CN105113660B - A kind of construction method for the constructional column constructed simultaneously with frame structure filling wall - Google Patents
A kind of construction method for the constructional column constructed simultaneously with frame structure filling wall Download PDFInfo
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- CN105113660B CN105113660B CN201510362792.1A CN201510362792A CN105113660B CN 105113660 B CN105113660 B CN 105113660B CN 201510362792 A CN201510362792 A CN 201510362792A CN 105113660 B CN105113660 B CN 105113660B
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Abstract
The object of the present invention is to provide a kind of Constructional Col-umn Construction method for frame structure of low cost, solves the problem of construction of available frame structure filling wall construction column is complicated, and cost is higher, second-rate, long construction period.
Description
Technical field
The present invention relates to a kind of construction methods of the constructional column for constructing simultaneously with frame structure filling wall, further relate to this
Kind is for the constructional column of frame structure filling wall, the prefabricated section of constructional column of frame structure filling wall.
Background technology
In recent years, the earthquakes such as " 5.12 Wenchuan special violent earthquake ", " 4.20 Lushan violent earthquake " it turns out that, even if anti-seismic performance
Preferable frame structure system also causes filled wall to collapse or even entirely because filling unreasonable wall construction measure, globality poor
The example of frame structure failure is too numerous to mention, and very grave disaster is brought to people life property safety.Now, frame structure application
Extremely universal, a large amount of overlooking agriculture rooms have all used the structural system especially in post-disaster reconstruction.Frame structure fills the structure of wall
Make column can constrain wall enhancing globality promote its shearing strength, to frame structure filled wall energy consumption mitigation prevent from collapsing,
Ensure that main body beam column construction is most important safely.But it is very in actual frame structure filling wall construction column construction technology
Time-consuming working procedure, quality are often not easy to ensure.
The construction of conventional construction column is carried out by following work progress：The vertical constructional column steel reinforcement cage of binding branch；It builds a wall, and is built in wall
It is stayed when building and sets gingival cyst of mucous gland in the newborn stranding；Installation constitution column template pours constructional column concrete, concrete curing, form removal.
The construction period of the Constructional Col-umn Construction technique is 5 ~ 7 days, requires the binding of constructional column steel reinforcement cage according to existing in construction
Specification, template it is smooth and install securely, be of the required size, concrete vibrating is closely knit etc., it is desirable that there is higher construction technology,
It just can guarantee the quality of constructional column.
And wast rural area and villages and small towns area are relatively lagged behind due to economy and construction technology at present, and lack strong supervision and
Examination mechanism, leads to that Constructional Col-umn Construction is of poor quality, the unqualified generally existing of raw material.The structure of above-mentioned not quality assurance
It makes column to be difficult to play the effect of expected enhancing wall antidetonation shear-carrying capacity and restrained deformation, has actually resulted in cost and work
The waste of phase.
To solve the above-mentioned problems, a small amount of research institution has developed prefabricated merism column at present, but both for block
Body structure there have been no the constructional column that wall is filled for frame structure.For example, the Chinese patent of Publication No. CN201343823 is public
A kind of constructional column for masonry structure and its special precast segment are opened；The Chinese patent of Publication No. CN201915525U is public
A kind of Novel wall corner constructional column of block-concrete structure is opened；The Chinese patent of Publication No. CN203487705U discloses a kind of prefabricated
Section, prefabricated section assembly and antidetonation self-heat conserving constructional column.It is all made of the form that vertical muscle interts prefabricated section that passes through, but
Its construction method is all more difficult, and since globality is relatively difficult to guarantee, is not popularized in masonry structure.
Invention content
The object of the present invention is to provide a kind of construction methods for the constructional column constructed simultaneously with frame structure filling wall, solve
The problem of construction of available frame structure filling wall construction column is complicated, and cost is higher, second-rate, long construction period.
Another object of the present invention is to provide prepare this prefabricated section of the constructional column for frame structure.
It is special the object of the present invention is to provide such a articulated constuction column constructed simultaneously with frame structure filling wall
Sign is：
Including building block, negative and positive clamping device, straight slot（The notch of longitudinal reinforcement can be interted）Deng, it is characterised in that：Building block
It is equipped with the straight slots of two perforation building blocks, two bottom surfaces up and down, each building block each attached rib there are one concave or convex in two bottom surfaces up and down
Desk-top clamping device, the form that vertical muscle first passes through built-in fitting is pre-buried, and building block is installed according to wall form and vertical muscle and is coincide.
The present invention another feature is that frame structure filling wall construction column construction method have occurred subversiveness variation, apply
The process of work and the building construction of filling wall brick block are carried out at the same time.
The present invention, which is still further characterized by, is at negative and positive occlusion and is poured at straight slot self-expanding cement（Or epoxy resin mortar
Etc. cementitious materials all may be used）, after cement final set, by expanding cement prepare concrete in water free swelling rate be 8~10 ×
10-4, the seif-citing rate of 0.2~0.6MPa can be established in concrete, met compensation and shunk requirement, can reduce or prevent concrete from receiving
Contracting cracking, while the concrete that expanding cement is prepared is expansion self-stressed because inside foundation has, and stronger bond stress is generated with reinforcing bar,
The overall performance of entire constructional column is set to greatly improve.
Simultaneously in order to keep the globality of constructional column and filling wall unaffected, can drawknot be set at interval of several prefabricated sections
Muscle makes filling wall and the effective drawknot of constructional column, while being provided with and being rubbed with the hands with the gingival cyst of mucous gland in the newborn of wall snap-in, makes the knot of filling wall and constructional column
It closes more abundant.
In order to mitigate the weight of building block so that it is easy for construction, cavity, the cavity of upper and lower prefabricated section can be equipped in above-mentioned building block
It partly overlaps and constitutes the cavity of constructional column.It, can be appropriate in constructional column according to the different requirements for fortification against earthquake in each place
Cavity in casting concrete.
, should be first in the place for adding constructional column in order to easy for construction, upper roof respectively buries a four hole built-in fittings with lower flooring,
Before filling wall and Constructional Col-umn Construction, corresponding vertical muscle is put, and fix.In order to manufacture with it is easy for construction, it is assumed that on
It is four to state vertical muscle, and particular number is according to design configurations.
It, can be at interval of one or two or three in order to improve the globality and stability of constructional column for stirrup
Or three with last prefabricated section, and stirrup is arranged at joint, that is, mortar joint of prefabricated section.
It is another object of the present invention to what is be achieved：A kind of preparation method for frame structure filling wall construction column,
It is characterized in that：Vertical muscle is fixed in the embedded hole on built-in fitting, by welding or the method for bind as base first
Plinth, with building by laying bricks or stones for one skin of masonry way, one skin of tradition filling wall, prefabricated section building block adds the thickness of mortar joint and a skin brick to add ash
The thickness of seam is identical.The building block of prefabricated section is built by laying bricks or stones as a part for filling wall together simultaneously, prefabricated section passes through the logical of itself
Slot is inserted into preset vertical muscle in the horizontal direction, while pouring self-expanding cement in the straight slot of prefabricated section building block, and accompanies by and cut
Knife consolidates, and the two very little grooves reserved on the brick being connected with the prefabricated section of constructional column is filled in, preprepared drawknot
Muscle is fixed, and a small amount of cement mortar is used in combination to smooth out, and each prefabricated section is made of two blockworks.When wall and prefabricated section are contour
Afterwards, continue to install, hold the other prefabricated sections of installation successively on it based on this, until entire filling wall and constructional column are simultaneously
Build completion by laying bricks or stones.
Preferably, it is 4 either 6 or 8 to indulge muscle.
Preferably, prefabricated section building block adds the thickness of mortar joint to be 600mm.
It being required according to building code requirements, the type for filling wall is broadly divided into "-" type, L-type, cross, T-shaped, for
Different filling walls, the direction that corresponding gingival cyst of mucous gland in the newborn is rubbed with the hands are different.So there is the plan of establishment that following gingival cyst of mucous gland in the newborn is rubbed with the hands：For "-" type
Wall, should be in the respectively one gingival cyst of mucous gland in the newborn stranding of setting of two opposite sides of four-prism；It, should be the two of four-prism for T font walls
Respectively one gingival cyst of mucous gland in the newborn of setting is rubbed with the hands for a side and an end face；For cross wall, should be held two sides of four-prism and two
Respectively one gingival cyst of mucous gland in the newborn of setting is rubbed with the hands in face.According to existing relevant regulations, in order to easy for construction, the height that above-mentioned gingival cyst of mucous gland in the newborn is rubbed with the hands is the thickness of one piece of brick
The sum of the thickness of mortar joint between degree or polylith brick and polylith brick.In order to which the present invention is easy to operate, the prefabricated section of constructional column is realized
Build the synchronization of building by laying bricks or stones of same filled wall by laying bricks or stones, a prefabricated section is made of two blockworks, the thickness and brick of each blockwork
Block thickness is identical, and the sum of the thickness of two blockworks and the thickness of mortar joint are the thickness that gingival cyst of mucous gland in the newborn is rubbed with the hands.
Beneficial effects of the present invention are：
1, the construction technology and flow of conventional frame structure constructional column have been broken.Traditional constructional column is work from binding Zhi Li
Constructional column steel reinforcement cage；It builds a wall, and is stayed in building wall and set gingival cyst of mucous gland in the newborn stranding；Installation constitution column template pours constructional column concrete, mixes
Solidifying soil maintenance, form removal.And the prefabricated section of the present invention can simultaneously be built by laying bricks or stones with wall, its working procedure is made to be dissolved into masonry panel
Part reduces a procedure for the construction of building.
2, the construction period of traditional frame structure constructional column probably needs 5~7 days, pass through this prefabricated section assembly
Construction technology substantially reduces the duration.
3, to prepare constructional column according to the present invention at low cost.The preparation of prefabricated section can with preparation of industrialization, factory for prefabrication
To be produced in batches, facilitate popularization；It eliminates in traditional handicraft simultaneously, banding steel cage, the making of steel form, and corresponding
Labour cost etc..
4, it is traditional it is artificial pour Constructional Col-umn Construction quality and cannot be guaranteed, it is poor that there is concrete densities, or even deposits
The honeycomb, pitted skin the problems such as.Prefabricated section, which is factory produced, can make quality obtain a series of guarantee.
5, the thickness of the blockwork of this prefabricated section is smaller, lighter weight, to construction without particular/special requirement, easy for construction, side
Just it is promoted in villages and small towns area.
6, the present invention solves the problems, such as capital concrete leakiness well, connect poor, greatly raising with floor
Its globality.
7, the present invention can adequately save material, and for junior area of providing fortification against earthquakes, cavity may be used,
For higher area of providing fortification against earthquakes, Concrete Filled cavity may be used, the number for filling cavity is set according to its bearing capacity
Depending on meter requires.
Description of the drawings
Fig. 1 is the dimensional structure diagram of the filling wall construction column of "-" type wall of the present invention；
Fig. 2 is the dimensional structure diagram of the building block of the prefabricated section of bottom of "-" type wall of the present invention；
Fig. 3 is the volume rendering structural schematic diagram of the building block of the prefabricated section of bottom of "-" type wall of the present invention；
Fig. 4 is the dimensional structure diagram of the prefabricated section of bottom of "-" type wall of the present invention；
Fig. 5 is the cross-sectional view of the prefabricated section of bottom of "-" type wall of the present invention；
Fig. 6 is the dimensional structure diagram of the building block of the prefabricated section of the second layer of "-" type wall of the present invention；
Fig. 7 is the dimensional structure diagram of the building block of the prefabricated section of the second layer of "-" type wall of the present invention；
Fig. 8 is the volume rendering structural schematic diagram of the building block of the prefabricated section of the second layer of "-" type wall of the present invention；
Fig. 9 is the simple flat surface schematic diagram of the constructional column of "-" type wall of the present invention；
Figure 10 is the diagrammatic cross-section of the constructional column of "-" type wall of the present invention；
Figure 11 is the joint schematic diagram of the bottom of "-" type wall of the present invention prefabricated section and the prefabricated section of the second layer；
Figure 12 is the dimensional structure diagram of the prefabricated section of two with tension rib of "-" type wall of the present invention；
Figure 13 is the dimensional structure diagram of the prefabricated section building block equipped with stirrup of "-" type wall of the present invention；
Figure 14 is the dimensional structure diagram of the filling wall construction column of T fonts wall of the present invention；
Figure 15 is the volume rendering structural representation of the building block in the filling longer prefabricated section of wall construction column of T fonts wall of the present invention
Figure；
Figure 16 is the diagrammatic cross-section of two building blocks in the filling longer prefabricated section of wall construction column of T fonts wall of the present invention；
Figure 17 is the diagrammatic cross-section of the two prefabricated section junction of filling wall construction column of T fonts wall of the present invention；
Figure 18 is the dimensional structure diagram of the two prefabricated section junction of filling wall construction column of T fonts wall of the present invention；
Figure 19 is the dimensional structure diagram of the filling wall construction column of the cross wall of the present invention.
In figure, 1. filling wall standard bricks, 2. frame structures fill wall construction column, and 3. constructional columns indulge muscle, and 4. cavitys, 5. is logical
Slot, 6. convex shuttle table type clamping devices, 7. concavity shuttle table type clamping devices, the prefabricated section building blocks of 8.240mm, the prefabricated sections of 9.240mm,
The prefabricated section building blocks of 10.360mm, the prefabricated sections of 11.360mm, 12. constructional column gingivals cyst of mucous gland in the newborn are rubbed with the hands, 13. constructional column tension ribs, 14. construction ties
Muscle reserves mortar joint（Annular groove）, 15 self-expanding cement（Or epoxy resin mortar）, 16. stirrups, 17. lateral tension ribs, 18. pistons,
19. pouring hole.
Specific implementation mode
The present invention will be described with reference to the accompanying drawings and detailed description, wherein mainly filling wall construction to "-" type
The prefabricated section and its construction method of column are described in detail, and wall construction column and cross filling wall construction column are filled to T fonts
Prefabricated section and its construction method be briefly described.
Prefabricated section assembly and the construction of novel filling wall construction column include the following steps：
1, embedding four hole built-in fitting.In early period constructs, according to design drawing, the column bottom surface at constructional column setting and column
Embedding four hole built-in fitting is distinguished at top surface, for the longitudinal reinforcement in fixture construction column.
2, fixed longitudinal reinforcement.According to the design height of constructional column and it is subject to excess length appropriate, intercepts reinforcing bar so that
Reinforcing bar is inserted into four hole built-in fitting sufficient lengths, and can be welded and fixed reinforcing bar and built-in fitting according to actual conditions.
3, the type of prefabricated section is determined.According to the type of filling wall（"-" type, T-type or cross）, determine that constructional column is pre-
Make the type of section and corresponding blockwork type.
4, building by laying bricks or stones for wall and constructional column is filled.
1）Single layer is built by laying bricks or stones：As shown in Figure 1, by constructional column blockwork with filling wall standard brick 1 it is synchronous in layer by
Under up build by laying bricks or stones.When building structure column prefabricated section, as shown in Fig. 2, the prefabricated section building blocks 8 of 240mm pass through this by the straight slot 5 of building block
Preceding fixed constructional column vertical in advance indulges muscle 3, determines the position of blockwork, is then poured into the straight slot of blockwork 5
Cement mortar is used in combination brick knife by tapping blockwork by cement mortar vibration compacting, keeps blockwork effective with longitudinal reinforcement
Bonding, formed whole.Also conventional cement mortar can be changed to expansive cement mortar so that groove gap is completely filled out
It fills, increases the bonding of blockwork and longitudinal reinforcement, reach better globality effect.
2）It builds by laying bricks or stones longitudinal direction：Such as Fig. 4, shown in Fig. 5, two identical 240mm blockworks form a prefabricated section, prefabricated block
By the convex shuttle table type clamping device 6 of building block between block, concavity shuttle table type clamping device is engaged, and is accompanied by and is built by laying bricks or stones when building by laying bricks or stones
Self-expanding cement mortar so that biting the end of knot is more closely between blockwork.By taking the prefabricated section of "-" type wall as an example, prefabricated section building block is divided into
Two types, one kind are the prefabricated sections 11 of 360mm, long edge size 360mm；One kind is the prefabricated sections 9 of 240mm, and long edge size is
240mm, two type blockwork broadbands are 204mm, and thickness is 53mm.The different types of prefabricated section building block of constructional column adds
The thickness of mortar joint, substantially 60mm.The length difference of the prefabricated section of two types is 120mm, and constructional column is vertically prefabricated by two types
Section is alternately built by laying bricks or stones, is formed since the length difference between the prefabricated section of length is formed between the protrusion of each 60mm in both sides and filling wall building block
Horse tooth trough combines, and prefabricated merism column is made to link as a whole with filled wall.For the prefabricated section building block of T font walls, there is one
The prefabricated section building block of class is rectangular, and its side length is 300mm, thickness 53mm.
The construction of tension rib：If Figure 12 illustrates the dimensional structure diagram of tension rib between two prefabricated sections, according to phase
The construction for going deep into wall and being not less than one meter of length need to be arranged in the regulation for closing specification every 500mm between constructional column and filled wall
Column tension rib 13, tension rib 13 stretch into wall and are accompanied by masonry mortar floating, i.e., tension rib 13 is embedded among mortar joint, to enhance construction
Constraint of the column to filled wall improves the performance of constructional column and the common stress of wall.For enable prefabricated merism column preferably with
Filled wall forms entirety, effectively constrains filled wall, reaches scheduled purpose.Prefabricated merism column also uses tension rib
The connection of enhancing and wall is set.Its construction procedure is：（1）According to the design of filled wall and prefabricated merism column, really
The length and type for determining tension rib 13, by taking "-" type wall as an example, according to design pre-production tension rib, tension rib both ends are made as
The crotch of L-type, and ensure that the length of tension rib 13 meets design requirement.（2）When masonry panel and prefabricated section, vertical prefabricated joint number
When amount often reaches four, a tension rib 13 is just set, tension rib 13 is four, prefabricated section each side placed side by side two
Root, as shown in figure 12,13 one end crotch of tension rib stretch into prefabricated section along wall, indulge muscle completion with the advance fixed other side and take
Connect, when four tension ribs overlapped with vertical muscle complete and regular placement on the wall after, just repeat filling wall building block and prefabricated section
Building block is built by laying bricks or stones, and tension rib is made to submerge among masonry mortar i.e. mortar joint, and ensures that the thickness of mortar joint is uniform and full.
The construction of stirrup：If Figure 13 is the stereochemical structure signal of the prefabricated section building block equipped with stirrup of "-" type wall of the present invention
Figure, in present Constructional Col-umn Construction, there is stirrup constraint to indulge muscle transversely deforming, the shear resistance for improving constructional column, convenient for vertical
Muscle binds the effect to form steel reinforcement cage.It, should also be by the certain positions of constructional column according to the requirement of specification to the constructional column of different location
It is set as hoop reinforcement.For the prefabricated merism column of the utility model, as shown in figure 13, since blockwork is by the way that one end is arranged
The not opening straight slot 5 of open at one end passes through vertical muscle to reach precalculated position, so that longitudinal reinforcement is passed through blockwork, and in straight slot 5
Closely knit masonry cement mortar or expanding cement are filled, blockwork and vertical muscle are formed into entirety, and then form prefabricated merism column
It is whole.In order to make up partial impairment of 5 one end open of straight slot, the one section of closing structure to vertical muscle restriction ability, in conjunction with the convenience of construction
And blockwork makes simply.By taking the prefabricated section building block corresponding to "-" type wall as an example, as shown in figure 13, prefabricated section is each grown
The upper surface of building block is both provided with annular groove and the reserved mortar joint of construction column tie-bar for placing stirrup, and stirrup spacing can basis
Design requirement is adjusted, and non-encrypted area stirrup spacing is set as 240mm, i.e., a stirrup is arranged every two prefabricated sections, right
The stirrup spacing of encrypted area is adjusted to 120mm, i.e., a stirrup is arranged every a prefabricated section.Stirrup is uniformly made as in advance
Structure as shown in figure 13, build by laying bricks or stones it is prefabricated section need be arranged stirrup when, by stirrup be open along blockwork groove opening side to not
The side direction that is open movement surrounds vertical muscle wherein, stirrup is then open both sides to pressing off conjunction, and stirrup is pressed into prefabricated section institute
The preset annular groove 14 for placing stirrup, while with cement mortar or expanding cement to prefabricated section trench fill,
Annular groove 14 is filled and is polished, building by laying bricks or stones for last building block is then carried out.
T-shaped prefabricated merism column：Such as Figure 14,15,16,17,18, respectively show the filling wall construction column of T font walls
Dimensional structure diagram；The volume rendering structural schematic diagram of building block in the filling longer prefabricated section of wall construction column of T font walls；
The diagrammatic cross-section of two building blocks in the filling longer prefabricated section of wall construction column of T font walls；The filling wall construction column two of T font walls
The diagrammatic cross-section of prefabricated section junction；The dimensional structure diagram of the two prefabricated section junction of filling wall construction column of T font walls.
Due to the prefabricated merism column corresponding to T-shaped filling wall（Referred to as T-shaped prefabricated merism column）It is filled compared to "-" type
Prefabricated merism column corresponding to wall needs to carry out biting the end of knot by the form of building by laying bricks or stones of horse tooth trough with the filled wall of three sides, so T
The prefabricated merism column of font is made of two kinds of prefabricated section, and two prefabricated sections are vertical and alternately build by laying bricks or stones, as shown in figure 15.Figure 15 is
Prefabricated section building block in "-" type wall of the facing bond in T-shaped filling wall, long edge size 360mm, short side dimension are
240mm, thickness 53mm.There are one the prefabricated section for facing bond in another vertical filling wall, long edge size 300mm, short sides
Size is 240mm, thickness 53mm.The prefabricated section of two types fills the prefabricated section phase of wall construction column with foregoing "-" type
Seemingly, it is provided with the straight slot of one end open one end closure, while long side is equipped with the ring for placing stirrup compared with the prefabricated section of long type
Connected in star.For the convenience built by laying bricks or stones, setting such as Figure 16 of prefabricated section negative and positive diamond shape clamping device, shown in Figure 17.T-shaped prefabricated section
The construction procedure of constructional column is consistent with the prefabricated merism column construction procedure of "-" type.
Cross prefabricated merism column：Since the cross prefabricated merism column corresponding to cross filling wall is compared to T
Font fills the T-shaped prefabricated merism column corresponding to wall, needs to build shape by laying bricks or stones by horse tooth trough 12 with the filled wall of four sides
Formula carries out biting the end of knot, so the prefabricated merism column of cross is made of the prefabricated section of constructional column of identical size, as shown in Figure 19, in advance
System section is mutually perpendicular to and alternately builds by laying bricks or stones.It is 360mm, short side ruler that the size of the prefabricated section building block of the prefabricated section of cross, which is long edge size,
Very little is 240mm, thickness 53mm.Prefabricated section is similar with the prefabricated section of foregoing "-" type filling wall construction column, is provided with one end
The straight slot that open at one end is closed, while the top surface of each prefabricated section or bottom surface are provided with the annular groove for placing stirrup.Prefabricated section
Negative and positive diamond shape clamping device is set to prefabricated section center.The construction procedure of the prefabricated merism column of cross and the prefabricated section structure of "-" type
It is consistent to make column construction procedure.
Claims (7)
1. a kind of construction method for the constructional column constructed simultaneously with frame structure filling wall, it is characterised in that：Vertical muscle is led to first
The method for crossing welding or bind, is fixed in the embedded hole on built-in fitting, based on this, with the side of building by laying bricks or stones of tradition filling wall
One skin of formula, one skin is built by laying bricks or stones, and prefabricated section building block adds the thickness of mortar joint to add the thickness of mortar joint identical with a skin brick；Prefabricated section
Building block is built by laying bricks or stones as a part for filling wall together simultaneously, and prefabricated section is inserted into preset in the horizontal direction by the straight slot hole of itself
Vertical muscle, while self-expanding cement is poured in the straight slot of prefabricated section building block, and chopper tamping is accompanied by, it is filled in prefabricated with constructional column
The two very little grooves reserved on the brick being connected are saved, preprepared tension rib is fixed, a small amount of cement mortar is used in combination to smear
Flat, each prefabricated section is made of two blockworks；After wall and contour prefabricated section, continue to install, based on this at it
Other prefabricated sections are installed in upper end successively, until entire filling wall and constructional column build completion by laying bricks or stones simultaneously.
2. a kind of construction method for the constructional column constructed simultaneously with frame structure filling wall, it is characterised in that：Include the following steps：
The first step：Embedding four hole built-in fitting；In early period constructs, according to design drawing, column bottom surface at constructional column setting and
Embedding four hole built-in fitting is distinguished at the face of capital, for the longitudinal reinforcement in fixture construction column；Second step：Fixed longitudinal reinforcement；Root
According to constructional column design height and be subject to excess length appropriate, intercept reinforcing bar so that reinforcing bar is inserted into four hole built-in fittings foots
Enough length, and can be welded and fixed reinforcing bar and built-in fitting according to actual conditions；
Third walks：Determine the type of prefabricated section；According to the type of filling wall, the type of the prefabricated section of constructional column and corresponding pre- is determined
Block type processed；
4th step：Filling wall and constructional column are built by laying bricks or stones；
Single layer is built by laying bricks or stones：By constructional column blockwork, wall standard brick 1 is synchronous builds by laying bricks or stones from lower to upper in layer with filling；
When building structure column prefabricated section, the prefabricated section building blocks 8 of 240mm are passed through vertical in advance before this fixed by the straight slot 5 of building block
Constructional column indulges muscle 3, determines the position of blockwork, then pours into cement mortar into the straight slot of blockwork 5, brick knife is used in combination
By tapping blockwork by cement mortar vibration compacting, so that blockwork is effectively bonded with longitudinal reinforcement, formed whole；
Conventional cement mortar can be changed to expansive cement mortar so that groove gap is completely filled, and is increased blockwork and is indulged
To the bonding of reinforcing bar, reach better globality effect；
It builds by laying bricks or stones longitudinal direction：Two identical 240mm blockworks form a prefabricated section, pass through the convex of building block between blockwork
Shuttle table type clamping device 6, concavity shuttle table type clamping device is engaged, and is accompanied by when building by laying bricks or stones and is built self-expanding cement mortar by laying bricks or stones so that
More closely, by taking the prefabricated section of "-" type wall as an example, prefabricated section building block is divided into two types, Yi Zhongwei for biting the end of knot between blockwork
The prefabricated sections 11 of 360mm, long edge size 360mm；One kind is the prefabricated sections 9 of 240mm, long edge size 240mm, the prefabricated block of two types
Block width is 204mm, and thickness is 53mm；The different types of prefabricated section building block of constructional column adds the thickness of mortar joint, is 60mm；
The length difference of the prefabricated section of two types is 120mm, and constructional column is vertically alternately built by laying bricks or stones by the prefabricated section of two types, since length is prefabricated
Length difference between section forms formation horse tooth trough between the protrusion of each 60mm in both sides and filling wall building block and is combined, and makes prefabricated merism
Column links as a whole with filled wall；For the prefabricated section building block of T font walls, it is rectangular, side to have a kind of prefabricated section building block
A length of 300mm, thickness 53mm.
3. a kind of construction method for the constructional column constructed simultaneously with frame structure filling wall according to claim 1, feature
It is：Tension rib is set between two prefabricated sections of constructional column, needs setting to go deep into wall between constructional column and filled wall and is not less than
The constructional column tension rib 13 of one meter of length, tension rib 13 stretch into wall and are accompanied by masonry mortar floating, i.e., tension rib 13 is embedded in mortar joint
Among, to enhance constraint of the constructional column to filled wall, improve the performance of constructional column and the common stress of wall；To make prefabricated section structure
Entirety can preferably be formed with filled wall by making column, effectively constrained filled wall, reached scheduled purpose；Prefabricated merism column
Also the setting of tension rib is used to enhance the connection with wall, construction procedure is：(1) according to filled wall and prefabricated merism column
Design, determine the length and type of tension rib 13, for "-" type wall, according to design pre-production tension rib, draw
Knot muscle both ends are made as the crotch of L-type, and ensure that the length of tension rib 13 meets design requirement；(2) masonry panel and prefabricated section
When, when vertical prefabricated joint number amount often reaches four, a tension rib 13 is just set, tension rib 13 is four, prefabricated section left and right two
Each two placed side by side of side, 13 one end crotch of tension rib stretches into prefabricated section along wall, and it is complete to indulge muscle with the advance fixed other side
At overlap joint, when four tension ribs overlapped with vertical muscle complete and regular placement on the wall after, just repeat filling wall building block and pre-
Building by laying bricks or stones for system section building block, makes tension rib submerge among masonry mortar i.e. mortar joint, and ensure that the thickness of mortar joint is uniform and full.
4. a kind of construction method for the constructional column constructed simultaneously with frame structure filling wall according to claim 1, feature
It is：Stirrup is set between the prefabricated section of constructional column, in present Constructional Col-umn Construction, there is stirrup constraint to indulge muscle laterally change
Shape, binds the effect to form steel reinforcement cage convenient for vertical muscle at the shear resistance for improving constructional column；To the constructional column of different location, according to
The requirement of specification should also set the certain positions of constructional column to hoop reinforcement；For this prefabricated merism column, due to prefabricated block
Block is to pass through vertical muscle to reach precalculated position by the way that the not opening straight slot 5 in one end open one end is arranged, and so that longitudinal reinforcement is passed through prefabricated
Building block, and closely knit masonry cement mortar or expanding cement are filled in straight slot 5, blockwork and vertical muscle are formed into entirety, in turn
It is whole to form prefabricated merism column.
5. a kind of construction method for the constructional column constructed simultaneously with frame structure filling wall according to claim 1, feature
It is：In order to make up partial impairment of 5 one end open of straight slot, the one section of closing structure to vertical muscle restriction ability, in conjunction with the convenience of construction
And blockwork makes simply；For the prefabricated section building block corresponding to "-" type wall, the upper table of prefabricated section building block is each grown
Face is both provided with annular groove for placing stirrup and construction column tie-bar reserves mortar joint, stirrup spacing can according to design requirement into
Row adjustment, non-encrypted area stirrup spacing are set as 240mm, i.e., a stirrup are arranged every two prefabricated sections, to the hoop of encrypted area
Muscle spacing is adjusted to 120mm, i.e., a stirrup is arranged every a prefabricated section；Build by laying bricks or stones it is prefabricated section need be arranged stirrup when, will
Stirrup opening is moved along blockwork groove opening side to not opening side direction, and vertical muscle is surrounded wherein, then stirrup is open
Both sides are closed to pressing off, and it is default for placing the annular groove 14 of stirrup that stirrup is pressed into prefabricated section, with cement mortar
Or expanding cement to prefabricated section trench fill while, annular groove 14 is filled and is polished, then carry out last layer block
Block is built by laying bricks or stones.
6. a kind of construction method for the constructional column constructed simultaneously with frame structure filling wall according to claim 1, feature
It is：Vertical muscle is 4 either 6 or 8.
7. a kind of construction method for the constructional column constructed simultaneously with frame structure filling wall according to claim 1, feature
It is：Prefabricated section building block adds the thickness of mortar joint to be 600mm.
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| CN106337509A (en) * | 2016-07-26 | 2017-01-18 | 中天建设集团有限公司 | Prefabricated segment of masonry wall constructional column |
| CN107237424A (en) * | 2017-07-26 | 2017-10-10 | 天津三建建筑工程有限公司 | A kind of agent structure and the drawknot construction method of filling wall |
| CN108930284B (en) * | 2018-06-05 | 2023-09-12 | 南京吉欧地下空间科技有限公司 | Assembled retaining wall structure and backfilling method |
| CN109853879A (en) * | 2019-03-15 | 2019-06-07 | 中国一冶集团有限公司 | A kind of prefabricated stair |
| CN111155677B (en) * | 2020-02-05 | 2021-08-03 | 西安建筑科技大学 | Raw soil brick masonry structure with core column and construction method thereof |
| CN113931344B (en) * | 2021-10-26 | 2023-01-06 | 上海炽盛装饰工程有限公司 | Square brick and building method thereof |
| CN115419215B (en) * | 2022-10-11 | 2024-04-16 | 中铁十一局集团有限公司 | Construction method of assembled constructional column |
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