CN109057084A - A kind of novel building method - Google Patents
A kind of novel building method Download PDFInfo
- Publication number
- CN109057084A CN109057084A CN201810786499.1A CN201810786499A CN109057084A CN 109057084 A CN109057084 A CN 109057084A CN 201810786499 A CN201810786499 A CN 201810786499A CN 109057084 A CN109057084 A CN 109057084A
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- Prior art keywords
- brick
- window
- boss
- pillar
- building
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 24
- 239000011449 brick Substances 0.000 claims abstract description 116
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 16
- 238000010276 construction Methods 0.000 claims abstract description 12
- 210000003205 muscle Anatomy 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 7
- 239000010959 steel Substances 0.000 claims abstract description 7
- 239000004567 concrete Substances 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 20
- 238000009434 installation Methods 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000002650 habitual effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention proposes a kind of novel building methods, comprising the following steps: 1) in house foundation construction pre-buried pillar reinforcing bar, it is pre-buried in ground beam construction or positioning link is installed after ground beam is built up, then mortar levelling ground beam is used, guarantee levelness no more than 3mm；2) it builds first layer brick: being built using building block brick, build, the dowel of positioning link is placed in link slot, then fill mortar into link slot；3) build second layer brick and other layer of brick: the groove of second layer building block brick is matched with the boss of first layer brick, and dislocation is built, and the masonry of other layers and the building method of the second layer are identical；It is placed in anti-seismic steel bar in muscle slot, pours mortar；Pillar mortar is poured when building the every increase 0.8-1.2m of height.The present invention changes existing masonry technology, and the building block brick of using advance technology reduces masonry difficulty, while also not using cast template, changes traditional process, substantially increases production and construction efficiency.
Description
Technical field
The invention belongs to building engineering fields, and in particular to a kind of novel building method.
Background technique
During building is development of human civilization, closely accompany with people the problem of.Since the mankind eating birds and animals raw, just
Want to have use up method to expose to the sun and rain.For thousands of years, people are transitioned into easy log hut from cavern finally, then have cave dwelling, just have
, finally there is brick in soil matrix room, and cement still later just really brings advancing by leaps and bounds for building.Brick is that one kind has thousands of years
The construction material of history has been habitual article in the ideology of people, so that all not improving for a long time
Idea.Traditional construction method uses square brick, under the auxiliary of mortar, successively builds, there is higher technical requirements,
And building intensity is lower.Meanwhile when being poured pillar, and needs template just and can be carried out the casting of pillar.
Summary of the invention
In view of the deficiencies of the prior art, the invention proposes a kind of novel building methods is changed using various brick and accessory
Become brick-building art, does not use cast template.
The technical scheme of the present invention is realized as follows: a kind of novel building method, comprising the following steps:
1) the pre-buried pillar reinforcing bar in house foundation construction, pre-buried in the ground beam construction or installation positioning after ground beam is built up
Connector, then with mortar levelling ground beam, guarantee levelness is 1-3mm；The positioning link includes several dowels and fixation
Plate, the dowel are fixedly connected perpendicular to the fixed plate and with the fixed plate, the lower half portion of the dowel with it is described
Ground beam is fixedly connected, and the quantity of the dowel and position are determined according to house desigh and brick；
2) it builds first layer brick: being built using building block brick, the building block brick includes the upper surface of brick ontology, the brick ontology
Equipped with boss and muscle slot, the groove to match with the boss is arranged below, the left and right sides is equipped with link slot, the boss and institute
It states and is equipped with through-hole between groove；When masonry, the dowel of positioning link is placed in link slot, then sand is filled into link slot
Slurry；
3) build second layer brick and other layer of brick: the groove of second layer building block brick is matched with the boss of first layer brick, wrong
Position is built, and the masonry of other layers and the building method of the second layer are identical；It is required according to national correlation department and design specification is in muscle
It is placed in anti-seismic steel bar in slot, pours mortar；Pillar mortar is poured when building the every increase 0.8-1.2m of height.
The use of building block brick greatly reduces masonry difficulty, does not use cast template；Muscle slot is pre- as the landfill of reinforcing bar
Slot is stayed, precision when will not influence masonry between brick and brick, and a hoop is collectively formed with vertical link slot, add in masonry
Enter filler, be formed by curing the anchor ear of the brick ontology that links closely, improves the antidetonation and impact resistance of brick；Positioning link is effective
Improve the bonding strength between ground beam and building block brick.
More preferably, in the step 3) window building method are as follows: using building block brick, the first windowsill brick, the second windowsill brick,
First window side brick, the second window side brick and window beam are built, and the first windowsill brick is located at the bottom end of window, and the second windowsill brick is located at window
The lower right corner of son, the first window side brick and the second window side brick are alternately located in the two sides of window, and window beam is located at the top of window；Described
One windowsill brick be it is rectangular, be a flat surface above, groove identical with the building blocks frog be arranged below；The second windowsill brick
Two boss identical with the building block brick boss are added for the first windowsill brick part；First window side brick be it is rectangular, above
Equipped with boss identical with the building block brick boss, groove identical with the building blocks frog is arranged below, side is plane,
The other side is equipped with mounting groove；Second window side brick is a half part on first window side brick band connection slot one side；The window
Beam is strip, is equipped with boss identical with the building block brick boss above, and middle part below is plane, and both ends below are equipped with
Groove identical with the building blocks frog.Building block brick, the first windowsill brick, the second windowsill brick, the first window side brick, the second window side brick
And the use of window beam has not only facilitated masonrys so that the wall around window once builds molding, but also makes wall beauty, and guarantee wall
Body intensity.
More preferably, in the step 3) precast beam building method are as follows: using pillar connector connection pillar and precast beam,
The pillar connector includes spine parts and beam parts, and the spine parts include beam connection and rebar connector, described
Rebar connector and the beam connection are affixed, and the beam connection and the beam parts are affixed；By rebar connector and pillar
Together, then placing concrete forms pillar to reinforcement welding, and the coupling part of beam connection is exposed at outside pillar, beam parts with it is prefabricated
Beam parts and beam connection together, are then fixed together with bolt by the reinforcement welding of beam, are finally poured concrete covering.
The structure effectively increases the bonding strength of pillar and precast beam, and improves construction efficiency.
The present invention changes existing masonry technology, and the building block brick of using advance technology reduces masonry difficulty, while
Cast template is not used, traditional process is changed, substantially increases production and construction efficiency.
Detailed description of the invention
Fig. 1 is positioning link scheme of installation；
Fig. 2 is the structural schematic diagram of positioning link；
Fig. 3 is the top view illustration in Fig. 2；
Fig. 4 is the structural schematic diagram of second of positioning link；
Fig. 5 is the structural schematic diagram of building block brick；
Fig. 6 is the A-A direction view schematic diagram in Fig. 5；
Fig. 7 is first layer brick masonry schematic diagram；
Fig. 8 is second layer brick masonry schematic diagram；
Fig. 9 is that anti-seismic steel bar is placed in schematic diagram；
Figure 10 is the structural schematic diagram that window is built；
Figure 11 is the structural schematic diagram of the first windowsill brick；
Figure 12 is the structural schematic diagram of the second windowsill brick；
Figure 13 is the structural schematic diagram of the first window side brick；
Figure 14 is the structural schematic diagram of the second window side brick；
Figure 15 is the structural schematic diagram of window beam；
Figure 16 is the structural schematic diagram of pillar link element；
Figure 17 is the structural schematic diagram of spine parts in Figure 15；
Figure 18 is the cross-sectional view of spine parts；
Figure 19 is the structural schematic diagram of beam parts in Figure 15；
Figure 20 is the cross-sectional view of beam parts；
Figure 21 is the connection schematic diagram of precast beam and pillar；
Figure 22 is the structural schematic diagram of T shape wall column sub- connecting member；
Figure 23 is the structural schematic diagram of right angle wall column sub- connecting member；
Figure 24 is that wall precast beam in right angle builds schematic diagram.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Whole description.
A kind of novel building method as shown in Figures 1 to 9, comprising the following steps:
1) the pre-buried pillar reinforcing bar 53 in house foundation construction, it is pre-buried in the construction of ground beam 1 or install after ground beam 1 is built up
Positioning link 2, then with mortar levelling ground beam 1, so that the fixed plate 21 of the upper plane of ground beam 1 and positioning link 2 is same
Horizontal plane, guarantee levelness are 1-3mm；Positioning link 2 includes several dowels 22,23 and fixed plate 21, dowel 22,23
It being welded as a whole perpendicular to fixed plate 21 and with the fixed plate 21, the lower half portion of dowel 22,23 is fixedly connected with ground beam 1,
The case where ground beam 1 has poured completion, punched on pouring the ground beam 1 completed, it will be in one end insertion 1 hole of ground beam of dowel 22
And placing concrete, if ground beam not yet pours, using positioning link 2 as shown in Figure 4, dowel 23 is L shape, dowel
Then ground beam 1 is poured, the quantity of dowel and position are according to house desigh together with the reinforced-bar binding of ground beam 1 in 23 lower part
And brick is determined；
2) it builds first layer brick: being built using building block brick 3, building block brick 3 includes brick ontology, and the upper surface of the brick ontology is set
Have boss 31 and muscle slot 35, be arranged below the groove 32 to match with boss 31, the left and right sides is equipped with link slot 33, boss 31 with
Through-hole 34 is equipped between groove 32, building block brick 3 as needed can be made as full biography, bat, quarter bat etc.；It, will when masonry
The dowel 22,23 of positioning link 2 is placed in link slot 33, then fills mortar into link slot 33；
3) build second layer brick and other layer of brick: the groove 32 of second layer building block brick 3 and the boss 31 of first layer brick match
It closes, dislocation is built, and the masonry of other layers and the building method of the second layer are identical；According to national correlation department requirement and design specification
It is placed in anti-seismic steel bar 36 in muscle slot 35, pours mortar；Pillar mortar is poured when building the every increase 1m of height.
As shown in Figure 10 to Figure 15, the building method of window 4 in the step 3) are as follows: use building block brick 3, the first windowsill brick
42, the second windowsill brick 41, the first window side brick 43, the second window side brick 44 and window beam 45 are built, and the first windowsill brick 42 is located at window
The bottom end of son 4, the second windowsill brick 41 are located at the lower right corner of window 4, and the first window side brick 43 and the second window side brick 44 are alternately located in window
The two sides of son, window beam 45 are located at the top of window 4；First windowsill brick 42 be it is rectangular, be a flat surface, be arranged below and building blocks above
The identical groove 421 of frog 32；Second windowsill brick 41 is that the first windowsill brick part is identical as building block brick boss 31 plus two
Boss 411；First window side brick 43 be it is rectangular, be equipped with boss identical with building block brick boss 31 above, be arranged below and building blocks
The identical groove of frog 32, side are plane, and the other side is equipped with mounting groove；Second window side brick 44 is the first window side brick 43 with even
One half part on access slot one side；Window beam 45 is strip, is equipped with boss 451 identical with building block brick boss 31 above, below
Middle part is plane, and both ends below are equipped with groove 452 identical with building blocks frog 32.
As shown in Figure 16 to Figure 24, the building method of precast beam in the step 3) are as follows: use pillar connector connecting column
Son 5 and precast beam, criss-cross pillar connector includes a spine parts 51 and four beam parts 52, spine parts 51 include
Beam connection 511 and rebar connector 512, beam connection 511 are that criss-cross steel plate is constituted by cross section, rebar connector
512 be plane steel plate, there is four pieces, and both ends are welded on two flank side surfaces of beam connection 511, forms a stable triangle,
The cross section of beam parts 52 is T shape, and beam connection 511 and the beam parts 52 are bolted to connection together, can also be with
Weld together, the pillar connector of T font is as shown in figure 22, and right angle wall column sub- connecting member is as shown in figure 23.As shown in figure 21,
In application, rebar connector 512 and pillar reinforcing bar 53 are welded together, then placing concrete forms pillar 5, beam connection
511 coupling part is exposed at outside pillar 3, and beam parts 52 and the reinforcing bar 54 of precast beam weld together, then with bolt by beam portion
Part 52 is fixed together with beam connection 511, realizes the connection of brick mix structure pillar 5 and precast beam, is finally poured concrete and covers
Lid.
Claims (3)
1. a kind of novel building method, it is characterised in that the following steps are included:
1) the pre-buried pillar reinforcing bar in house foundation construction, it is pre-buried in ground beam construction or install and be located by connecting after ground beam is built up
Part, then with mortar levelling ground beam, guarantee levelness is 1-3mm；The positioning link includes several dowels and fixed plate, institute
It states dowel to be fixedly connected perpendicular to the fixed plate and with the fixed plate, the lower half portion of the dowel and the ground beam are solid
Fixed connection, the quantity of the dowel and position are determined according to house desigh and brick；
2) it builds first layer brick: being built using building block brick, the building block brick includes brick ontology, and the upper surface of the brick ontology is equipped with
Boss and muscle slot, are arranged below the groove to match with the boss, and the left and right sides is equipped with link slot, the boss with it is described recessed
Through-hole is equipped between slot；When masonry, the dowel of positioning link is placed in link slot, then mortar is filled into link slot；
3) build second layer brick and other layer of brick: the groove of second layer building block brick is matched with the boss of first layer brick, and dislocation is built
It builds, the masonry of other layers and the building method of the second layer are identical；It is required according to national correlation department and design specification is in muscle slot
Merging anti-seismic steel bar pours mortar；Pillar mortar is poured when building the every increase 0.8-1.2m of height.
2. novel building method as described in claim 1, it is characterised in that the building method of window in the step 3) are as follows: make
It is built with building block brick, the first windowsill brick, the second windowsill brick, the first window side brick, the second window side brick and window beam, the first windowsill brick
Positioned at the bottom end of window, the second windowsill brick is located at the lower right corner of window, and the first window side brick and the second window side brick are alternately located in window
Two sides, window beam is located at the top of window；The first windowsill brick be it is rectangular, be a flat surface, be arranged below and the product above
The identical groove of woodbox groove；The second windowsill brick is that the first windowsill brick part is identical as the building block brick boss plus two
Boss；First window side brick be it is rectangular, above be equipped with boss identical with the building block brick boss, be arranged below with it is described
The identical groove of building blocks frog, side are plane, and the other side is equipped with mounting groove；Second window side brick is first window side
One half part on brick band connection slot one side；The window beam is strip, is equipped with boss identical with the building block brick boss above,
Following middle part is plane, and both ends below are equipped with groove identical with the building blocks frog.
3. novel building method as described in claim 1, it is characterised in that the building method of precast beam in the step 3) are as follows:
Pillar is connected using pillar connector and precast beam, the pillar connector include spine parts and beam parts, the pillar portion
Part includes beam connection and rebar connector, and the rebar connector and the beam connection are affixed, the beam connection and institute
It is affixed to state beam parts；By rebar connector together with pillar reinforcement welding, then placing concrete forms pillar, beam connection
Coupling part is exposed at outside pillar, then beam parts are connect by beam parts together with the reinforcement welding of precast beam with bolt with beam
Part is fixed together, and is finally poured concrete covering.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810786499.1A CN109057084B (en) | 2018-07-17 | 2018-07-17 | Construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810786499.1A CN109057084B (en) | 2018-07-17 | 2018-07-17 | Construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109057084A true CN109057084A (en) | 2018-12-21 |
| CN109057084B CN109057084B (en) | 2022-01-28 |
Family
ID=64816969
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810786499.1A Expired - Fee Related CN109057084B (en) | 2018-07-17 | 2018-07-17 | Construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN109057084B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201137234Y (en) * | 2007-07-13 | 2008-10-22 | 邝文达 | Building block brick and its splicing structure |
| CN101736832A (en) * | 2009-12-18 | 2010-06-16 | 北京工业大学 | Confined masonry structure and making method thereof |
| CN102561551A (en) * | 2012-01-10 | 2012-07-11 | 湖南大学 | Thick wall and construction method thereof |
| CN203977623U (en) * | 2014-07-11 | 2014-12-03 | 武汉理工大学 | The assembled wall that lattice light steel frame combines with light concrete masonry |
| CN105672552A (en) * | 2014-12-20 | 2016-06-15 | 湖南科技大学 | Mortar-free building block for eliminating energy and reducing shock |
| CN106088445A (en) * | 2016-07-08 | 2016-11-09 | 上海交通大学 | A kind of without mortar raw-soil masonry structure system and building |
| CN107859227A (en) * | 2017-11-15 | 2018-03-30 | 陕西理工大学 | A kind of raw-soil base insulation blocks, blockwork and its construction method |
-
2018
- 2018-07-17 CN CN201810786499.1A patent/CN109057084B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201137234Y (en) * | 2007-07-13 | 2008-10-22 | 邝文达 | Building block brick and its splicing structure |
| CN101736832A (en) * | 2009-12-18 | 2010-06-16 | 北京工业大学 | Confined masonry structure and making method thereof |
| CN102561551A (en) * | 2012-01-10 | 2012-07-11 | 湖南大学 | Thick wall and construction method thereof |
| CN203977623U (en) * | 2014-07-11 | 2014-12-03 | 武汉理工大学 | The assembled wall that lattice light steel frame combines with light concrete masonry |
| CN105672552A (en) * | 2014-12-20 | 2016-06-15 | 湖南科技大学 | Mortar-free building block for eliminating energy and reducing shock |
| CN106088445A (en) * | 2016-07-08 | 2016-11-09 | 上海交通大学 | A kind of without mortar raw-soil masonry structure system and building |
| CN107859227A (en) * | 2017-11-15 | 2018-03-30 | 陕西理工大学 | A kind of raw-soil base insulation blocks, blockwork and its construction method |
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| Publication number | Publication date |
|---|---|
| CN109057084B (en) | 2022-01-28 |
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