CN105113663A - Assembly type constructional column constructed simultaneously with framework structure infill wall - Google Patents

Assembly type constructional column constructed simultaneously with framework structure infill wall Download PDF

Info

Publication number
CN105113663A
CN105113663A CN201510363050.0A CN201510363050A CN105113663A CN 105113663 A CN105113663 A CN 105113663A CN 201510363050 A CN201510363050 A CN 201510363050A CN 105113663 A CN105113663 A CN 105113663A
Authority
CN
China
Prior art keywords
infilled
constructional column
prefabricated
joint
building block
Prior art date
Application number
CN201510363050.0A
Other languages
Chinese (zh)
Inventor
朱占元
李静
田明杰
邹祖银
莫忧
郭子红
罗飞
陈伟
Original Assignee
朱占元
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 朱占元 filed Critical 朱占元
Priority to CN201510363050.0A priority Critical patent/CN105113663A/en
Publication of CN105113663A publication Critical patent/CN105113663A/en

Links

Abstract

The invention relates to a frame structure infill wall constructional column comprising building blocks, Yin and Yang occlusion members and through slots notches which can be penetrated by vertical steel bars; the invention is characterized in that the building block is provided with two through slots penetrating two bottoms of the building block; the two bottoms of each building block are respectively provided with a concave and/or convex prismatic table occlusion member; the vertical bars are pre-buried in an imbed part form; the building blocks are mounted and matched with the vertical bars according to a wall body form.

Description

A kind of articulated constuction post of simultaneously constructing with frame construction infilled wall

Technical field

The present invention relates to a kind of infilled wall constructional column for frame construction, also relate to the prefabricated joint of this constructional column for frame construction infilled wall, frame construction infilled wall constructional column preparation method and construction skill.

Background technology

In recent years, the earthquake fact such as " 5.12 Wenchuan special violent earthquake ", " 4.20 Lushan violent earthquake " shows, even if the example that the frame structure system of good seismic performance also causes filled wall to collapse because infilled wall construction measure is unreasonable, globality is poor and even whole frame construction lost efficacy is too numerous to mention, bring very grave disaster to people life property safety.Now, frame construction application is extremely general, and especially in post-disaster reconstruction, a large amount of overlooking agriculture room has all used this structural system.The constructional column of frame construction infilled wall can retrain body of wall enhancing globality and promote its shear strength, prevents from collapsing to frame construction filled wall power consumption mitigation, ensures that body pillar rod structure safety is most important.But in actual frame structure filling wall construction post construction technology, be but very time-consuming working procedure, quality is often not easy to ensure.

And in specification to frame construction infilled wall constructional column arrange require as follows:

1. exterior wall corner, inner-outer wall T-joint place, suspended wall end, long wall are every 3.6 ~4.0m place should establish constructional column.When wall between windows length is less than 500mm, pier can adopt cast in place reinforced bar Ceramsite Concrete wall, between window, length is greater than when 500mm is less than 3600mm and establishes constructional column on window limit, and when wall between windows length is not less than 3600mm, except window limit arranges constructional column, middle part also needs to establish constructional column on request.

2. interior wall is long when exceeding floor height two times, in the middle part of wall and end establish constructional column, its Configuration column spacing is not more than two times of floor heights.When interior wall is high be not less than 4.0m time, establish constructional column every 5.0m and end.

The construction of conventional construction post is undertaken by following work progress: vertical constructional column reinforcing cage is propped up in colligation; Build a wall, and stay when building wall and establish gingival cyst of mucous gland in the newborn to rub with the hands; Installation constitution column template, builds constructional column concrete, concrete curing, stripping.

The construction period of this Constructional Col-umn Construction technique is 5 ~ 7 days, require in construction the colligation of constructional column reinforcing cage according to current specifications, template smooth and install firmly, be of the required size, concrete vibrating is closely knit, require 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, causing the problem ubiquities such as Constructional Col-umn Construction is of poor quality, raw material do not pass a test.Above-mentioned do not have the constructional column of quality assurance to be difficult to play the enhancing body of wall antidetonation shear-carrying capacity of expection and the effect of restrained deformation, in fact result in the waste of cost and duration.

In order to solve the problem, there is a small amount of research institution to have developed prefabricated merism post at present, but being all for masonry structure, not had the constructional column for frame construction infilled wall.Such as, publication number is that the Chinese patent of CN201343823 discloses a kind of constructional column for masonry structure and its special precast segment; Publication number is that the Chinese patent of CN201915525U discloses a kind of Novel wall corner constructional column of block-concrete structure; Publication number is that the Chinese patent of CN203487705U discloses a kind of prefabricated joint, prefabricated joint assembly and antidetonation self-heat conserving constructional column.All adopt and pass through vertical muscle and intert the form of prefabricated section, but its construction method all comparatively difficulty, and be comparatively difficult to ensure card due to globality, do not popularize in masonry structure.

Summary of the invention

The object of this invention is to provide a kind of constructional column for frame construction of low cost, solve the construction of available frame structure filling wall construction post complicated, cost is higher, second-rate, the problem of long construction period.

Another object of the present invention is to provide a kind of construction method for this frame construction constructional column.

Another object of the present invention is to provide this constructional column for frame construction of preparation prefabricated joint.

The object of this invention is to provide a kind of like this articulated constuction post of simultaneously constructing with frame construction infilled wall, it is characterized in that:

Comprise building block, negative and positive clamping device, groove notch of longitudinal reinforcement (namely can intert) etc., 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 respectively have a recessed or convex shuttle table type clamping device, vertical muscle is first pre-buried by the form of built-in fitting, building block is installed according to wall form and vertical muscle and coincide.

Another feature of the present invention is that the construction method of frame construction infilled wall constructional column there occurs subversiveness change, and the process of its construction and the building construction of infilled wall fragment of brick carry out simultaneously.

The present invention one is characterised in that and is negative and positive occlusion place again, and groove place pouring self-expanding cement (or the cementitious material such as epoxy mortar all can), and when after cement final set, the concrete prepared by expansive cement degree of free swelling in water is 8 ~ 10 × 10 -4the seif-citing rate of 0.2 ~ 0.6MPa can be set up in concrete, meet compensate for shrinkage requirement, can reduce or prevent Shrinkage Cracking of Concrete, the concrete of simultaneously expansive cement preparation because of inside set up have expansion self-stressed, produce stronger bond stress with reinforcing bar, the overall performance of whole constructional column is improved greatly.

Simultaneously in order to make the globality of constructional column and infilled wall unaffected, tension rib can be set at interval of several prefabricated joints, make infilled wall and the effective drawknot of constructional column, be provided with simultaneously and rub with the hands with the gingival cyst of mucous gland in the newborn of body of wall snap-in, make the combination of infilled wall and constructional column more abundant.

In order to alleviate the weight of building block, making easy construction, can be provided with cavity in above-mentioned building block, the chamber portion of upper and lower prefabricated joint has overlapped the cavity of constructional column.The requirements for fortification against earthquake local different according to each, concreting in the cavity of constructional column that can be suitable.

In order to easy construction, should first in the place adding constructional column, upper roof and lower flooring respectively bury four hole built-in fittings, before infilled wall and Constructional Col-umn Construction, put corresponding vertical muscle, and fix.In order to manufacture and easy construction, assuming that above-mentioned vertical muscle is four, concrete quantity is according to design configurations.

For stirrup, 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, stirrup can be set in the joint of prefabricated joint and mortar joint place.

Another object of the present invention is achieved in that a kind of preparation method for frame construction infilled wall constructional column, it is characterized in that: the method first 4 vertical muscle being passed through welding or bind, be fixed in the embedded hole on built-in fitting, based on this, with building by laying bricks or stones of masonry way one skin one skin of traditional infilled wall, the thickness that prefabricated joint building block adds mortar joint is 600mm, 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 a part for infilled wall simultaneously together, prefabricated joint inserts default vertical muscle in the horizontal direction by the groove hole of self, in the groove of prefabricated joint building block, build self-expanding cement simultaneously, and accompany by chopper tamping, be filled in two very little grooves reserved on brick that joint prefabricated with constructional column be connected, preprepared 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 and prefabricated joint contour after, continue install, other prefabricated joint is installed based on this at its upper end successively, until whole infilled wall and constructional column have been built by laying bricks or stones simultaneously.

According to building code requirements requirement, the type of infilled wall is mainly divided into yi word pattern, L-type, cross, T-shaped, and for different infilled walls, the direction that corresponding gingival cyst of mucous gland in the newborn is rubbed with the hands is different.So there is the plan of establishment that following gingival cyst of mucous gland in the newborn is rubbed with the hands: for yi word pattern wall, a gingival cyst of mucous gland in the newborn respectively should be set in two of a four-prism relative side and rubs with the hands; For T font wall, a gingival cyst of mucous gland in the newborn should be respectively set in two of a four-prism side and an end face and rub with the hands; For cross wall, a gingival cyst of mucous gland in the newborn should be respectively set in two of a four-prism side and two end faces and rub with the hands.According to existing relevant regulations, in order to easy construction, the height that above-mentioned gingival cyst of mucous gland in the newborn is rubbed with the hands is thickness or the thickness sum of mortar joint between polylith fragment of brick and polylith fragment of brick of one piece of brick.In order to the present invention is easy to operate, realizing the prefabricated joint of constructional column, to build building by laying bricks or stones of same filled wall by laying bricks or stones synchronous, a prefabricated joint is made up of two blockworks, and the thickness of each blockwork is identical with block thickness, and the thickness of two blockworks and the thickness sum of mortar joint are the thickness that gingival cyst of mucous gland in the newborn is rubbed with the hands.

Beneficial effect of the present invention is:

1, construction technology and the flow process of conventional frame structure constructional column has been broken.Traditional constructional column is that work props up vertical constructional column reinforcing cage from colligation; Build a wall, and stay when building wall and establish gingival cyst of mucous gland in the newborn to rub with the hands; Installation constitution column template, builds constructional column concrete, concrete curing, stripping.And the prefabricated joint of the present invention can be built by laying bricks or stones with body of wall simultaneously, make its working procedure be dissolved into masonry panel part, the construction for building decreases a procedure.

The construction period of 2, traditional frame construction constructional column probably needs 2 ~3 days, substantially reduce the duration by the construction technology of this prefabricated joint assembly.

3, constructional column cost is prepared according to the present invention low.The preparation of prefabricated joint can preparation of industrialization, and factory for prefabrication can produce in batches, conveniently promotes; 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 of manually building can not be guaranteed, and there is concrete density difference, even there is honeycomb, the problems such as pitted skin.The prefabricated joint of factorial praluction can make quality obtain a series of guarantee.

5, less, the lighter weight of the thickness of the blockwork of this prefabricated joint, to construction without particular/special requirement, easy construction, convenience is promoted in area, villages and small towns.

6, the present invention well solves capital concrete leakiness, is connected poor problem with floor, greatly improves its globality.

7, the present invention can save material fully, for junior area of providing fortification against earthquakes, can adopt cavity, for higher area of providing fortification against earthquakes, can adopt Concrete Filled cavity, and the number of cavity filling is determined according to its supporting capacity designing requirement.

Accompanying drawing explanation

Fig. 1 is the perspective view of the infilled wall constructional column of yi word pattern wall of the present invention;

Fig. 2 is the perspective view of the building block of the prefabricated joint of bottom of yi word pattern wall of the present invention;

Fig. 3 is the volume rendering structural representation of the building block of the prefabricated joint of bottom of yi word pattern wall of the present invention;

Fig. 4 is the perspective view of the prefabricated joint of bottom of yi word pattern wall of the present invention;

Fig. 5 is the cross-sectional view of the prefabricated joint of bottom of yi word pattern wall of the present invention;

Fig. 6 is the perspective view of the building block of the prefabricated joint of the second layer of yi word pattern wall of the present invention;

Fig. 7 is the perspective view of the building block of the prefabricated joint of the second layer of yi word pattern wall of the present invention;

Fig. 8 is the volume rendering structural representation of the building block of the prefabricated joint of the second layer of yi word pattern wall of the present invention;

Fig. 9 is the simple flat surface schematic diagram of the constructional column of yi word pattern wall of the present invention;

Figure 10 is the generalized section of the constructional column of yi word pattern wall of the present invention;

Figure 11 is the prefabricated joint of bottom of yi word pattern wall of the present invention and the joint schematic diagram of the prefabricated joint of the second layer;

Figure 12 is the perspective view of the two prefabricated joints with tension rib of yi word pattern wall of the present invention;

Figure 13 is the perspective view being provided with the prefabricated joint building block of stirrup of yi word pattern wall of the present invention;

Figure 14 is the perspective view of the infilled wall constructional column of T font wall of the present invention;

Figure 15 is the volume rendering structural representation of the building block in the longer prefabricated joint of infilled wall constructional column of T font wall of the present invention;

Figure 16 is the generalized section of two building blocks in the longer prefabricated joint of infilled wall constructional column of T font wall of the present invention;

Figure 17 is the generalized section of the prefabricated joint junction of infilled wall constructional column two of T font wall of the present invention;

Figure 18 is the perspective view of the prefabricated joint junction of infilled wall constructional column two of T font wall of the present invention;

Figure 19 is the perspective view of the infilled wall constructional column of the cross wall of the present invention.

In figure, 1. infilled wall standard fragment of brick, 2. frame construction infilled wall constructional column, 3. constructional column indulges muscle, 4. cavity, 5. 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, the prefabricated joint building block of 10.360mm, the prefabricated joint of 11.360mm, 12. constructional column gingival cyst of mucous gland in the newborn is rubbed with the hands, 13. constructional column tension ribs, mortar joint (annular groove) reserved by 14. constructional column stirrups, 15 self-expanding cement (or epoxy mortar), 16. stirrups, 17. horizontal tension ribs, 18. pistons, 19. pouring holes.

Detailed description of the invention

Below in conjunction with the drawings and specific embodiments, the present invention will be described, the wherein main prefabricated joint to yi word pattern infilled wall constructional column, and construction method is described in detail, to the prefabricated joint of T font infilled wall constructional column and cross filling wall construction post, and construction method is briefly described.

Prefabricated joint assembly and novel infilled wall Constructional Col-umn Construction comprise the following steps:

1, embedding four hole built-in fittings.In construction in early stage, according to design drawing, at post bottom surface and the capital face place embedding four hole built-in fittings respectively of constructional column placement, for the longitudinal reinforcement in fixture construction post.

2, fixing longitudinal reinforcement.According to the design height of constructional column and in addition suitable excess length, intercept reinforcing bar, make reinforcing bar can insert four hole built-in fitting sufficient lengths, and according to actual conditions, reinforcing bar and built-in fitting can be welded and fixed.

3, the type of prefabricated joint is determined.According to the type of infilled wall (yi word pattern, T-shaped or cross), determine the type of the prefabricated joint of constructional column and corresponding blockwork type.

4, the building by laying bricks or stones of infilled wall and constructional column.

1) individual layer is built by laying bricks or stones: as shown in Figure 1, in layer builds by laying bricks or stones synchronous with infilled wall standard fragment of brick 1 for constructional column blockwork from lower to upper.During building structure post prefabricated section, as shown in Figure 2, the prefabricated joint building block 8 of 240mm indulges muscle 3 by the groove 5 of building block through constructional column vertically fixing in advance before this, determine the position of blockwork, then in the groove 5 of blockwork, cement mortar is poured into, and with brick cutter by knocking blockwork by cement mortar vibration compacting, blockwork and longitudinal reinforcement are effectively bondd, formed overall.Also conventional cement mortar can be changed to expansive cement mortar, groove gap is filled completely, increase the bonding of blockwork and longitudinal reinforcement, reach better globality effect.

2) longitudinally build by laying bricks or stones: as Fig. 4, shown in Fig. 5, two identical 240mm blockworks form a prefabricated joint, by the convex shuttle table type clamping device 6 of building block between blockwork, concavity shuttle table type clamping device is engaged, and be accompanied by when building by laying bricks or stones and build self-expanding cement mortar by laying bricks or stones, make biting the end of knot between blockwork more tight.For the prefabricated joint of yi word pattern wall, prefabricated joint building block is divided into two types, and one is the prefabricated joint 11 of 360mm, and long limit is of a size of 360mm; One is the prefabricated joint 9 of 240mm, and long limit is of a size of 240mm, and two type blockwork broadbands are 204mm, and thickness is 53mm.The prefabricated joint building block of dissimilar constructional column adds the thickness of mortar joint, is roughly 60mm.The length difference of the prefabricated joint of two types is 120mm, constructional column is vertically alternately built by laying bricks or stones by the prefabricated joint of two types, what form each 60mm in both sides due to the length difference between the prefabricated joint of length outstanding form horse tooth trough and is combined between infilled wall building block, and prefabricated merism post and filled wall are linked as a whole.For the prefabricated joint building block of T font wall, have the building block of a class prefabricated joint to be square, 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, the constructional column tension rib 13 going deep into body of wall and be not less than one meter of length need be set every 500mm between constructional column and filled wall, tension rib 13 stretches into body of wall, and to be accompanied by masonry mortar floating, namely tension rib 13 is embedded among mortar joint, to strengthen the constraint of constructional column to filled wall, improve constructional column and the jointly stressed performance of body of wall.For making prefabricated merism post can better form entirety with filled wall, effectively retraining filled wall, reaching predetermined object.Prefabricated merism post also adopts the connection arranging enhancing and body of wall of tension rib.Its construction sequence is: (1) is according to the kind of design of filled wall and prefabricated merism post, determine length and the type of tension rib 13, for yi word pattern wall, make tension rib in advance according to design, tension rib two ends are made as the crotch of L-type, and ensure that the length of tension rib 13 meets designing requirement.(2) when masonry panel and prefabricated joint; when vertical prefabricated joint number amount often reaches four; a tension rib 13 is just set; tension rib 13 is four; two each side placed side by side of prefabricated joint; as shown in the figure; tension rib 13 one end crotch stretches into prefabricated joint along body of wall; indulge muscle with opposite side fixing in advance and complete overlap joint; when four tension ribs have all overlapped with vertical muscle and after regular placement on the wall; just repeat building by laying bricks or stones of infilled wall building block and prefabricated joint building block, make tension rib submerge among masonry mortar and mortar joint, and guarantee that the thickness of mortar joint is even and full.

4) construction of stirrup: if Figure 13 is the perspective view being provided with the prefabricated joint building block of stirrup of yi word pattern wall of the present invention, in present Constructional Col-umn Construction, stirrup has the vertical muscle lateral deformation of constraint, improves the shear resistance of constructional column, is convenient to the effect that vertical muscle colligation forms reinforcing cage.To the constructional column of 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, as shown in figure 13, because blockwork arrives precalculated position by arranging the not opening groove in one end open one end 5 through vertical muscle, longitudinal reinforcement is made to pass blockwork, and in groove 5, fill closely knit Masonry cement mortar or expansive cement, blockwork and vertical muscle are formed entirety, and then it is overall to form prefabricated merism post.In order to make up groove 5 one end open one section of closing structure to the partial impairment of vertical muscle restriction ability, make simple and easy in conjunction with the convenience of constructing and blockwork.For the prefabricated joint building block corresponding to yi word pattern wall, as shown in figure 13, the upper surface of the prefabricated joint building block of each length is provided with annular groove for placing stirrup and mortar joint reserved by constructional column stirrup, stirrup spacing can adjust according to designing requirement, non-encrypted area stirrup spacing is set to 240mm, namely a stirrup is set every two prefabricated joints, 120mm is adjusted to the stirrup spacing of encrypted area, namely a stirrup is set every a prefabricated joint.Stirrup unification is in advance 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 side to not opening side to movement, muscle will be indulged surround wherein, then by stirrup opening both sides to pressing off conjunction, and stirrup is pressed into the default annular groove 14 for placing stirrup of prefabricated joint, with cement mortar or expansive cement to prefabricated section trench fill while, annular groove 14 filled and polishes, then carrying out building by laying bricks or stones of last building block.

Part III:

T-shaped prefabricated merism post: as Figure 14,15,16,17,18, respectively show the perspective view of the infilled wall constructional column of T font wall; The volume rendering structural representation of the building block in the longer prefabricated joint of infilled wall constructional column of T font wall; The generalized section of two building blocks in the longer prefabricated joint of infilled wall constructional column of T font wall; The generalized section of the prefabricated joint junction of infilled wall constructional column two of T font wall; The perspective view of the prefabricated joint junction of infilled wall constructional column two of T font wall.Prefabricated merism post (referred to as T-shaped prefabricated merism post) corresponding to T-shaped infilled wall is compared to the prefabricated merism post corresponding to yi word pattern infilled wall, need to carry out biting the end of knot with the filled wall of three sides by the form of building by laying bricks or stones of horse tooth trough, so T-shaped prefabricated merism post is made up of the prefabricated joint of two kinds, two prefabricated joints vertically and alternately build by laying bricks or stones, as shown in figure 15.Figure 15 is the prefabricated joint building block in the yi word pattern body of wall of facing bond in T-shaped infilled wall, and long limit is of a size of 360mm, short side dimension is 240mm, and thick is 53mm.Also have one for the prefabricated joint of facing bond in another vertical infilled wall, long limit is of a size of 300mm, and short side dimension is 240mm, and thickness is 53mm.The prefabricated joint of two types is all similar with the prefabricated joint of foregoing yi word pattern infilled wall constructional column, is provided with the groove that one end open one end is closed, is provided with annular groove for placing stirrup with duration limit compared with the prefabricated joint of long type.In order to the convenience of building by laying bricks or stones, the setting of prefabricated joint negative and positive rhombus clamping device is as shown in Figure 16, Figure 17.The construction sequence of T-shaped prefabricated merism post is consistent with yi word pattern prefabricated merism post construction sequence.

Cross prefabricated merism post: the cross prefabricated merism post corresponding to cross infilled wall is compared to the T-shaped prefabricated merism post corresponding to T font infilled wall, need to carry out biting the end of knot with the filled wall of four sides by the form of building by laying bricks or stones of horse tooth trough 12, 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 vertical also alternately builds by laying bricks or stones.The size of the prefabricated joint of cross prefabricated joint building block is that long limit is of a size of 360mm, short side dimension is 240mm, and thick is 53mm.Prefabricated joint is similar with the prefabricated joint of foregoing yi word pattern infilled wall constructional column, is provided with the groove that one end open one end is closed, and the end face of each prefabricated joint or bottom surface are provided with the annular groove placing stirrup simultaneously.Prefabricated joint negative and positive rhombus clamping device be arranged at prefabricated joint center.The construction sequence of cross prefabricated merism post is consistent with yi word pattern prefabricated merism post construction sequence.

Claims (10)

1. an articulated constuction post of simultaneously constructing with frame construction infilled wall, it is characterized in that: comprise building block, negative and positive clamping device, groove etc., 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 respectively have a recessed or convex shuttle table type clamping device, and vertical muscle is first pre-buried by the form of built-in fitting, building block are installed according to wall form and vertical muscle and coincide.
2. a kind of articulated constuction post of simultaneously constructing with frame construction infilled wall according to claim 1, it is characterized in that: negative and positive occlusion place between blocks, and groove place pouring self-expanding cement, when after cement final set, the concrete prepared by expansive cement degree of free swelling in water is 8 ~ 10 × 10 -4.
3. a kind of articulated constuction post of simultaneously constructing with frame construction infilled wall according to claim 1, it is characterized in that: can be provided with cavity in described building block, the chamber portion of upper and lower prefabricated joint has overlapped the cavity of constructional column.
4. a kind of articulated constuction post of simultaneously constructing with frame construction infilled wall according to claim 1, it is characterized in that: at interval of several prefabricated joints, tension rib is set, make infilled wall and the effective drawknot of constructional column, be provided with simultaneously and rub with the hands with the gingival cyst of mucous gland in the newborn of body of wall snap-in, make the combination of infilled wall and constructional column more abundant.
5. a kind of articulated constuction post of simultaneously constructing with frame construction infilled wall according to claim 1, it is characterized in that: can be provided with cavity in above-mentioned building block, the chamber portion of upper and lower prefabricated joint has overlapped the cavity of constructional column.
6. a kind of articulated constuction post of simultaneously constructing with frame construction infilled wall according to claim 1, it is characterized in that: in the place adding constructional column, upper roof and lower flooring respectively bury four hole built-in fittings, before infilled wall and Constructional Col-umn Construction, put corresponding vertical muscle, and fix.
7. a kind of articulated constuction post of simultaneously constructing with frame construction infilled wall according to claim 6, is characterized in that: vertical muscle is 4 or 6 or 8.
8. a kind of articulated constuction post of simultaneously constructing with frame construction infilled wall according to claim 1, it is characterized 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, stirrup can be set in the joint of prefabricated joint and mortar joint place.
9. a kind of articulated constuction post of simultaneously constructing with frame construction infilled wall according to claim 1, is characterized in that: for yi word pattern wall, respectively should arrange a gingival cyst of mucous gland in the newborn rub with the hands in two of a four-prism relative side.
10. a kind of articulated constuction post of simultaneously constructing with frame construction infilled wall according to claim 1, it is characterized in that: a prefabricated joint is made up of two blockworks, the thickness of each blockwork is identical with block thickness, and the thickness of two blockworks and the thickness sum of mortar joint are the thickness that gingival cyst of mucous gland in the newborn is rubbed with the hands.
CN201510363050.0A 2015-06-25 2015-06-25 Assembly type constructional column constructed simultaneously with framework structure infill wall CN105113663A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510363050.0A CN105113663A (en) 2015-06-25 2015-06-25 Assembly type constructional column constructed simultaneously with framework structure infill wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510363050.0A CN105113663A (en) 2015-06-25 2015-06-25 Assembly type constructional column constructed simultaneously with framework structure infill wall

Publications (1)

Publication Number Publication Date
CN105113663A true CN105113663A (en) 2015-12-02

Family

ID=54661755

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510363050.0A CN105113663A (en) 2015-06-25 2015-06-25 Assembly type constructional column constructed simultaneously with framework structure infill wall

Country Status (1)

Country Link
CN (1) CN105113663A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284846A (en) * 2016-09-28 2017-01-04 西安建筑科技大学 A kind of assembled steel reinforced concrete-constituted pile and utilize the system of this post, construction method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20060110468A (en) * 2005-04-20 2006-10-25 김창윤 Wall structure of bolt join type and the method of construction
CN101429803A (en) * 2008-12-05 2009-05-13 重庆大学 Construction column used for masonry structure and its production method and special precast segment
CN101457556A (en) * 2006-06-16 2009-06-17 罗进南 Core beam constructional column mixed combination wall, building method and relevant building block
CN102797308A (en) * 2012-08-02 2012-11-28 湖南大学 Novel self-insulating constructional column
CN203487705U (en) * 2013-08-13 2014-03-19 上海理工大学 Prefabricated knob, prefabricated knob assembly and anti-earthquake self-insulating constructional column
CN205617602U (en) * 2015-06-25 2016-10-05 朱占元 Assembled constructional column of being under construction simultaneously with frame construction infilled wall

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20060110468A (en) * 2005-04-20 2006-10-25 김창윤 Wall structure of bolt join type and the method of construction
CN101457556A (en) * 2006-06-16 2009-06-17 罗进南 Core beam constructional column mixed combination wall, building method and relevant building block
CN101429803A (en) * 2008-12-05 2009-05-13 重庆大学 Construction column used for masonry structure and its production method and special precast segment
CN102797308A (en) * 2012-08-02 2012-11-28 湖南大学 Novel self-insulating constructional column
CN203487705U (en) * 2013-08-13 2014-03-19 上海理工大学 Prefabricated knob, prefabricated knob assembly and anti-earthquake self-insulating constructional column
CN205617602U (en) * 2015-06-25 2016-10-05 朱占元 Assembled constructional column of being under construction simultaneously with frame construction infilled wall

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
郑妮娜: "装配式构造柱约束砌体结构抗震性能研究", 《中国博士学位论文全文数据库》 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284846A (en) * 2016-09-28 2017-01-04 西安建筑科技大学 A kind of assembled steel reinforced concrete-constituted pile and utilize the system of this post, construction method

Similar Documents

Publication Publication Date Title
CN102808465B (en) Assembly connecting structure and assembly connecting method of assembled concrete frame and shear wall combination
AU2013261184B2 (en) Modular building system
US4319440A (en) Building blocks, wall structures made therefrom and methods of making the same
CN103469939B (en) A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof
CA2683326C (en) Reinforcing spacer device
CN106013811B (en) A kind of installation method of assembled architecture
CN101429803B (en) Construction column used for masonry structure and its production method and special precast segment
CN106499051B (en) A kind of column perforation prefabricated PC concrete frame frame system and its construction method
KR100951097B1 (en) Slab and subgrade external wall structure and method for constructing underground slab and subgrade external wall, bracket
US4765104A (en) Brick panel
CN104631659B (en) Prefabricated assembled band steel plate concealed bracings overlaid plate type concrete coupled shear wall
CN206308796U (en) A kind of post insertion prefabricated PC concrete frame frame system
CN207160039U (en) A kind of Tenon prefabricated PC open caisson
CN103104053A (en) Assembled concrete shear wall and construction method thereof
CN204531066U (en) Assembly concrete-filled steel tube shear wall splits assembled syndeton
CN105649360A (en) Integral assembling type building system and installing method
CN102003080B (en) Anti-seismic reinforcing structure and method of old brickwork building
CN203475598U (en) Shock-proof prefabricated building of steel bar truss shearing wall composite structure
US7124545B1 (en) Tilt-up panel and method
CN203440948U (en) Precast concrete double-plate shear wall with built-in slant support
CN103410317A (en) Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part
US5505563A (en) Cellular structures for sustaining walls
CN110439137A (en) Prefabricated panel, wall and prefabricated panel production method, precast wall body construction method
US20120167502A1 (en) Modular construction system and components and method
CN105951880A (en) Assembled underground structure of precast concrete planks and construction method thereof

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20151202

RJ01 Rejection of invention patent application after publication