CN205617602U - Assembled constructional column of being under construction simultaneously with frame construction infilled wall - Google Patents
Assembled constructional column of being under construction simultaneously with frame construction infilled wall Download PDFInfo
- Publication number
- CN205617602U CN205617602U CN201520442884.6U CN201520442884U CN205617602U CN 205617602 U CN205617602 U CN 205617602U CN 201520442884 U CN201520442884 U CN 201520442884U CN 205617602 U CN205617602 U CN 205617602U
- Authority
- CN
- China
- Prior art keywords
- wall
- prefabricated
- building block
- constructional column
- joint
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 68
- 210000003205 muscle Anatomy 0.000 claims abstract description 26
- 238000009414 blockwork Methods 0.000 claims description 23
- 239000004570 mortar (masonry) Substances 0.000 claims description 19
- 239000004567 concrete Substances 0.000 claims description 14
- 210000004907 gland Anatomy 0.000 claims description 14
- 206010055018 Gingival cyst Diseases 0.000 claims description 13
- 239000004568 cement Substances 0.000 claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000009408 flooring Methods 0.000 claims description 2
- 230000008961 swelling Effects 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 3
- 239000011449 brick Substances 0.000 description 31
- 238000000034 method Methods 0.000 description 13
- 230000002787 reinforcement Effects 0.000 description 12
- 238000013461 design Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 7
- 239000011083 cement mortar Substances 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000012634 fragment Substances 0.000 description 5
- 239000010410 layer Substances 0.000 description 5
- 238000002360 preparation method Methods 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000009877 rendering Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000033228 biological regulation Effects 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 206010011732 Cyst Diseases 0.000 description 1
- 239000004593 Epoxy Substances 0.000 description 1
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 208000031513 cyst Diseases 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000006735 deficit Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000011405 expansive cement Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011404 masonry cement Substances 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000000275 quality assurance Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Finishing Walls (AREA)
Abstract
The utility model relates to a constructional column for the frame construction infilled wall, 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.
Description
Technical field
This utility model relates to a kind of filling wall construction post for frame structure, further relates to this fill out for frame structure
Fill the prefabricated joint of constructional column of wall, frame structure fills wall construction column preparation method and construction skill.
Background technology
In recent years, the earthquake such as " 5.12 Wenchuan special violent earthquake ", " 4.20 Lushan violent earthquake " it turns out that, even if anti-seismic performance
Preferably also because filling, wall construction measure is unreasonable, globality is poor and causes filled wall to collapse or even whole for frame structure system
The example that frame structure lost efficacy is too numerous to mention, brings very grave disaster to people life property safety.Now, frame structure application
Extremely universal, especially in post-disaster reconstruction, a large amount of overlooking agriculture rooms have used this structural system.Frame structure fills the structure of wall
Make post can retrain body of wall strengthen globality promote its shearing strength, to frame structure filled wall power consumption mitigation prevent from collapsing,
Ensure that body pillar rod structure safety is most important.But, in actual frame structure filling wall construction post construction technology, but it is very
Time-consuming working procedure, quality is often not easy to ensure.
And it is as follows in specification, frame structure filling wall construction post to be arranged requirement:
1. at exterior wall corner, inner-outer wall T-joint, suspended wall end, long wall are every 3.6~Constructional column should be set at 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.
The construction of conventional construction post is carried out by following work progress: vertical constructional column steel reinforcement cage is propped up in colligation；Build a wall, and build at body of wall
Stay when building and set 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 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 current vast rural area and area, villages and small towns relatively lag behind due to economy and construction technology, and lack strong supervision and
Check and accept mechanism, cause the problems such as Constructional Col-umn Construction is of poor quality, raw material does not passes a test generally to exist.The above-mentioned structure not having the quality assurance
Make post to be difficult to play intended enhancing body of wall antidetonation shear-carrying capacity and the effect of restrained deformation, actually result in cost and work
The waste of phase.
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 filling wall for frame structure.Such as, 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
Open 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 of a kind of low cost, solves available frame
Structure 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 method for this frame structure constructional column.
A further object of the present utility model is to provide prepares this prefabricated joint of the constructional column for frame structure.
The purpose of this utility model is to provide such a and fills, with frame structure, the articulated constuction post that wall is constructed simultaneously,
It is characterized in that:
Including building block, negative and positive clamping device, groove notch of longitudinal reinforcement (i.e. can intert) etc., it is characterised in that: building block
Being 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 respectively with the rib of a concave or convex
Desk-top clamping device, the form that vertical muscle first passes through built-in fitting is pre-buried, installs identical by building block according to wall form and vertical muscle.
This utility model another feature is that the construction method of frame structure filling wall construction post there occurs that subversiveness changes,
The process of its construction and the building construction filling wall brick block are carried out simultaneously.
This utility model is still further characterized by being at negative and positive occlusion, and waters self-expanding cement (or epoxy at groove
The Binder Materials such as mortar all can), when after cement final set, expanding cement the concrete prepared free swelling rate in water be 8～
10×10-4, the seif-citing rate of 0.2～0.6MPa can be set up in concrete, meet to compensate and shrink requirement, can reduce or prevent coagulation
Soil shrinkage cracking, the concrete of expanding cement preparation simultaneously has expansion self-stressed because of inside foundation, produces higher holding with reinforcing bar
Wrap up in power, make the overall performance of whole constructional column be greatly improved.
Simultaneously unaffected for the globality making constructional column and filling wall, drawknot can be set at interval of several prefabricated joints
Muscle, 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 the knot of filling wall and constructional column
Close more abundant.
In order to alleviate the weight of building block so that easy construction, above-mentioned building block can be provided with cavity, the cavity of upper and lower prefabricated joint
Partly overlap and constitute the cavity of constructional column.According to each local different requirements for fortification against earthquake, can be suitable at constructional column
Cavity in casting concrete.
For easy construction, should be first in the place adding constructional column, upper roof and lower flooring respectively bury four hole built-in fittings,
Before filling wall and Constructional Col-umn Construction, put corresponding vertical muscle, and fix.In order to manufacture and easy construction, it is assumed that on
Stating vertical muscle is four, and particular number is according to design configurations.
For stirrup, in order to improve globality and the stability of constructional column, can be at interval of one or two or three
Or three, with last prefabricated joint, arrange stirrup at the joint of prefabricated joint i.e. mortar joint.
Another object of the present utility model is realized in: a kind of preparation side filling wall construction post for frame structure
Method, it is characterised in that: first by 4 vertical muscle by welding or the method for bind, it is fixed in the embedded hole on built-in fitting, with
Based on this, filling the building by laying bricks or stones of masonry way one skin one skin of wall with tradition, it is 600mm that prefabricated joint building block adds the thickness of mortar joint,
Identical with the thickness that a skin fragment of brick adds mortar joint.The building block of prefabricated joint is built by laying bricks or stones as the part filling wall simultaneously together, prefabricated
Save and insert default vertical muscle in the horizontal direction by the groove hole of self, in the groove of prefabricated joint building block, pour self-expanding simultaneously
Cement, and accompany by chopper tamping, it is filled on the brick that joint prefabricated with constructional column is connected two reserved grooves the least, in advance
Ready tension rib is fixed, and floating by a small amount of cement mortar, and each prefabricated joint is made up of two blockworks.When body of wall with
After prefabricated joint is contour, continue install, hold the prefabricated joint installing other successively the most thereon, until whole filling wall and
Constructional column has been built by laying bricks or stones simultaneously.
According to building code requirements requirement, fill the type of wall and be broadly divided into yi word pattern, 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 is different.So there being the plan of establishment that following gingival cyst of mucous gland in the newborn is rubbed with the hands: for yi word pattern
Wall, should respectively arrange a gingival cyst of mucous gland in the newborn and rub with the hands in the side that the two of four-prism are relative；For T font wall, should be the two of four-prism
Individual side and an end face respectively arrange a gingival cyst of mucous gland in the newborn and rub with the hands；For cross wall, should be at the two of four-prism side and two ends
Face respectively arranges a gingival cyst of mucous gland in the newborn and rubs with the hands.According to existing relevant regulations, for easy construction, the thickness that height is one piece of brick that above-mentioned gingival cyst of mucous gland in the newborn is rubbed with the hands
The thickness sum of mortar joint between degree or polylith fragment of brick and polylith fragment of brick.In order to this utility model is easy to operate, it is achieved constructional column is pre-
What system joint built same filled wall by laying bricks or stones builds synchronization by laying bricks or stones, and a prefabricated joint is made up of two blockworks, the thickness of each blockwork
Identical with block thickness, the thickness of two blockworks 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 constructional column is that work is from colligation Zhi Li
Constructional column steel reinforcement cage；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, mixed
The maintenance of solidifying soil, 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 has been dissolved into and has been built by laying bricks or stones
Wall part, the construction for building decreases one procedure.
The construction period of 2, traditional frame structure constructional column probably needs 2~3 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.
7, this utility model can sufficiently save material, and for junior area of providing fortification against earthquakes, can use
Cavity, for higher area of providing fortification against earthquakes, can use Concrete Filled cavity, and the number filling cavity carries energy according to it
Depending on power design requires.
Accompanying drawing explanation
Fig. 1 is the perspective view filling wall construction post of this utility model yi word pattern wall；
Fig. 2 is the perspective view of the building block of the prefabricated joint of bottom of this utility model yi word pattern wall；
Fig. 3 is the volume rendering structural representation of the building block of the prefabricated joint of bottom of this utility model yi word pattern wall；
Fig. 4 is the perspective view of the prefabricated joint of bottom of this utility model yi word pattern wall；
Fig. 5 is the cross-sectional view of the prefabricated joint of bottom of this utility model yi word pattern wall；
Fig. 6 is the perspective view of the building block of the prefabricated joint of the second layer of this utility model yi word pattern wall；
Fig. 7 is the perspective view of the building block of the prefabricated joint of the second layer of this utility model yi word pattern wall；
Fig. 8 is the volume rendering structural representation of the building block of the prefabricated joint of the second layer of this utility model yi word pattern wall；
Fig. 9 is the simple flat surface schematic diagram of the constructional column of this utility model yi word pattern wall；
Figure 10 is the generalized section of the constructional column of this utility model yi word pattern wall；
Figure 11 is the bottom prefabricated joint joint schematic diagram with the prefabricated joint of the second layer of this utility model yi word pattern wall；
Figure 12 is the perspective view of the two prefabricated joints with tension rib of this utility model yi word pattern wall；
Figure 13 is the perspective view of the prefabricated joint building block being provided with stirrup of this utility model yi word pattern wall；
Figure 14 is the perspective view filling wall construction post of this utility model T font wall；
Figure 15 is the volume rendering structure of the building block filled in the longer prefabricated joint of wall construction post of this utility model T font wall
Schematic diagram；
Figure 16 (a), (b) are cuing open of two building blocks filled in the longer prefabricated joint of wall construction post of this utility model T font wall
Face schematic diagram；
Figure 17 is the generalized section filling wall construction post two prefabricated joint junction of this utility model T font wall；
Figure 18 is the perspective view filling wall construction post two prefabricated joint junction of this utility model T font wall；
Figure 19 is the perspective view filling wall construction post of the cross wall of this utility model.
In figure, 1. filling wall standard fragment of brick, 2. frame structure fills wall construction post, and 3. constructional column indulges muscle, 4. cavity, 5. logical
Groove, 6. convex shuttle table type clamping device, 7. concavity shuttle table type clamping device, 8.240mm prefabricated joint building block, the prefabricated joint of 9.240mm,
10.360mm prefabricated joint building block, the prefabricated joint of 11.360mm, 12. constructional column gingivals cyst of mucous gland in the newborn strandings, 13. constructional column tension ribs, 14. structure ties
Muscle reserves mortar joint (annular groove), 15 self-expanding cement (or epoxy resin mortar), 16. stirrups, 17. horizontal tension ribs, 18. pistons,
19. pouring holes.
Detailed description of the invention
With detailed description of the invention, this utility model is illustrated below in conjunction with the accompanying drawings, wherein mainly yi word pattern is filled wall
The prefabricated joint of constructional column, and construction method is described in detail, and T font is filled wall construction post and cross filling wall structure
Make the prefabricated joint of post, and construction method is briefly described.
Prefabricated joint assembly and the construction of novel 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 can be welded and fixed with built-in fitting by reinforcing bar according to practical situation.
3, the type of prefabricated joint is determined.According to filling the type (yi word pattern, T-shaped or cross) of wall, determine that constructional column is pre-
The type of system joint and corresponding blockwork type.
4, building by laying bricks or stones of wall and constructional column is filled.
1) monolayer is built by laying bricks or stones: as it is shown in figure 1, by constructional column blockwork with fill wall standard fragment of brick 1 synchronize in layer by
Under up build by laying bricks or stones.During building structure post prefabricated section, as in figure 2 it is shown, 240mm prefabricated joint building block 8 passes this by the groove 5 of building block
Before constructional column vertical fixing in advance indulge muscle 3, determine the position of blockwork, then pour in the groove 5 of blockwork
Cement mortar, and with brick cutter by tap blockwork by cement mortar vibration compacting, make blockwork effective with longitudinal reinforcement
Bonding, formed entirety.Also conventional cement mortar can be changed to expansive cement mortar so that groove gap is filled out completely
Fill, increase the bonding of blockwork and longitudinal reinforcement, reach more preferable globality effect.
2) longitudinally build by laying bricks or stones: such as Fig. 4, shown in Fig. 5, two identical 240mm blockwork one prefabricated joints of composition, 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 when building by laying bricks or stones and builds by laying bricks or stones
Self-expanding cement mortar so that between blockwork, biting the end of knot is the tightst.As a example by the prefabricated joint of yi word pattern wall, prefabricated joint building block is divided into
Two types, one is the prefabricated joint of 360mm 11, long limit a size of 360mm；One is the prefabricated joint of 240mm 9, and long limit is a size of
240mm, two type blockwork broadbands are 204mm, and thickness is 53mm.The prefabricated joint building block of different types of constructional column adds
The thickness of mortar joint, substantially 60mm.The length difference of the prefabricated joint of two types is 120mm, and constructional column is vertically prefabricated by two types
Joint is alternately built by laying bricks or stones, owing to the length difference between the prefabricated joint of length forms the prominent of each 60mm in both sides and fills formation between wall building block
Horse tooth trough combines, and makes prefabricated merism post link as a whole with filled wall.For the prefabricated joint building block of T font wall, have one
Class prefabricated joint building block is square, and its length of side is 300mm, and thickness is 53mm.
3) construction of tension rib: as Figure 12 illustrates the perspective view of tension rib between two prefabricated joints, according to
The regulation of related specifications, need to arrange the structure going deep into body of wall not less than one meter of length every 500mm between constructional column and filled wall
Making post tension rib 13, tension rib 13 stretches into body of wall, and to be accompanied by masonry mortar floating, i.e. tension rib 13 is embedded among mortar joint, to strengthen structure
Make the post constraint to filled wall, improve constructional column and the performance of the common stress of body of wall.For making prefabricated merism post energy preferably
Form entirety with filled wall, effectively retrain filled wall, reach predetermined purpose.Prefabricated merism post is also adopted by tension rib
Arrange and strengthen and the connection of body of wall.Its construction procedure is: (1) according to the kind of design of filled wall Yu prefabricated merism post,
Determining length and the type of tension rib 13, as a example by yi word pattern wall, make tension rib in advance according to design, tension rib two ends make
For the crotch of L-type, and ensure that the length of tension rib 13 meets design requirement.(2) when masonry panel and prefabricated joint, vertical prefabricated joint
When quantity often reaches four, just arranging a tension rib 13, tension rib 13 is four, prefabricated joint the most placed side by side two
Root, as it can be seen, tension rib 13 one end crotch stretches into prefabricated joint along body of wall, indulges muscle with opposite side fixing in advance and completes to take
Connect, when four tension ribs have all overlapped and after regular placement on the wall with vertical muscle, just repeat to fill wall building block and prefabricated joint
Building by laying bricks or stones of building block, makes tension rib submerge among masonry mortar i.e. mortar joint, and guarantees that the thickness of mortar joint is uniform and full.
4) construction of stirrup: if Figure 13 is the three-dimensional knot of the prefabricated joint building block being provided with stirrup of this utility model yi word pattern wall
Structure schematic diagram, in present Constructional Col-umn Construction, stirrup have the vertical muscle transversely deforming of constraint, the shear resistance improving constructional column,
It is easy to vertical muscle colligation and forms the effect of steel reinforcement cage.Constructional column to diverse location, according to the requirement of specification, also should be by constructional column
A little positions are set to hoop reinforcement.For this novel prefabricated merism post, as shown in figure 13, owing to blockwork is by setting
Put the not opening groove in one end open one end 5 and arrive precalculated position through vertical muscle, make longitudinal reinforcement pass blockwork, and logical
Groove 5 is filled closely knit masonry cement mortar or expanding cement, blockwork and vertical muscle is formed entirety, and then forms prefabricated joint structure
Make post overall.In order to make up the one section of closing structure of the groove 5 one end open partial impairment to vertical muscle restriction ability, in conjunction with construction
Convenient and blockwork makes simple.As a example by the prefabricated joint building block corresponding to yi word pattern wall, as shown in figure 13, each length is pre-
The upper surface of system joint building block is provided with the annular groove for placing stirrup and mortar joint reserved by constructional column stirrup, and stirrup spacing can
Being adjusted according to design requirement, non-encrypted area stirrup spacing is set to 240mm, i.e. arranges every two prefabricated joints and once binds round
Muscle, is adjusted to 120mm to the stirrup spacing of encrypted area, i.e. arranges a stirrup every a prefabricated joint.Stirrup is unified in advance
It is made as structure as shown in figure 13, when building prefabricated joint by laying bricks or stones and needing to arrange stirrup, by stirrup opening along blockwork groove opening
Vertical muscle, to movement, is surrounded wherein by side to not opening side, then by stirrup opening both sides to pressing off conjunction, and by pre-for stirrup press-in
System saves the default annular groove 14 for placing stirrup, with cement mortar or expanding cement to prefabricated section trench fill
Meanwhile, annular groove 14 is filled with and polishes, then carry out building by laying bricks or stones of last building block.
Part III:
T-shaped prefabricated merism post: such as Figure 14,15,16 (a), (b), 17,18, respectively show the filling wall of T font wall
The perspective view of constructional column；The volume rendering structure of the building block filled in the longer prefabricated joint of wall construction post of T font wall
Schematic diagram；The generalized section of two building blocks filled in the longer prefabricated joint of wall construction post of T font wall；The filling wall of T font wall
The generalized section of constructional column two prefabricated joint junction；The three-dimensional knot filling wall construction post two prefabricated joint junction of T font wall
Structure schematic diagram.Prefabricated merism post (the most T-shaped prefabricated merism post) corresponding to T-shaped filling wall compared to
Yi word pattern fills the prefabricated merism post corresponding to wall, needs the filled wall with three sides to be carried out by the form of building by laying bricks or stones of horse tooth trough
Biting the end of knot, so T-shaped prefabricated merism post is made up of the prefabricated joint of two kinds, two prefabricated joints vertically and are alternately built by laying bricks or stones, such as Figure 15 institute
Show.Figure 15 is the prefabricated joint building block in facing bond yi word pattern body of wall in T-shaped fills wall, long limit a size of 360mm, minor face
A size of 240mm, thickness is 53mm.Also having one is that facing bond vertically fills the prefabricated joint in wall in another, and long limit is a size of
300mm, short side dimension is 240mm, and thickness is 53mm.The two prefabricated joints of type all fill wall construction post with foregoing yi word pattern
Prefabricated joint is similar, is provided with the groove of one end open one end Guan Bi, is provided with for placing compared with the prefabricated joint of long type with duration limit
The annular groove of stirrup.For the convenience built by laying bricks or stones, setting such as Figure 16 (a), (b) of prefabricated joint negative and positive rhombus clamping device, Tu17Suo
Show.Construction procedure merism prefabricated with the yi word pattern post construction procedure of T-shaped prefabricated merism post is consistent.
Cross prefabricated merism post: owing to cross fills the cross prefabricated merism post corresponding to wall compared to T
Font fills the T-shaped prefabricated merism post corresponding to wall, and the filled wall of needs and four sides builds shape by laying bricks or stones by horse tooth trough 12
Formula carries out biting the end of knot, so cross prefabricated merism post is made up of the prefabricated joint of the constructional column of same size, as shown in figure 19, prefabricated
Joint is mutually perpendicular to and alternately builds by laying bricks or stones.The size of the prefabricated joint of cross prefabricated joint building block is long limit a size of 360mm, short side dimension
For 240mm, thickness is 53mm.Prefabricated joint is similar with the foregoing yi word pattern filling prefabricated joint of wall construction post, is provided with one end and opens
The groove of mouth one end Guan Bi, the end face of the most each prefabricated joint or bottom surface are provided with the annular groove placing stirrup.Prefabricated joint the moon
Sun rhombus clamping device be arranged at prefabricated joint center.The construction procedure of cross prefabricated merism post and the prefabricated merism of yi word pattern
Post construction procedure is consistent.
Claims (9)
1. the articulated constuction post simultaneously constructed with frame structure filling wall, it is characterised in that: including building block, negative and positive are engaged
Part, groove, it is characterised 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 of each building block
Bottom surface is respectively with the shuttle table type clamping device of a concave or convex, and the form that vertical muscle first passes through built-in fitting is pre-buried, by building block according to body of wall
Form is installed with vertical muscle and is coincide.
A kind of articulated constuction post simultaneously constructed with frame structure filling wall, its feature exists
In: at negative and positive occlusion between blocks, and at groove, water self-expanding cement, when after cement final set, expanding cement join
Concrete free swelling rate in water of system is 8～10 × 10-4.
A kind of articulated constuction post simultaneously constructed with frame structure filling wall, it is characterised in that:
Being provided with cavity in described building block, the chamber portion of upper and lower prefabricated joint has overlapped the cavity of constructional column.
A kind of articulated constuction post simultaneously constructed with frame structure filling wall, it is characterised in that:
Tension rib is set at interval of several prefabricated joints, makes filling wall and the effective drawknot of constructional column, be provided with and body of wall snap-in simultaneously
Gingival cyst of mucous gland in the newborn is rubbed with the hands, makes filling wall more abundant with the combination of constructional column.
A kind of articulated constuction post simultaneously constructed with frame structure filling wall, it is characterised in that:
In the place adding constructional column, upper roof and lower flooring respectively bury four hole built-in fittings, before filling wall and Constructional Col-umn Construction,
Put corresponding vertical muscle, and fix.
A kind of articulated constuction post simultaneously constructed with frame structure filling wall, it is characterised in that:
Vertical muscle is 4 or 6 or 8.
A kind of articulated constuction post simultaneously constructed with frame structure filling wall, it is characterised in that:
In order to improve globality and the stability of constructional column, at interval of one or two or three or three with last prefabricated
Joint, arranges stirrup at the joint of prefabricated joint i.e. mortar joint.
A kind of articulated constuction post simultaneously constructed with frame structure filling wall, it is characterised in that:
For yi word pattern wall, a gingival cyst of mucous gland in the newborn should be respectively set in the side that the two of four-prism are relative and rub with the hands.
A kind of articulated constuction post simultaneously constructed with frame structure filling wall, it is characterised in that:
One prefabricated joint is made up of two blockworks, and the thickness of each blockwork is identical with block thickness, two blockworks
Thickness is, with the thickness sum of mortar joint, the thickness that gingival cyst of mucous gland in the newborn is rubbed with the hands.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520442884.6U CN205617602U (en) | 2015-06-25 | 2015-06-25 | Assembled constructional column of being under construction simultaneously with frame construction infilled wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520442884.6U CN205617602U (en) | 2015-06-25 | 2015-06-25 | Assembled constructional column of being under construction simultaneously with frame construction infilled wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205617602U true CN205617602U (en) | 2016-10-05 |
Family
ID=57032470
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520442884.6U Expired - Fee Related CN205617602U (en) | 2015-06-25 | 2015-06-25 | Assembled constructional column of being under construction simultaneously with frame construction infilled wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205617602U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113663A (en) * | 2015-06-25 | 2015-12-02 | 朱占元 | Assembly type constructional column constructed simultaneously with framework structure infill wall |
-
2015
- 2015-06-25 CN CN201520442884.6U patent/CN205617602U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113663A (en) * | 2015-06-25 | 2015-12-02 | 朱占元 | Assembly type constructional column constructed simultaneously with framework structure infill wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105155724B (en) | A kind of construction method for the constructional column constructed simultaneously with frame structure filling wall | |
| CN105113660B (en) | A kind of construction method for the constructional column constructed simultaneously with frame structure filling wall | |
| CN103850350A (en) | Prefabricated and assembled integral special-shaped column structure and splicing construction method thereof | |
| CN105155725A (en) | Construction method of novel structural column for frame-structured T-shaped filled walls | |
| CN203808235U (en) | Integral special-shaped column structure of prefabricated assembly | |
| CN108331198A (en) | A kind of novel fabricated reinforced concrete circle beam-constructional column method of construction | |
| CN109372111A (en) | A kind of building with prefabricated reinforced concrete support | |
| CN108104372A (en) | For the precast combined constructional column and construction method of masonry structure | |
| CN105113663A (en) | Assembly type constructional column constructed simultaneously with framework structure infill wall | |
| CN105113662A (en) | Assembled constructional column constructed together with frame structure infilled wall | |
| CN111155677B (en) | Raw soil brick masonry structure with core column and construction method thereof | |
| CN103334534B (en) | Earthquake-proof energy-saving reinforced masonry dedicated building block | |
| CN205617602U (en) | Assembled constructional column of being under construction simultaneously with frame construction infilled wall | |
| CN205742262U (en) | Concrete prefabricated board pin-connected panel underground structure | |
| CN105649259B (en) | A kind of wallboard structural system of the dark framework of band of precast concrete wall panel and its structure | |
| CN205063155U (en) | Assembled constructional column building block of being under construction simultaneously with frame construction infilled wall | |
| CN105155729A (en) | Novel structural column for frame-structured T-shaped filled walls | |
| CN205637228U (en) | Novel constructional column of cross infilled wall of frame construction | |
| CN205637229U (en) | Novel constructional column of frame construction T type infilled wall | |
| CN214364434U (en) | Assembled constructional column suitable for prefabricated wallboard of frame construction | |
| CN105155726A (en) | Novel structural column for frame-structured T-shaped filled walls | |
| CN105201127A (en) | Assembly type constructional column building block constructed simultaneously with infilled wall adopting frame structure | |
| CN105178473B (en) | A kind of construction method of the constructional column of frame structure T-type filling wall | |
| CN109372106A (en) | Assembled architecture with prefabricated reinforced concrete convex support | |
| CN207863306U (en) | Precast combined constructional column for masonry structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161005 |