is long, and the brick length of every block of blue bricks subtracts
On a small quantity≤5mm, and the livable middle symmetrical adjustment of blue bricks；
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
First adjust the mortar joint of the clear water masonry, if by adjusting clear water masonry mortar joint be still unsatisfactory for the gable the top of a wall inner corner trim blueness
Brick is full sized brick, should adjust the top of a wall length of the gable, and readjust gable according to step 1041 and arrange brick.
A kind of above-mentioned ancient building concrete structure outsourcing clear water masonry construction method, it is characterized in that：It is laid in institute to being adjacent to
The blue bricks of pressure upper and lower two skin of joist is stated when being cut, is opened up on the blue bricks and the matched V-arrangement of the pressure joist size
Slot, the size of the V-shaped groove with it is described pressure joist match specifications, to various special shaped bricks and seven separately, using cutting machine into
Row clip.
A kind of above-mentioned ancient building concrete structure outsourcing clear water masonry construction method, it is characterized in that：The clear water masonry is built
When building to away from the one skin brick of pressure joist absolute altitude, using the notch court of the blue bricks for offering V-shaped groove and blue bricks that 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, using the blue bricks for offering V-shaped groove and it will open
If the notch of the blue bricks of V-shaped groove is downward, the length direction along the pressure joist is built by laying bricks or stones.
A kind of above-mentioned ancient building concrete structure outsourcing clear water masonry construction method, it is characterized in that：Clear water masonry packet builds frame
In the work progress of trestle node, built according to the suitable mode of row's hot line and one fourth one of marked rod according to the blue bricks of step 2 cutting
The crust for wrapping up the frame column is built, the clear water masonry and frame Column border node are anchored by pre-buried pressure joist, described
One end that pressure joist is inserted into the clear water masonry is arranged to bend anchoring section, and the bending anchoring section is laid in the V of the blue bricks
In shape slot.
A kind of above-mentioned ancient building concrete structure outsourcing clear water masonry construction method, it is characterized in that：Clear water masonry packet builds frame
It sets a roof beam in place in node construction, one layer of Vierendeel girder of the frame structure is arranged at outdoor absolute altitude -0.070m, the bottom of the clear water masonry
Portion's absolute altitude skin lower than the exposed absolute altitude of 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 frame girder connection pass through pre-buried pressure wall
Muscle is anchored, and one end that the pressure joist is inserted into 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 concrete structure outsourcing clear water masonry construction method, it is characterized in that：Clear water masonry packet 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 binding installation.
A kind of above-mentioned ancient building concrete structure outsourcing clear water masonry construction method, it is characterized in that：Metope carve node
In construction, the slot laid for tension member is offered in the metope carve, the slot is opened along the short transverse of metope carve
If the position opposite with the slot is provided with concealed beam when the back building wall, the back wall is clear water masonry, described
Tension member is T-type tension rib, and one end of the T-type tension rib is arranged in the slot, and the other end of the T-type tension rib is laid
In the concealed beam.
A kind of above-mentioned ancient building concrete structure outsourcing clear water masonry construction method, it is characterized in that：The shaped window cranse
It is filled up with mortar between surrounding and the blue bricks.
Compared with the prior art, the present invention has the following advantages：
1, method and step is simple, reasonable design and easy construction, input construction cost are relatively low.
2, construction efficiency is high and speed of application is fast.
3, after the completion of concrete frame structure outsourcing blue bricks is built by laying bricks or stones, unify jointing from top to bottom, the form of jointing is flush joint
And the depth of jointing is 6mm, and it is easy for construction, it is cost-effective and wall can be made more beautiful, three-dimensional.
4, to frame column, Vierendeel girder, door-window opening beam, constructional column, wall decoration and the abnormal shape in concrete frame structure
The packet block of each node of window has made corresponding Deepen Design one by one, meets the requirement of ancient building masonry appearance.
5, wall decoration：When wall decoration is constructed, it is provided with tension member between back wall, increases wall decoration
Overall stability and durability.
6, clear water masonry is used carries out packet block according to the blue bricks of each node Deepen Design post-processing 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 more fine.
In conclusion the method for the present invention step is simple, reasonable design and easy construction using effect are good, it is strong to reduce labour
Degree, shorten the construction period its with more operability, preferably improve building safety, durability, clear water masonry use root
Packet block is carried out according to the blue bricks of each node Deepen Design post-processing of concrete frame structure, makes ancient architecture wall surface perception effect more
Add fine.
Below by drawings and examples, technical scheme of the present invention will be described in further detail.
Description of the drawings
Fig. 1 is the construction method flow diagram of the present invention.
Fig. 2 is the structural schematic diagram of clear water masonry of the present invention.
Fig. 2-1 is the A-A sectional views of Fig. 2.
Fig. 2-2 is enlarged drawing at the A of Fig. 2-1.
Fig. 3-1 is the structural schematic diagram that half packet of clear water masonry of the present invention builds external corner part frame Column border node.
Fig. 3-2 is the B-B sectional views of Fig. 3-1.
Fig. 3-3 be clear water masonry of the present invention full packet block external corner part frame Column border node structural schematic diagram.
Fig. 3-4 is the structural schematic diagram that half packet of clear water masonry of the present invention builds gable the top of a wall frame Column border node.
Fig. 3-5 be clear water masonry of the present invention full packet block gable the top of a wall frame Column border node structural schematic diagram.
Fig. 3-6 is the structural schematic diagram that half packet of clear water masonry of the present invention builds intermediate position frame column node.
Fig. 3-7 is the structural schematic diagram of clear water masonry of the present invention packet block centre position frame column node entirely.
Fig. 4-1 is the structural schematic diagram that clear water masonry packet of the present invention builds one layer of frame girder connection.
Fig. 4-2 is the structural schematic diagram that clear water masonry packet of the present invention builds two layers of frame girder connection.
Fig. 5-1 is the structural schematic diagram that clear water masonry packet 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 schematic diagram that clear water masonry packet 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 schematic diagram of metope carve node of the present invention.
Fig. 8 is the structural schematic diagram that clear water masonry packet of the present invention builds shaped window node.
Reference sign:
1-blue bricks；2-pressure joists；3-frame columns；
4-Vierendeel girders；5-grades；6-pea gravel concretens；
7-door-window opening beams；8-door-window opening beam steels；9-door openings；
10-window holes；11-constructional column reinforcing bars；12-constructional columns；
13-tension members；14-wall decorations；15-concealed beams；
16-shaped window cranses.
Specific implementation mode
Such as a kind of Fig. 1~ancient building concrete structure outsourcing clear water masonry construction method shown in Fig. 8, this method include with
Lower step：
Step 1: the Deepen Design of node：According to the actual size of concrete on construction site frame structure, structural working drawing
And architectural working drawing, the construction and the clear water masonry and concrete frame knot of design concrete frame structure outsourcing clear water masonry
The drawknot anchoring structure for the node that structure is constituted；
The node that the clear water masonry is constituted with concrete frame structure includes frame column 3, Vierendeel girder 4, door-window opening beam
7, constructional column 12, metope carve 14 and shaped window, the door-window opening beam 7 are collar tie beam or lintel, and the metope carve 14 is brick
Carving or embossment；
Step 2: blue bricks cutting and drawknot anchor bar it is pre-buried：According to the design result of step 1, 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
Building by laying bricks or stones for clear water masonry is carried out at absolute altitude upwards in turn, in the building process of clear water masonry, clear water masonry and concrete frame
It is as follows that the packet for the node that structure is constituted builds work progress：
As shown in Fig. 3-1~Fig. 3-7, the work progress that clear water masonry packet builds frame Column border node is：According to setting for step 1
Meter is as a result, pre-buried drawknot anchor bar, the drawknot anchor bar are pressure joist 2；By the blue bricks 1 of step 2 cutting by row's hot line
Package 3 crust of frame column is built with one fourth of marked rod, one facing bond；
As shown in Fig. 4-1, Fig. 4-2, the work progress that clear water masonry packet builds frame girder connection is：According to the design of step 1
As a result, pre-buried drawknot anchor bar, the drawknot anchor bar is pressure joist 2；A circle reinforced concrete is chosen outside 4 crust of Vierendeel girder
Soil zone；The reinforced concrete band periphery is wrapped with the blue bricks 1 that step 2 is cut and is built, and 4 rest part of the Vierendeel girder is by row's hot line
It is built along packet with one fourth one of marked rod；
As shown in Fig. 5-1, Fig. 5-2, Fig. 5-3, Fig. 5-4, the work progress that clear water masonry packet builds door-window opening girder connection is：
The clear water masonry is built by laying bricks or stones to the absolute altitude of 7 bottom of door-window opening beam, and the door-window opening beam of the door-window opening beam 7 is installed in binding
The blue bricks of step 2 cutting is built the periphery of the door-window opening beam 7 to described by reinforcing bar 8 by row's hot line and one fourth of marked rod, one facing bond
The top of door-window opening beam 7 pours door and window hole lintel with pea gravel concreten afterwards for 24 hours, and uses and manually vibrate, preferred when vibrating
It vibrates for reinforcing rod, machinery is forbidden to vibrate；
As shown in fig. 6, the work progress that clear water masonry packet builds construction Column border node is：The structure of the constructional column 12 is installed in binding
Column reinforcing bar 11 is made, the blue bricks 1 of step 2 cutting is built into the constructional column reinforcing bar 11 by row's hot line and one fourth of marked rod, one facing bond
Periphery often builds 250mm high by laying bricks or stones and pours a pea gravel concreten, and artificial vibration compacting, machinery is forbidden to vibrate, until constructional column 12
Packet is finished building into；
When practice of construction, constructional column 12 is smaller 80mm than the thickness of the blues brick wall along wall thickness direction width, along the blue bricks
Wall length direction is calculated by design and is determined, the size of the blue bricks 1 is 240mm × 60mm × 53mm, 120mm × 60mm × 53mm,
The blues brick wall often builds concrete of 250mm high perfusions 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, it builds the back wall of metope carve 14 by laying bricks or stones according to the thickness of metope carve 14, concealed beam 15, institute is provided in the back wall
State the tension member 13 of pre-buried metope carve 14 in concealed beam 15；
As shown in figure 8, the work progress that clear water masonry packet 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, installation shaped window cranse 16；It is leaned on three skins one and the method hung of five skins one builds wall around shaped window by laying bricks or stones；
When 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 on 16 periphery of shaped window cranse
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, unify jointing, the hook from top to bottom
Slit formula is flush joint, and the depth of the jointing is 6mm；
When practice of construction, jointing using plus slurry jointing, with the lime mortar of M15, the consistency of the lime mortar be 4cm~
5cm, the sand sieved fine sand of sieve of the lime mortar, metope and mortar joint color are clearly demarcated, increase beautiful；
When practice of construction, the jointing is horizontal joint and vertical seam, and the horizontal joint and vertical seam will smoothly join, neatly
Smoothly, depth is unified, there is not allowed that fluctuation, there is not allowed that hair raft, corner and turning also must be upright, it is angular,
Forbid to pollute metope when jointing.
Include to blue bricks to the tectonic sieving of concrete frame structure outsourcing clear water masonry in step 1 in the present embodiment
The arrangement of blue bricks is designed when size is designed and builds by laying bricks or stones, specifically includes following steps：
Step 101, according to the actual size of concrete on construction site frame structure, structural working drawing and architectural working drawing,
To needing pre-buried drawknot anchor bar position to be positioned using measurer and instrument；Ensure that pre-buried position is accurate, should be incited somebody to action in construction
Structure reinforcing bars fixation prevents displacement, pre-buried deviation that cannot be more than 3mm；
Step 102, the size for determining blue bricks and arrangement mode when building by laying bricks or stones；When practice of construction, using rattler to blue bricks 1
It is 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, ensures that the dimensions of blue bricks 1 is consistent, corner angle are straight, the blue bricks 1 every five of milled is wrapped up in blanket one, is pricked with rope
Get up, handle with care, heap is divided to pile up, carries out protection work of the blue bricks 1 before building by laying bricks or stones；
When practice of construction, the specific size of the blue bricks is：It is upper and lower to be located at the pressure joist 2 in the clear water masonry
The V-shaped groove being used in combination with the pressure joist 2 is offered on two skin blue bricks 1；Clear water masonry packet is built in frame column node construction,
The size of the blue bricks 1 is 240mm × 60mm × 53mm, 120mm × 60mm × 53mm；Clear water masonry packet is built frame 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 packet is built in lintel or the 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 packet is built in constructional column node construction, the blue bricks 1
Size be 240mm × 60mm × 40mm, 120mm × 60mm × 40mm；
Step 103, levelling positioning, include the following steps：
The benchmark mortar joint of step 1031, the unified concrete frame structure, the exterior wall of the concrete frame structure are equal
For horizontal straight joint；
Step 1032 presses full sized brick THICKNESS CALCULATION clear water masonry skin number according to floor height, and 1 skin number of the blue bricks is adjusted to integer；
Step 1033, by the blue bricks metope and ORIENTED DOOR AND WINDOW DESIGN size 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, include 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 as design length；
Step 1042, the top of a wall inner corner trim blue bricks 1 for adjusting the 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 adjustment mode is as follows：It adjusts first
The leveling mortar thickness of whole clear water masonry bottom, if the mode skin number by adjusting leveling mortar thickness is unsatisfactory for integer
When, then by adjusting the thickness of horizontal mortar joint, adjustment amount≤1mm of each horizontal mortar joint is adjusted to whole by more skins
Number requires；
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 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 as 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 and design by adjusting vertical mortar joint
When length is identical, the brick by adjusting the blue bricks 1 arranged along length direction in the clear water masonry is long, the brick of every block of blue bricks 1
Long decrement≤5mm, and the livable middle symmetrical adjustment of blue bricks 1；
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 be adjusted described
The top of a wall length of gable, and readjust gable according to step 1041 and arrange brick.
As shown in Fig. 2-1, Fig. 2-2, in the present embodiment, the blue bricks 1 of pressure 2 upper and lower two skin of joist is laid in being adjacent to
When being cut, opened up on the blue bricks 1 with the 2 matched V-shaped groove of size of the pressure joist, the size of the V-shaped groove with
The match specifications of the pressure joist separately to various special shaped bricks and seven carry out clip, when practice of construction, institute using cutting machine
The diameter for stating pressure joist 2 is preferably φ 6.5, groove depth >=5mm of V-shaped groove, groove width >=10mm.
In the present embodiment, when the clear water masonry wall is built by laying bricks or stones to away from the pressure joist 2 absolute altitude, one skin brick, using offering V
The blue bricks 1 of shape slot and will open up V-shaped groove blue bricks 1 notch upward, along it is described pressure joist 2 length direction build by laying bricks or stones, then spread
Slurry, after the pressure joist 2 is pre-buried, downward using the notch of the blue bricks 1 for offering V-shaped groove and blue bricks 1 that V-shaped groove will be opened up,
Length direction along the pressure joist 2 is built by laying bricks or stones.
In the present embodiment, clear water masonry packet is built in the work progress of frame Column border node, and the blue bricks 1 cut according to step 2 is pressed
Phototypesetting hot line and the suitable mode of one fourth one of marked rod are building the crust for wrapping up the frame column 3, the clear water masonry wall and frame by laying bricks or stones
3 node of trestle is anchored by pre-buried pressure joist 2, and one end that the pressure joist 2 is inserted into the clear water masonry wall is arranged to
Anchoring section is bent, 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, when practice of construction, the clear water masonry packet builds external corner part frame column node construction
In, when external corner part frame Column border node packet is built as shown in Fig. 3-1~Fig. 3-3 to the internal corner part of the frame column 3 of the external corner into
When row packet is built, the blue bricks 1 of 3 internal corner part clear water masonry of the frame column is full sized brick；When gable the top of a wall frame Column border node packet is built such as
When carrying out packet 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. 3-5,3 inner corner trim portion of the frame column
The blue bricks 1 of position clear water masonry is full sized brick；To the middle part as shown in Fig. 3-6, Fig. 3-7 when gable the top of a wall frame Column border node packet is built
When the internal corner part of the frame column 3 of position carries out packet block, the blue bricks 1 of 3 internal corner part clear water masonry of the frame column is full sized brick；
The size of the blue bricks 1 is 240mm × 60mm × 53mm, 120mm × 60mm × 53mm, and the frame column 3 is cut
Face size>Described to press the horizontal and vertical of joist 2 when 500mm, from the bottom of the frame column 3, joist is pressed in implantation successively upwards
2, it is described pressure joist 2 laying specification be：6.5@500 of φ, the specification of the bending anchoring section are：The long crotch of 90 ° of 3d.
In the present embodiment, clear water masonry packet is built in Vierendeel girder node construction, as shown in Fig. 4-1, one layer of the frame structure
Vierendeel girder is arranged at outdoor absolute altitude -0.070m, and the elevation of bottom of the clear water masonry wall is more exposed than one layer of Vierendeel girder
The low skin of absolute altitude；It is built by laying bricks or stones described in package according to the suitable mode of row's hot line and one fourth one of marked rod according to the blue bricks 1 of step 2 cutting
The crust of Vierendeel girder 4, the clear water masonry wall and 4 node of Vierendeel girder are anchored by pre-buried pressure joist 2, the pressure joist
2 one end for being inserted into the clear water masonry wall are arranged to bend anchoring section, and the bending anchoring section is laid in the V-arrangement of the blue bricks 1
In slot；
When 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>When 500mm, the cross of the pressure joist 2
To and it is longitudinal, from the bottom of the frame column 4, implantation pressure joist 2, the laying specification of the pressure joist 2 are successively upwards：φ
6.5@500, the specification for bending anchoring section are：The long crotch of 90 ° of 3d；
When practice of construction, one layer of Vierendeel girder is basic beam；
When 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 described
The bottom in 4 deck-molding direction of Vierendeel girder, it is therefore an objective to which the blue bricks 1 that the Vierendeel girder 4 is built to packet plays support and supporting role, such as Fig. 4-
Shown in 2, the reinforced concrete band of two layers of Vierendeel girder of the frame structure is arranged in the top in 4 deck-molding direction of the Vierendeel girder, institute
The gap pea gravel concreten 6 stated between two layers of Vierendeel girder bottom and clear water masonry fills up, the size of the reinforced concrete band
For：Width × height=50mm × 60mm, the reinforced concrete band position with 240mm × 60mm × 10mm, 120mm × 60mm ×
Two kinds of specification brick bats of 10mm are pasted, the remaining Vierendeel girder 4 use size for 240mm × 60mm × 53mm, 120mm × 60mm ×
The blue bricks 1 of 53mm carries out packet block.
In the present embodiment, clear water masonry packet is built in the construction of door-window opening girder connection, and the deck-molding of the door-window opening beam 7 is super
When crossing 200mm, the door-window opening beam steel 8 of installation is bound before casting concrete described in formwork reinforcement.
When practice of construction, the door-window opening beam 7 is collar tie beam or lintel；
As shown in Fig. 5-1, Fig. 5-2, when practice of construction, the width of the lintel of door opening 11 or the collar tie beam of door opening 11 is than clear
The small 80mm of width of water masonry, the lintel of door opening 11 or the circle depth of beam of door opening 11 are calculated by design and are determined, the blueness
The size of brick 1 is 240mm × 60mm × 40mm, 120mm × 60mm × 40mm.
As shown in Fig. 5-3, Fig. 5-4, when practice of construction, the width of the lintel of window hole 10 or the collar tie beam of window hole 10 is than clear
The small 80mm of width of water masonry, the lintel of window hole 10 or the circle depth of beam of window hole 10 are calculated by design and are determined, the blueness
The size of brick 1 is 240mm × 60mm × 40mm, 120mm × 60mm × 40mm；
In the present embodiment, in the construction of metope carve node, offers in the metope carve 14 and laid for tension member 13
Slot, the slot opens up along the short transverse of the metope carve 14, when back building wall position opposite with the slot
It installs and is equipped with concealed beam 15, the back wall is clear water masonry, and the tension member 13 is T-type tension rib, the T-type tension rib
One end is arranged in the slot, and the other end of the T-type tension rib is laid in the concealed beam 15；
When practice of construction, metope carve 14 is tile carving or embossment, the height of the concealed beam 15 according to the tile carving or
The height of embossment monolithic is arranged；
When practice of construction, patch is first filled up in anchor slot when hanging plus glairin cement mortar, then uses 1:2 cement mortar are special
It is pasted with tile paste mortar, and by 13 insertion groove of tension member, patch clears up the cement mortar of spilling after hanging dry
Only, building adhesive is mixed in the cement mortar；
When practice of construction, the tile carving or embossment want horizontal, vertical direction bracing wire when installing, and the height installed daily is not
It obtains and is more than 1m~1.2m.
When practice of construction, after the tile carving or embossment patch are hung, the piece of the tile carving or embossment is with 1:1 plain cement hooks
Seam.
The above is only presently preferred embodiments of the present invention, is not imposed any restrictions to the present invention, every according to the present invention
Technical spirit changes any simple modification, change and equivalent structure made by above example, still falls within skill of the present invention
In the protection domain of art scheme.
Claims (10)
1. a kind of ancient building concrete structure outsourcing clear water masonry construction method, which is characterized in that this approach includes the following steps：
Step 1: the Deepen Design of node：According to the actual size of concrete on construction site frame structure, structural working drawing and build
Build construction drawing, the construction and the clear water masonry and concrete frame structure structure of design concrete frame structure outsourcing clear water masonry
At node drawknot anchoring structure；
The node that the clear water masonry is constituted with concrete frame structure includes frame column (3), Vierendeel girder (4), door-window opening beam
(7), constructional column (12), metope overwrought (14) and shaped window, the door-window opening beam (7) are collar tie beam or lintel, the metope carving
It is tile carving or embossment to adorn (14)；
Step 2: blue bricks cutting and drawknot anchor bar it is pre-buried：According to the design result of step 1, process needed for 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
Building by laying bricks or stones for clear water masonry is carried out at absolute altitude upwards in turn, in the building process of clear water masonry, clear water masonry and concrete frame
It is as follows that the packet for the node that structure is constituted builds work progress：
Clear water masonry packet build frame Column border node work progress be：According to the design result of step 1, pre-buried drawknot anchor bar,
The drawknot anchor bar is pressure joist；The blue bricks of step 2 cutting is built into package frame by row's hot line and one fourth of marked rod, one facing bond
The crust of trestle (3)；
Clear water masonry packet build frame girder connection work progress be：According to the design result of step 1, 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
Periphery is built with the blue bricks packet that step 2 is cut, and Vierendeel girder (4) rest part is built by row's hot line and one fourth one of marked rod along packet；
Clear water masonry packet build door-window opening girder connection work progress be：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 binding, and the blue bricks that step 2 is cut is pressed
Row's hot line and one fourth of marked rod, one facing bond build door-window opening beam (7) periphery to the top of the door-window opening beam (7), for 24 hours
Door and window hole lintel is poured with pea gravel concreten afterwards, and uses and manually vibrates；
Clear water masonry packet build construction Column border node work progress be：The constructional column reinforcing bar of the constructional column (12) is installed in binding
(11), the blue bricks of step 2 cutting is built to the periphery of the constructional column reinforcing bar (11) by row's hot line and one fourth of marked rod, one facing bond,
It often builds 250mm high by laying bricks or stones and pours a pea gravel concreten, and artificial vibration compacting, until constructional column (12) packet is finished building into；
The work progress of metope carve node is：When clear water masonry is built by laying bricks or stones to the bottom absolute altitude of metope overwrought (14), carved according to metope
The thickness of decorations (14) builds the back wall of metope overwrought (14) by laying bricks or stones, and concealed beam (15), the concealed beam are provided in the back wall
(15) tension member (13) of pre-buried metope overwrought (14) in；
Clear water masonry packet build shaped window node work progress be：The clear water masonry is built by laying bricks or stones to special-shaped window opening bottom absolute altitude
Afterwards, installation shaped window cranse (16)；Surrounding's wall with three skins one by building shaped window cranse (16) by laying bricks or stones with the method that five skins one are hung；
Step 4: jointing：After the completion of concrete frame structure outsourcing clear water masonry is built by laying bricks or stones, unify jointing, the hook from top to bottom
Slit formula is flush joint, and the depth of the jointing is 6mm.
2. a kind of ancient building concrete structure outsourcing clear water masonry construction method described in accordance with the claim 1, it is characterised in that：
Include that the size of blue bricks is designed and is built by laying bricks or stones to the tectonic sieving of concrete frame structure outsourcing clear water masonry in step 1
When the arrangement of blue bricks is designed, specifically include following steps：
Step 101, according to the actual size of 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, include the following steps：
The benchmark mortar joint of step 1031, the unified concrete frame structure, the exterior wall of the concrete frame structure is water
Flat straight joint；
Step 1032 presses full sized brick THICKNESS CALCULATION clear water masonry skin number according to floor height, and the blue bricks skin number is adjusted to integer；
Step 1033, by the blue bricks metope and ORIENTED DOOR AND WINDOW DESIGN size sequenced, adjust the blue bricks arrangement of the door window side, the blueness
Brick is full sized brick；
Step 104, row's brick put down bottom, include 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 adjustment clear water masonry gable the blue bricks of the top of a wall inner corner trim be full sized brick.
3. a kind of ancient building concrete structure outsourcing clear water masonry construction method according to claim 2, it is characterised in that：
The skin number of the blue bricks is adjusted to integer in step 1032, adjustment mode is：Clear water masonry bottom is adjusted first
Leveling mortar thickness, if the mode skin number by adjusting leveling mortar thickness is still unsatisfactory for integer, by adjusting level
The mode of gray seam thickness adjusts the skin number of blue bricks, 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 adjustment mode is：Finely tune the door
The width and height of the plan-position of window hole and the door-window opening, the absolute altitude after adjustment at the top of the door and window are constant；
The computational length that every section of clear water masonry is adjusted in step 1041 is identical as 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 and design length phase by adjusting vertical mortar joint
Meanwhile it then being grown along the brick of the blue bricks of length direction arrangement to adjust the calculating of every section of clear water masonry by adjusting in the clear water masonry
Length is identical as design length, the long decrement≤5mm of brick of every block of blue bricks, and the livable middle symmetrical adjustment of blue bricks；
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 adjusts first
The mortar joint of the whole clear water masonry, if the blue bricks by adjusting the mortar joint inner corner trim that is still unsatisfactory for the gable the top of a wall of clear water masonry is
Full sized brick should adjust the top of a wall length of the gable, and readjust gable according to step 1041 and arrange brick.
4. a kind of ancient building concrete structure outsourcing clear water masonry construction method described in accordance with the claim 1, it is characterised in that：
To be adjacent to be laid in it is described pressure upper and lower two skin of joist blue bricks cut when, opened up on the blue bricks and the pressure joist
The matched V-shaped groove of size, the match specifications of the size of the V-shaped groove and the pressure joist, separately to various special shaped bricks and seven,
Clip is carried out using cutting machine.
5. a kind of ancient building concrete structure outsourcing clear water masonry construction method according to claim 4, it is characterised in that：
When the clear water masonry is built by laying bricks or stones to away from the one skin brick of pressure joist absolute altitude, using the blue bricks for offering V-shaped groove 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, using offering V-arrangement
The blue bricks of slot and will open up V-shaped groove blue bricks notch downward, along it is described pressure joist length direction build by laying bricks or stones.
6. a kind of ancient building concrete structure outsourcing clear water masonry construction method according to claim 4, it is characterised in that：
Clear water masonry packet is built in the work progress of frame Column border node, according to the blue bricks of step 2 cutting according to row's hot line and one fourth of marked rod
One suitable mode wraps up the crust of the frame column (3) building by laying bricks or stones, and the clear water masonry and frame Column border node pass through pre-buried pressure
Joist is anchored, and one end that the pressure joist is inserted into 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. a kind of ancient building concrete structure outsourcing clear water masonry construction method according to claim 4, it is characterised in that：
Clear water masonry packet is built in Vierendeel girder node construction, and one layer of Vierendeel girder (4) of the frame structure is arranged in outdoor absolute altitude -0.070m
Under, an elevation of bottom skin lower than the exposed absolute altitude of one layer of Vierendeel girder (4) for the clear water masonry；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 one fourth one of marked rod
It is anchored by pre-buried pressure joist with frame girder connection, one end that the pressure joist is inserted into the clear water masonry is arranged to curved
Anchoring section is rolled over, the bending anchoring section is laid in the V-shaped groove of the blue bricks.
8. a kind of ancient building concrete structure outsourcing clear water masonry construction method described in accordance with the claim 1, it is characterised in that：
Clear water masonry packet 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) of installation is bound before solidifying soil described in formwork reinforcement.
9. a kind of ancient building concrete structure outsourcing clear water masonry construction method described in accordance with the claim 1, it is characterised in that：
In the construction of metope carve node, the metope offers the slot laid for tension member (13) on overwrought (14), and the slot is along institute
The short transverse for stating metope overwrought (14) opens up, and when back building wall, the position opposite with the slot was provided with concealed beam
(15), the back wall is clear water masonry, and the tension member (13) is T-type tension rib, and one end of the T-type tension rib is arranged
In the slot, the other end of the T-type tension rib is laid in the concealed beam (15).
10. a kind of ancient building concrete structure outsourcing clear water masonry construction method described in accordance with the claim 1, feature exist
In：It is filled up with mortar between the blue bricks around the shaped window cranse (16).
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| CN107391831B (en) * | 2017-07-14 | 2022-10-14 | 上海嘉实（集团）有限公司 | Vertical layout method and system of building blocks, storage medium and terminal |
| CN108343181B (en) * | 2018-01-13 | 2020-02-07 | 银广厦集团有限公司 | Novel clay brick outer wall and construction method |
| 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 |
| CN113737989A (en) * | 2021-09-10 | 2021-12-03 | 上海建为历保科技股份有限公司 | Construction method suitable for strengthening stability of wooden structure historic building partition wall |
| CN113775081B (en) * | 2021-09-18 | 2023-04-28 | 陕西建工第三建设集团有限公司 | Construction method of inner and outer leaf composite wall body of archaize 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 |
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