CN205637229U - Novel constructional column of frame construction T type infilled wall - Google Patents
Novel constructional column of frame construction T type infilled wall Download PDFInfo
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- CN205637229U CN205637229U CN201520442814.0U CN201520442814U CN205637229U CN 205637229 U CN205637229 U CN 205637229U CN 201520442814 U CN201520442814 U CN 201520442814U CN 205637229 U CN205637229 U CN 205637229U
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Abstract
The utility model relates to a novel constructional column of frame construction T type infilled wall, its characterized in that: including building block, negative and positive interlock piece, lead to the groove, its characterized in that: be equipped with two logical grooves of having a perfect understanding two bottom surfaces about the building block in the building block, two bottom surfaces are respectively with a concave or protruding terrace with edge formula interlock piece about every building block, and it is pre -buried through the form of built -in fitting earlier to indulge the muscle, with the building block according to the wall body form with to indulge the muscle installation identical. Wherein set up the horse tooth and rub with the hands in two sides adjacent with the wall at the constructional column, for construction convenience, height that above -mentioned horse tooth was rubbed with the hands is the thickness sum of mortar joint between thickness or the polylith fragment of brick and the polylith fragment of brick of a brick. A prefabricated festival comprises two prefabricated festival building blocks, and the thickness of every prefabricated festival building block be two brick thickness, thickness that two preformed block's the thickness and the thickness sum of mortar joint were rubbed with the hands for the horse tooth promptly.
Description
Technical field
This utility model relates to a kind of constructional column for frame structure T-shaped filling wall, further relates to this for framework knot
The prefabricated joint of constructional column of structure T-shaped filling wall, frame structure T-shaped filling wall construction column preparation method and construction method.
Background technology
Along with socioeconomic development, the raising of living standards of the people, and since entrance 21st century, China is continuous
The generation of violent earthquake several times, the anti-seismic performance of building structure is required to gradually step up by the people, the spirit arranging floor space function
Active pharmaceutical also gradually steps up.Therefore, vast rural area and villages and small towns area local-style dwelling houses, house the most along the street,
Through generally from before masonry structure be transferred to frame structure, frame structure is good with its anti-seismic performance, structure space arranges spirit
Feature alive, adaptable and be increasingly becoming these area houses main flow structure.And frame structure is filled the constructional column of wall
It is to ensure that the key member filling wall anti-seismic performance, specification arranges requirement to frame structure filling wall construction post as follows:
1. at exterior wall corner, inner-outer wall T-joint, suspended wall end, long wall should set constructional column at 3.6 ~ 4.0m.Window
Between wall length less than 500mm time pier can use cast in place reinforced bar Ceramsite Concrete wall, between window length more than 500mm less than 3600mm time
Window limit sets constructional column, and when wall between windows length is not less than 3600mm, in addition to window limit arranges constructional column, middle part also needs to set structure on request
Post.
2., when interior wall length exceedes floor height two times, in the middle part of wall and end sets constructional column, its Configuration column spacing is not more than two times
Floor height.When interior wall height is not less than 4.0m, set constructional column every 5.0m and end.
Tradition T-shaped filling wall construction post construction is carried out by following work progress: vertical constructional column steel reinforcement cage is propped up in colligation；Build a wall,
And stay when building wall and to set gingival cyst of mucous gland in the newborn and rub with the hands；Installation constitution column template, pours constructional column concrete, concrete curing, form removal.
The construction period of this Constructional Col-umn Construction technique is 5 ~ 7 days, requires that constructional column steel reinforcement cage colligation is according to existing in construction
Specification, template smooth and install firmly, be of the required size, concrete vibrating is closely knit, it is desirable to there is higher construction technology,
The quality of guarantee constructional column.
And at present owing to the construction of major part frame structure filling wall construction post is frequently with artificial construction, cause constructional column to be executed
The problems such as work is of poor quality, raw material does not passes a test generally exist.The above-mentioned constructional column not having the quality assurance is difficult to play intended increasing
The strong effect filling wall antidetonation shear-carrying capacity and constraint filling wall deformation, has actually resulted in the waste of cost and duration.
In order to solve the problems referred to above, there is a small amount of research institution to have developed prefabricated merism post at present, but be both for building
Body structure, had not had the constructional column for frame structure T-shaped filling wall.Such as, the Chinese patent of Publication No. CN201343823
Disclose a kind of constructional column for masonry structure and its special precast segment；The Chinese patent of Publication No. CN201915525U
Disclose a kind of Novel wall corner constructional column of block-concrete structure；The Chinese patent of Publication No. CN203487705U discloses a kind of prefabricated
Joint, prefabricated joint assembly and antidetonation self-heat conserving constructional column.All use and pass through vertical muscle and intert the form of prefabricated section, but
Its construction method the most more difficulty, and card relatively it is difficult to ensure due to globality, do not popularize in masonry structure.
Utility model content
The purpose of this utility model is to provide the constructional column for frame structure T-shaped filling wall of a kind of low cost, solves
Available frame structure T-shaped filling wall construction post construction complexity, relatively costly, second-rate, the problem of long construction period.
Another object of the present utility model is to provide a kind of construction for this frame structure T-shaped filling wall construction post
Method.
The purpose of this utility model is realized in a kind of constructional column for frame structure T-shaped filling wall, its feature
It is: include building block, negative and positive clamping device, groove etc., it is characterised in that: building block is provided with two upper and lower two bottom surfaces of through building block
Groove, upper and lower two bottom surfaces of each building block are respectively with the shuttle table type clamping device of a concave or convex, and vertical muscle first passes through built-in fitting
Form is pre-buried.
This utility model another feature is that the construction method of frame structure T-shaped filling wall construction post there occurs that subversiveness becomes
Changing, the building construction that the process of its construction fills wall brick block with three sides is carried out simultaneously.
This utility model is still further characterized by for negative and positive occlusion, and waters masonry mortar or swelling water at groove
Mud, when after cement final set, is bonded as entirety with longitudinal reinforcement, makes whole constructional column form an entirety.
Simultaneously in order to strengthen constructional column and fill the globality of wall, can set at interval of 1-3 or more than three prefabricated joints
Putting tension rib, make filling wall and the effective drawknot of constructional column, two adjacent side simultaneously connected with body of wall are provided with and body of wall snap-in
Horse tooth trough, make filling wall more abundant with the combination of constructional column.
For easy construction, first bottom surface corresponding to add at constructional column should respectively bury four hole built-in fittings with end face,
Before T-shaped filling wall and Constructional Col-umn Construction, the vertical muscle corresponding to placement, and fix.In order to manufacture and easy construction, vertical muscle
Being 4 or 6 or 8, particular number and model are according to design configurations.
For stirrup, in order to improve globality and the stability of constructional column, can set at the joint of prefabricated joint i.e. mortar joint
Put stirrup.
A kind of preparation method for frame structure T-shaped filling wall construction post, it is characterised in that: first 4 vertical muscle are led to
Cross the mode stretching into embedded hole and welding, be fixed in the embedded hole of built-in fitting, to ensure constructional column and end face and bottom surface structure
Effectively connect.For ensureing the globality that T-shaped prefabricated merism post links with both sides body of wall, and build by laying bricks or stones and the side of tension rib construction
Just, centered by above-mentioned prefabricated merism post is built by laying bricks or stones, and three sides are filled wall with constructional column linking portion with prefabricated merism post
Building block synchronize to build by laying bricks or stones, and gradually building by laying bricks or stones of body of wall is the most gradually extended, builds code requirement by laying bricks or stones meeting filled wall.Often
Individual prefabricated joint is made up of two prefabricated joint building blocks, and it is 120mm that prefabricated joint building block adds the thickness of mortar joint, adds mortar joint with two skin fragments of brick
Thickness is identical.Prefabricated joint building block is built by laying bricks or stones as the part filling wall simultaneously together, the prefabricated joint building block groove by self
Insert default vertical muscle in the horizontal direction, simultaneously in the groove of prefabricated joint building block joints cement mortar or self-expanding cement (or
Epoxy resin mortar), and accompany by chopper tamping.After body of wall and prefabricated joint are contour, continue prefabricated joint building block is installed.Exist based on this
Its upper end installs other prefabricated joint building block successively, until whole T-shaped filling wall and constructional column have been built by laying bricks or stones simultaneously.
According to existing building code requirement, for T-shaped filling wall construction post, should constructional column wherein three adjacent with wall
Side arranges gingival cyst of mucous gland in the newborn and rubs with the hands；For easy construction, the thickness that height is one piece of brick of above-mentioned gingival cyst of mucous gland in the newborn stranding or polylith fragment of brick and polylith brick
The thickness sum of mortar joint between block.In order to this utility model is easy to operate, it is achieved the prefabricated joint of constructional column builds same filled wall by laying bricks or stones
Building synchronization by laying bricks or stones, a prefabricated joint is made up of two prefabricated joint building blocks, and the thickness of each prefabricated joint building block is two pieces of brick thickness, two
The thickness of blockwork is, with the thickness sum of mortar joint, the thickness that gingival cyst of mucous gland in the newborn is rubbed with the hands.
The beneficial effects of the utility model are:
1, construction technology and the flow process of conventional frame structure constructional column have been broken.Traditional T-shaped filling wall construction post be from
Vertical constructional column steel reinforcement cage is propped up in colligation；Build a wall, and stay when building wall set gingival cyst of mucous gland in the newborn rub with the hands；Installation constitution column template, pours constructional column
Concrete, concrete curing, form removal.And the prefabricated joint of this utility model can be built by laying bricks or stones with body of wall simultaneously so that it is working procedure melts
Enter to masonry panel part, decrease for the construction of building, form removal, pour, the operation such as curing concrete.
The construction period of 2, traditional frame structure constructional column probably needs 5 ~ 7 days, by this prefabricated joint assembly
Construction technology substantially reduces the duration.
3, constructional column low cost is prepared according to this utility model.The preparation of prefabricated joint can be with preparation of industrialization, prefabricated components
Factory can produce in batches, convenient popularization；Eliminate in traditional handicraft, assembling reinforcement cage, the making of steel form simultaneously, and
Corresponding labour cost etc..
4, traditional Constructional Col-umn Construction quality that manually pours can not be guaranteed, and there is concrete density poor, even deposits
In problems such as honeycomb, pitted skins.The prefabricated joint of factorial praluction can make quality obtain a series of guarantee.
5, the thickness of the blockwork of this prefabricated joint is less, lighter weight, to construction without particular/special requirement, easy construction, just
Just promote in area, villages and small towns.
6, this utility model well solves capital concrete leakiness and is connected poor problem with floor, greatly
Improve its globality.
, accompanying drawing explanation
Fig. 1 is the physical object simulating schematic diagram filling wall construction post of the T-shaped wall of this utility model；
Fig. 2 is the perspective view filling wall construction post of the T-shaped wall of this utility model；
Fig. 3 is the top view filling wall construction post of the T-shaped wall of this utility model；
Fig. 4 is the perspective view of the bottom 360mm prefabricated joint building block of the T-shaped wall of this utility model；
Fig. 5 is the perspective view of the prefabricated joint of bottom 360mm of the T-shaped wall of this utility model；
Fig. 6 is the perspective view of the 300mm prefabricated joint building block of the T-shaped wall of this utility model；
Fig. 7 is the perspective view of the prefabricated joint of 300mm of the T-shaped wall of this utility model；
Fig. 8 is the stereochemical structure perspective view of the 300mm prefabricated joint building block of the T-shaped wall of this utility model；
Fig. 9 is the schematic perspective view of the top layer constructional column of the T-shaped wall of this utility model；
Figure 10 is the left view of the 360mm prefabricated joint building block of the T-shaped wall of this utility model；
Figure 11 is the right view of the 360mm prefabricated joint building block of the T-shaped wall of this utility model；
Figure 12 is the front view of the 360mm prefabricated joint building block of the T-shaped wall of this utility model；
Figure 13 is the rearview of the 360mm prefabricated joint building block of the T-shaped wall of this utility model；
Figure 14 is the top view of the 360mm prefabricated joint building block of the T-shaped wall of this utility model；
Figure 15 is the top view of the 300mm prefabricated joint building block of the T-shaped wall of this utility model；
Figure 16 is the connection solid filling the wall construction prefabricated joint of post 360mm and the prefabricated joint of 300mm of the T-shaped wall of this utility model
Figure；
Figure 17 is the connection forward sight filling the wall construction prefabricated joint of post 360mm and the prefabricated joint of 300mm of the T-shaped wall of this utility model
Figure；
Figure 18 is grouting schematic diagram；
In figure, 1. filling wall standard fragment of brick, 2. wall construction post filled by frame structure T-shaped filling wall, and 3. constructional column indulges muscle, 4.
Groove, 5. convex shuttle table type clamping device, 6. concavity shuttle table type clamping device, the longest 300mm prefabricated joint building block, the prefabricated joint of 8.300mm,
9.360mm prefabricated joint building block, the prefabricated joint of 10.360mm, 11. constructional column gingivals cyst of mucous gland in the newborn strandings, 12. constructional column tension ribs, 13. structure ties
Muscle reserves mortar joint, 14. pistons, 15. injected holes.
Detailed description of the invention
With detailed description of the invention, this utility model is described in detail below in conjunction with the accompanying drawings.
Prefabricated joint assembly and the construction of Novel T-shaped filling wall construction post comprise the following steps:
1, embedding four hole built-in fittings.In early stage is constructed, according to design drawing, post bottom surface and the post at place are set at constructional column
The embedding four hole built-in fittings of difference, the longitudinal reinforcement in fixture construction post at end face.
2, fixing longitudinal reinforcement.Design height according to constructional column in addition suitable excess length, intercept reinforcing bar so that
Reinforcing bar is inserted into four hole built-in fitting sufficient lengths, and is welded and fixed with built-in fitting by reinforcing bar.
3, building by laying bricks or stones of wall and constructional column is filled.
1) monolayer is built by laying bricks or stones: by constructional column blockwork with fill that wall standard fragment of brick is Tong Bu builds by laying bricks or stones the most from lower to upper.
During building structure post prefabricated section, 360mm prefabricated joint building block passes the most vertical fixing constructional column by the groove of building block
Vertical muscle, determines the position of blockwork, then injects cement mortar in the groove of blockwork, and with brick cutter by tapping
Blockwork, by cement mortar vibration compacting, makes blockwork effectively bond with longitudinal reinforcement, forms entirety.Also can be by common
Cement mortar is changed to expansive cement mortar so that groove gap is preferably filled, and increases blockwork and longitudinal reinforcement
Bonding, reaches more preferable globality effect.
2) longitudinally build by laying bricks or stones: two identical 360mm blockwork one prefabricated joints of composition, between blockwork, pass through building block
Convex shuttle table type clamping device, concavity shuttle table type clamping device is engaged, and is accompanied by masonry cement mortar when building by laying bricks or stones or from swollen
Swollen cement mortar so that between blockwork, biting the end of knot is the tightst.It is 360mm that prefabricated joint building block is the long length of side, and minor face is a length of
240mm, thickness is 113mm, adds that gray seam thickness i.e. adds gray seam thickness equal to two pieces of brick thickness.Constructional column is vertically long by prefabricated joint
Edge direction is alternately built by laying bricks or stones along two wall directions, due to prefabricated joint long limit 360mm, minor face 240mm, between length difference formed and two sides
The protrusion of the two sides vertical direction that filling wall connects 60mm alternately so that it is and form horse tooth trough between filling wall brick block even
Connect, make prefabricated merism post link as a whole with filled wall.
3) construction of tension rib: according to the regulation of related specifications, needs to arrange every 500mm between constructional column and filled wall
Going deep into body of wall not less than the constructional column drawknot of one meter of length, tension rib stretches into body of wall, and to be accompanied by masonry mortar floating, i.e. tension rib buries
Among mortar joint, to strengthen the constructional column constraint to filled wall, improve constructional column and the performance of the common stress of body of wall.Pre-for making
Merism post processed energy is preferably and filled wall forms entirety, effectively retrains filled wall, reaches predetermined purpose.Prefabricated joint
Constructional column also is provided with tension rib to strengthen the connection with body of wall.Its construction procedure is: make tension rib, drawknot in advance according to design
Muscle two ends are made as the crotch of L-type, and ensure that the length of tension rib meets design requirement.When masonry panel and prefabricated joint, often
It is spaced two prefabricated joints and tension rib is set, when tension rib has all overlapped and after regular placement on the wall with vertical muscle, just
Repeat to fill building by laying bricks or stones of wall brick block and prefabricated joint building block, make tension rib submerge among masonry mortar i.e. mortar joint, and guarantee mortar joint
Thickness is uniform and full.
4) construction of stirrup: in present Constructional Col-umn Construction, stirrup has the vertical muscle transversely deforming of constraint, improves constructional column
Shear resistance, be easy to vertical muscle colligation and form the effect of steel reinforcement cage.Constructional column to diverse location, according to the requirement of specification, also
Some position of constructional column should be set to hoop reinforcement.For this novel prefabricated merism post, owing to blockwork is to pass through
The not opening groove in one end open one end is set and arrives precalculated position through vertical muscle, make longitudinal reinforcement pass blockwork, and
Groove is filled closely knit masonry cement mortar or expanding cement, blockwork and vertical muscle is formed entirety, and then forms prefabricated joint
Constructional column is overall.In order to make up the one section of closing structure of the groove one end open partial impairment to vertical muscle restriction ability, in conjunction with construction
Convenience and blockwork make simple, the annular that the upper surface of each prefabricated joint building block is provided with for placing stirrup is recessed
Mortar joint reserved by groove and constructional column stirrup, and stirrup spacing can be adjusted according to design requirement, and non-encrypted area stirrup spacing is set to
240mm, the most each prefabricated joint arranges a stirrup, the stirrup spacing of encrypted area is adjusted to 120mm, the most each prefabricated joint building block
It is respectively provided with a stirrup.Make unified in advance for stirrup, when building prefabricated joint by laying bricks or stones and needing to arrange stirrup, by stirrup opening along prefabricated
Vertical muscle, to movement, is surrounded wherein by building block groove opening side to not opening side, then by stirrup opening both sides to pressing off conjunction, right
It is filled with and polishes, and then carries out building by laying bricks or stones of last layer building block.
Claims (7)
1. the constructional column of a Novel frame structure T-shaped filling wall, it is characterised in that: include building block, negative and positive clamping device, groove,
It is characterized in that: building block is provided with the groove of two upper and lower two bottom surfaces of through building block, upper and lower two bottom surfaces of each building block are each attached
Having the shuttle table type clamping device of a concave or convex, the form that vertical muscle first passes through built-in fitting is pre-buried, by building block according to wall form with vertical
Muscle is installed and is coincide, and arranges gingival cyst of mucous gland in the newborn in the side that constructional column two of which is adjacent with wall and rubs with the hands；For easy construction, above-mentioned gingival cyst of mucous gland in the newborn is rubbed with the hands
Being highly the thickness sum of mortar joint between thickness or polylith fragment of brick and the polylith fragment of brick of one piece of brick, a prefabricated joint is prefabricated by two
Joint building block is constituted, and the thickness of each prefabricated joint building block is two pieces of brick thickness, the thickness of two blockworks and the thickness of mortar joint it
With the thickness being gingival cyst of mucous gland in the newborn stranding.
A kind of constructional column of Novel frame structure T-shaped filling wall, it is characterised in that: building block it
Between negative and positive occlusion at, and at groove water self-expanding cement.
A kind of constructional column of Novel frame structure T-shaped filling wall, it is characterised in that: described building block
In be provided with cavity, the chamber portion of upper and lower prefabricated joint has overlapped the cavity of constructional column.
A kind of constructional column of Novel frame structure T-shaped filling wall, it is characterised in that: if at interval of
A dry prefabricated joint arranges tension rib, makes filling wall and the effective drawknot of constructional column, is provided with the gingival cyst of mucous gland in the newborn with body of wall snap-in simultaneously and rubs with the hands, makes
Fill wall more abundant with the combination of constructional column.
A kind of constructional column of Novel frame structure T-shaped filling wall, it is characterised in that: adding structure
Making the place of post, upper roof and lower flooring respectively bury four hole built-in fittings, before filling wall and Constructional Col-umn Construction, put right
The vertical muscle answered, and fix.
A kind of constructional column of Novel frame structure T-shaped filling wall, it is characterised in that: vertical muscle is 4
Or 6 or 8.
A kind of constructional column of Novel frame structure T-shaped filling wall, it is characterised in that: in order to improve
The globality of constructional column and stability, at interval of one or two or three or three with last prefabricated joint, prefabricated
At the joint i.e. mortar joint of joint, stirrup is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520442814.0U CN205637229U (en) | 2015-06-25 | 2015-06-25 | Novel constructional column of frame construction T type infilled wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520442814.0U CN205637229U (en) | 2015-06-25 | 2015-06-25 | Novel constructional column of frame construction T type infilled wall |
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| Publication Number | Publication Date |
|---|---|
| CN205637229U true CN205637229U (en) | 2016-10-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520442814.0U Active CN205637229U (en) | 2015-06-25 | 2015-06-25 | Novel constructional column of frame construction T type infilled wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487632A (en) * | 2018-04-19 | 2018-09-04 | 北方工程设计研究院有限公司 | Assembled wallboard self-heat conserving constructional column formwork |
-
2015
- 2015-06-25 CN CN201520442814.0U patent/CN205637229U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487632A (en) * | 2018-04-19 | 2018-09-04 | 北方工程设计研究院有限公司 | Assembled wallboard self-heat conserving constructional column formwork |
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