CN102518254A - Steel wire mesh sheet bended formed type reinforced-rebar special-shaped section concrete column-wall board shock isolation house and method thereof - Google Patents
Steel wire mesh sheet bended formed type reinforced-rebar special-shaped section concrete column-wall board shock isolation house and method thereof Download PDFInfo
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Abstract
A steel wire mesh sheet bended formed type reinforced-rebar special-shaped section concrete column-wall board shock isolation house and a method thereof belong to the field of shock prevention and disaster reduction. The steel wire mesh sheet bended formed type reinforced-rebar special-shaped section concrete column adopts steel wire mesh sheets to be bended into a special-shaped steel wire mesh framework. A wall body is made of light ecological panels or wall bricks, the wall panels or the wall bricks are connected with special-shaped columns through concave-convex key grooves, the wall panels are meshed through the concave-convex key grooves, the wall bricks are meshed through the concave-convex key grooves, and reliable connection between the wall panels or the wall bricks is guaranteed. The special-shaped steel wire mesh framework is formed by bending 8# galvanized wire mesh sheets, thereby being convenient in construction. Reserved end grooves at the ends of sections of the columns are connected with the light ecological panels to achieve the purpose of enhancing integrity of the house and improving whole shock resistance and energy dissipation capacity. The house belongs to a rural house which is practical and low in cost and can effectively resolve the problems that the rural house is poor in integrity and weak in shock resistance capacity.
Description
Technical field
The present invention relates to steel fabric sheet and be bent into the pattern arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house and practice, belong to a kind of novel practical, cheap and be applicable to that the steel fabric sheet of village-town house is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house.
Background technology
Earthquake is as a kind of unpredictable, natural calamity that destructive power is extremely strong, and all previous generation has brought tremendous loss all for the people's life and property.China is in the multiple phase of earthquake in recent years, and 16 secondary earthquake disasters only just took place in 2007, Wenchuan earthquake wherein, and just nearly 7,341 hundred million yuan of the economic losses that causes are surplus dead and wounded number reaches ten ten thousand.China's seismic region distribution simultaneously is wide, and the area of fortification intensity more than 5 degree reach accounts for more than 70% of area, and is in area, villages and small towns underdeveloped mostly.Because economic cause, these regional houses adopt the masonry load-carrying members mostly, and most of house do not adopt anti-seismic construction measure, and such masonry building belongs to friable structure, and anti-seismic performance is relatively poor, very easily collapses when meeting with larger earthquake.Domestic anti-seismic technology research at present; Concentrate on high level, superelevation layer and large-span structure aspect mostly, less to the villages and small towns earthquake research, and all previous earthquake disaster is when taking place; What loss was the most heavy often is exactly vast area, villages and small towns, and this point has just been explained in Wenchuan earthquake and cajaput earthquake.
The main constructional materials of brick house is a loam brick, and its main source is ploughed exactly.China ploughs and only deposits 1,500,000,000 mu, and per capita area of cultivated farmland is lower than 1/3 of world average level, and because firing of loam brick makes the speed minimizing of arable land with millions of mu of every year.Therefore, China presses for and carries out the materials for wall innovation, thoroughly abolishes loam brick, replaces the new structure and the material of safety, environmental protection, antidetonation.The shaped pile frame lightweight wall construction is hidden into pillar in the body of wall, has effectively increased building area, has improved the function of use of building, and makes the aesthetic interior of residential structure smooth; Space enclosing structure is taked the lightweight body of wall, and dead load is alleviated, and geological process is little.Therefore, the shaped pile frame lightweight wall construction has become replacement brick mix structure important structure form, and current has been the energy-saving residence form of structure that China's emphasis is promoted.
Traditional shaped pile frame lightweight wall construction is used for multilayer and little high residential building structure more, and the equal more complicated of technical scheme and job practices, construction costs are also higher, are not suitable in the architectural structure system of villages and small towns.Therefore, research economical rationality, the receptible shaped pile frame lightweight wall construction system of the masses solve problems such as house, villages and small towns globality is poor, shock resistance weakness, thermal and insulating performance difference, have important economy and society and are worth.
Summary of the invention
The object of the present invention is to provide a kind of steel fabric sheet to be bent into the pattern arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house and practice, problems such as house, villages and small towns globality is poor in the hope of solving, shock resistance weakness, thermal and insulating performance difference with advantages such as simple structure, cheap, easy construction, anti-seismic performance are good.
The technical scheme that the present invention adopts is following:
Steel fabric sheet is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house, mainly is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column, lightweight body of wall, rc-frame-beam or precast beam, reinforced concrete floor, reinforced concrete roof or log cabin lid by ground, plain concrete cushion layer, grade beam, steel fabric sheet and forms; Described steel fabric sheet is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column and comprises L shaped, T shape, star section concrete column.
Said odd-shaped cross section concrete column mainly is made up of the concrete of building the post main body 1, the profile iron silk screen sheet skeleton that is embedded in the boring of the sealing that is surrounded by steel fabric sheet 2 in the concrete, the spill keyway 3 that is positioned at the concrete column end; In L shaped section concrete column, be embedded with L shaped steel fabric sheet skeleton 4 along L shaped concrete column edge; L shaped steel fabric sheet skeleton 4 is shaped as the L shaped of closed hollow, has by the concreting moulding at two L shaped newel post's outlimbs of concrete column to be used for the spill keyway 3 that is connected with light insulating wall; In the T section concrete column, be embedded with T steel silk netting skeleton 5 along T shape concrete column edge; T steel silk netting skeleton 5 is shaped as the T shape of closed hollow, has by the concreting moulding at three post outlimbs of concrete column T shape to be used for the spill keyway 3 that is connected with light insulating wall; In the star section concrete column, be embedded with cross steel fabric sheet skeleton 6 along cross concrete column edge; Cross steel fabric sheet skeleton 6 is shaped as the cross of closed hollow, has by the concreting moulding at criss-cross four the post outlimbs of concrete column to be used for the spill keyway 3 that is connected with light insulating wall; In the Z-section concrete column, be embedded with Z bar silk netting skeleton 7 along Z-shaped concrete column edge; It is Z-shaped that Z bar silk netting skeleton 7 is shaped as closed hollow, has by the concreting moulding at two Z-shaped post outlimbs of concrete column to be used for the spill keyway 3 that is connected with light insulating wall.
The limb of said concrete column is long: limb is thick=and 2～4; The galvanized wire that steel fabric sheet 2 is 4mm by level and vertical 8# galvanized wire or diameter is spliced into grid-like grid and forms, and the monolateral length of grid is greater than the particle diameter of concrete coarse aggregate, between galvanized wire or the iron wire for being welded to connect; Spill keyway 3 is connected by the concreting moulding and with light insulating wall.
Said profile iron silk screen sheet skeleton is progressively bent when prefabricated by steel fabric sheet 2 and forms, and carries out colligation or welding at steel fabric sheet 2 two interfaces.
Said odd-shaped cross section concrete column protective layer thickness is the distance of steel fabric sheet outer rim apart from the post edge, can be according to post environment category of living in according to existing concrete specification value.
Said lightweight body of wall is band keyway light ecological wallboard or wall brick; Described wallboard comprises ecological heat preservation wallboards such as insulating light wall slab, light composite wallboard, string wallboard; Described wall brick forms or adopts the particular manufacturing craft maintenance to form by the cutting of light ecological wallboard; Wallboard or wall brick are connected through keyway with hetermorphiscal column, lean on keyway to be connected each other between wallboard and wallboard, wall brick and the wall brick.
The production order in house is following:
A) carry out ground in the building location and handle, and spread the C10 plain concrete cushion layer on ground top;
B) at bed course top colligation grade beam reinforcing bar, and supporting grade beam template;
C) location profile iron silk screen sheet skeleton stretches into the grade beam reinforcing cage with the deformed wire skeleton, a hetermorphiscal column template, hetermorphiscal column post outlimb template concavity; When hetermorphiscal column when being prefabricated; Make steel fabric sheet in precast member for reinforcing bar concrete factory and be bent into pattern arrangement of reinforcement odd-shaped cross section concrete column; Column cap and suspension column at post during making are all reserved a segment length reinforced mesh, so that steel fabric sheet stretches into grade beam and Vierendeel girder reinforcing cage, carry out anchor connection;
E) colligation Vierendeel girder reinforcing bar guarantees that profile iron silk screen sheet skeleton extend in the reinforcing cage of Vierendeel girder the support frame beam forms;
F) carry out the concreting of grade beam, bean column node, rc-frame-beam;
G) treat hardening of concrete after, form removal carries out the construction of light insulating wall; The insulating light wall end of body is reserved the convex termination; With the spill end slot interlock of odd-shaped cross section post, also engaged between wallboard and wallboard, wall brick and the wall brick through termination and end slot, form the overall structure system.
The present invention can obtain following beneficial effect:
Steel fabric sheet is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house and adopts the odd-shaped cross section post, has increased the building usable floor area, makes building interior smooth attractive in appearance; Hetermorphiscal column adopts steel fabric sheet to be bent into the pattern arrangement of reinforcement, makes concrete become confined concrete, has increased the vertical bearing capacity and the shear-carrying capacity of post; Hetermorphiscal column and ecological wallboard are through the end slot interlock, and the globality that strengthens the house has alleviated the oeverall quality in house simultaneously, and the energy-dissipating and shock-absorbing effect is played in the changing of the relative positions each other between keyway during geological process.
Description of drawings
Fig. 1 steel fabric sheet is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column distribution map
Fig. 2 steel fabric sheet is bent into the L shaped section concrete column sectional reinforcement of pattern arrangement of reinforcement figure
Fig. 3 steel fabric sheet is bent into pattern arrangement of reinforcement T section concrete column sectional reinforcement figure
Fig. 4 steel fabric sheet is bent into pattern arrangement of reinforcement star section concrete column sectional reinforcement figure
Fig. 5 steel fabric sheet is bent into pattern arrangement of reinforcement Z-section concrete column sectional reinforcement figure
The grid-like steel fabric sheet constructional drawing of Fig. 6
The L shaped steel fabric sheet skeleton of Fig. 7 stereogram
Fig. 8 T steel silk netting skeleton stereogram
Fig. 9 cross steel fabric sheet skeleton stereogram
Figure 10 Z bar silk netting skeleton stereogram
Figure 11 steel fabric sheet is bent into the L shaped section concrete column stereogram of pattern arrangement of reinforcement
Figure 12 steel fabric sheet is bent into pattern arrangement of reinforcement T section concrete column stereogram
Figure 13 steel fabric sheet is bent into pattern arrangement of reinforcement star section concrete column stereogram
Figure 14 steel fabric sheet is bent into pattern arrangement of reinforcement Z-section concrete column stereogram
Six kinds of different light ecological wall brick form stereograms of Figure 15
Figure 16 light ecological wall brick joint construction stereogram
The 1-concrete; The 2-reinforced mesh; The 3-end slot; 4-L shape steel fabric sheet skeleton; 5-T shape steel fabric sheet skeleton; 6-cross steel fabric sheet skeleton; 7-Z shape steel fabric sheet skeleton
The specific embodiment:
Do further explanation below in conjunction with the accompanying drawing and the specific embodiment for the present invention.
Steel fabric sheet is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house, mainly is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column, lightweight body of wall, rc-frame-beam or precast beam, reinforced concrete floor, reinforced concrete roof or log cabin lid by ground, plain concrete cushion layer, grade beam, steel fabric sheet and forms; Described steel fabric sheet is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column and comprises L shaped, T shape, star section concrete column.
Said odd-shaped cross section concrete column mainly is made up of the concrete of building the post main body 1, the profile iron silk screen sheet skeleton that is embedded in the boring of the sealing that is surrounded by steel fabric sheet 2 in the concrete, the spill keyway 3 that is positioned at the concrete column end; In L shaped section concrete column, be embedded with L shaped steel fabric sheet skeleton 4 along L shaped concrete column edge; L shaped steel fabric sheet skeleton 4 is shaped as the L shaped of closed hollow, has by the concreting moulding at two L shaped newel post's outlimbs of concrete column to be used for the spill keyway 3 that is connected with light insulating wall; In the T section concrete column, be embedded with T steel silk netting skeleton 5 along T shape concrete column edge; T steel silk netting skeleton 5 is shaped as the T shape of closed hollow, has by the concreting moulding at three post outlimbs of concrete column T shape to be used for the spill keyway 3 that is connected with light insulating wall; In the star section concrete column, be embedded with cross steel fabric sheet skeleton 6 along cross concrete column edge; Cross steel fabric sheet skeleton 6 is shaped as the cross of closed hollow, has by the concreting moulding at criss-cross four the post outlimbs of concrete column to be used for the spill keyway 3 that is connected with light insulating wall; In the Z-section concrete column, be embedded with Z bar silk netting skeleton 7 along Z-shaped concrete column edge; It is Z-shaped that Z bar silk netting skeleton 7 is shaped as closed hollow, has by the concreting moulding at two Z-shaped post outlimbs of concrete column to be used for the spill keyway 3 that is connected with light insulating wall.
The limb of said concrete column is long: limb is thick=and 2～4; The galvanized wire that steel fabric sheet 2 is 4mm by level and vertical 8# galvanized wire or diameter is spliced into grid-like grid and forms, and the monolateral length of grid is greater than the particle diameter of concrete coarse aggregate, between galvanized wire or the iron wire for being welded to connect; Spill keyway 3 is connected by the concreting moulding and with light insulating wall.
Said profile iron silk screen sheet skeleton is progressively bent when prefabricated by steel fabric sheet 2 and forms, and carries out colligation or welding at steel fabric sheet 2 two interfaces.
Said odd-shaped cross section concrete column protective layer thickness is the distance of steel fabric sheet outer rim apart from the post edge, can be according to post environment category of living in according to existing concrete specification value.
Said lightweight body of wall is band keyway light ecological wallboard or wall brick; Described wallboard comprises ecological heat preservation wallboards such as insulating light wall slab, light composite wallboard, string wallboard; Described wall brick forms or adopts the particular manufacturing craft maintenance to form by the cutting of light ecological wallboard; Wallboard or wall brick are connected through keyway with hetermorphiscal column, lean on keyway to be connected each other between wallboard and wallboard, wall brick and the wall brick.
The production order in house is following:
A) carry out ground in the building location and handle, and spread the C10 plain concrete cushion layer on ground top;
B) at bed course top colligation grade beam reinforcing bar, and supporting grade beam template;
C) location profile iron silk screen sheet skeleton stretches into the grade beam reinforcing cage with the deformed wire skeleton, a hetermorphiscal column template, hetermorphiscal column post outlimb template concavity; When hetermorphiscal column when being prefabricated; Make steel fabric sheet in precast member for reinforcing bar concrete factory and be bent into pattern arrangement of reinforcement odd-shaped cross section concrete column; Column cap and suspension column at post during making are all reserved a segment length reinforced mesh, so that steel fabric sheet stretches into grade beam and Vierendeel girder reinforcing cage, carry out anchor connection;
E) colligation Vierendeel girder reinforcing bar guarantees that profile iron silk screen sheet skeleton extend in the reinforcing cage of Vierendeel girder the support frame beam forms;
F) carry out the concreting of grade beam, bean column node, rc-frame-beam;
G) treat hardening of concrete after, form removal carries out the construction of light insulating wall; The insulating light wall end of body is reserved the convex termination; With the spill end slot interlock of odd-shaped cross section post, also engaged between wallboard and wallboard, wall brick and the wall brick through termination and end slot, form the overall structure system.The sketch map of each ingredient is referring to figs. 1 through shown in Figure 16.
More than be an exemplary embodiments of the present invention, enforcement of the present invention is not limited thereto.
Claims (8)
1. steel fabric sheet is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house, mainly is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column, lightweight body of wall, rc-frame-beam or precast beam, reinforced concrete floor, reinforced concrete roof or log cabin lid by ground, plain concrete cushion layer, grade beam, steel fabric sheet and forms; It is characterized in that: described steel fabric sheet is bent into pattern arrangement of reinforcement odd-shaped cross section concrete column and comprises L shaped, T shape, star section concrete column.
2. according to the said steel fabric sheet bending forming of claim 1 arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house, it is characterized in that: said odd-shaped cross section concrete column mainly is made up of the concrete of building the post main body (1), the profile iron silk screen sheet skeleton that is embedded in the boring of the sealing that is surrounded by steel fabric sheet (2) in the concrete, the spill keyway (3) that is positioned at the concrete column end; In L shaped section concrete column, be embedded with L shaped steel fabric sheet skeleton (4) along L shaped concrete column edge; L shaped steel fabric sheet skeleton (4) is shaped as the L shaped of closed hollow, has by the concreting moulding at two L shaped newel post's outlimbs of concrete column to be used for the spill keyway (3) that is connected with light insulating wall; In the T section concrete column, be embedded with T steel silk netting skeleton (5) along T shape concrete column edge; T steel silk netting skeleton (5) is shaped as the T shape of closed hollow, has by the concreting moulding at three post outlimbs of concrete column T shape to be used for the spill keyway (3) that is connected with light insulating wall; In the star section concrete column, be embedded with cross steel fabric sheet skeleton (6) along cross concrete column edge; Cross steel fabric sheet skeleton (6) is shaped as the cross of closed hollow, has by the concreting moulding at criss-cross four the post outlimbs of concrete column to be used for the spill keyway (3) that is connected with light insulating wall; In the Z-section concrete column, be embedded with Z bar silk netting skeleton (7) along Z-shaped concrete column edge; It is Z-shaped that Z bar silk netting skeleton (7) is shaped as closed hollow, has by the concreting moulding at two Z-shaped post outlimbs of concrete column to be used for the spill keyway (3) that is connected with light insulating wall.
3. according to the said steel fabric sheet bending forming of claim 1 arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house, it is characterized in that: the limb of said concrete column is long: limb is thick=and 2～4; The galvanized wire that steel fabric sheet (2) is 4mm by level and vertical 8# galvanized wire or diameter is spliced into grid-like grid and forms, and the monolateral length of grid is greater than the particle diameter of concrete coarse aggregate, between galvanized wire or the iron wire for being welded to connect; Spill keyway (3) is connected by the concreting moulding and with light insulating wall.
4. according to the said steel fabric sheet bending forming of claim 1 arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house, it is characterized in that: concrete (1) is ordinary concrete or regeneration concrete; Regeneration concrete refers in concrete, be mixed with regenerated coarse aggregate, or is mixed with recycled fine aggregate, or is mixed with regenerated coarse aggregate and recycled fine aggregate simultaneously; The ratio that is mixed with regenerated coarse aggregate and fines is 0%-100%, when the regeneration aggregate ratio that is mixed with is 100%, is full regeneration concrete post.
5. according to the said steel fabric sheet bending forming of claim 1 arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house; It is characterized in that: said profile iron silk screen sheet skeleton is progressively bent when prefabricated by steel fabric sheet (2) and forms, and interface carries out colligation or welding at steel fabric sheet (2) two.
6. according to the said steel fabric sheet bending forming of claim 1 arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house; It is characterized in that: said odd-shaped cross section concrete column protective layer thickness is the distance of steel fabric sheet outer rim apart from the post edge, can be according to post environment category of living in according to existing concrete specification value.
7. according to the said steel fabric sheet bending forming of claim 1 arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house, it is characterized in that: said lightweight body of wall is band keyway light ecological wallboard or wall brick; Described wallboard comprises ecological heat preservation wallboards such as insulating light wall slab, light composite wallboard, string wallboard; Described wall brick forms or adopts the particular manufacturing craft maintenance to form by the cutting of light ecological wallboard; Wallboard or wall brick are connected through keyway with hetermorphiscal column, lean on keyway to be connected each other between wallboard and wallboard, wall brick and the wall brick.
8. according to the preparation method in any described steel fabric sheet bending forming of the claim arrangement of reinforcement odd-shaped cross section concrete column-wallboard damping house of claim 1 to claim 8, it is characterized in that: the production order in house is following:
A) carry out ground in the building location and handle, and spread the C10 plain concrete cushion layer on ground top;
B) at bed course top colligation grade beam reinforcing bar, and supporting grade beam template;
C) location profile iron silk screen sheet skeleton stretches into the grade beam reinforcing cage with the deformed wire skeleton, a hetermorphiscal column template, hetermorphiscal column post outlimb template concavity; When hetermorphiscal column when being prefabricated; Make steel fabric sheet in precast member for reinforcing bar concrete factory and be bent into pattern arrangement of reinforcement odd-shaped cross section concrete column; Column cap and suspension column at post during making are all reserved a segment length reinforced mesh, so that steel fabric sheet stretches into grade beam and Vierendeel girder reinforcing cage, carry out anchor connection;
E) colligation Vierendeel girder reinforcing bar guarantees that profile iron silk screen sheet skeleton extend in the reinforcing cage of Vierendeel girder the support frame beam forms;
F) carry out the concreting of grade beam, bean column node, rc-frame-beam;
G) treat hardening of concrete after, form removal carries out the construction of light insulating wall; The insulating light wall end of body is reserved the convex termination; With the spill end slot interlock of odd-shaped cross section post, also engaged between wallboard and wallboard, wall brick and the wall brick through termination and end slot, form the overall structure system.
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| CN103015558A (en) * | 2012-12-04 | 2013-04-03 | 北京工业大学 | Combined wall with connecting keys and waste brick masonries filled in regenerated concrete wall boards and fabrication method of combined wall |
| CN103046664A (en) * | 2012-12-31 | 2013-04-17 | 北京工业大学 | Energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry, and manufacturing method of energy-saving wall |
| CN103225368A (en) * | 2013-03-15 | 2013-07-31 | 北京工业大学 | Steel screen restricted column plastic hinge region concrete structure and making method thereof |
| CN103924709A (en) * | 2014-04-11 | 2014-07-16 | 北京工业大学 | Built-in steel pipe concrete column I-shaped recycled concrete brick building block wall and construction method |
| CN104088376A (en) * | 2014-07-15 | 2014-10-08 | 李泓胜 | High-rise building displacement-preventing and anti-shearing buried concrete column |
| CN106976147A (en) * | 2016-01-18 | 2017-07-25 | 周兆弟 | A kind of special-shaped pile die of precast concrete |
| CN107460952A (en) * | 2017-08-08 | 2017-12-12 | 叶金仁 | Regenerate house |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015558A (en) * | 2012-12-04 | 2013-04-03 | 北京工业大学 | Combined wall with connecting keys and waste brick masonries filled in regenerated concrete wall boards and fabrication method of combined wall |
| CN103046664A (en) * | 2012-12-31 | 2013-04-17 | 北京工业大学 | Energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry, and manufacturing method of energy-saving wall |
| CN103225368A (en) * | 2013-03-15 | 2013-07-31 | 北京工业大学 | Steel screen restricted column plastic hinge region concrete structure and making method thereof |
| CN103225368B (en) * | 2013-03-15 | 2016-07-06 | 北京工业大学 | A kind of expanded metal lath constraint post plastic hinge region xoncrete structure and preparation method |
| CN103924709A (en) * | 2014-04-11 | 2014-07-16 | 北京工业大学 | Built-in steel pipe concrete column I-shaped recycled concrete brick building block wall and construction method |
| CN103924709B (en) * | 2014-04-11 | 2016-04-06 | 北京工业大学 | A kind of built-in steel core concrete column one shape regeneration concrete brick blockwork and the practice |
| CN104088376A (en) * | 2014-07-15 | 2014-10-08 | 李泓胜 | High-rise building displacement-preventing and anti-shearing buried concrete column |
| CN104088376B (en) * | 2014-07-15 | 2016-08-24 | 渤海大学 | A kind of anti-displacement anti-shearing buried concrete column of skyscraper |
| CN106976147A (en) * | 2016-01-18 | 2017-07-25 | 周兆弟 | A kind of special-shaped pile die of precast concrete |
| CN107460952A (en) * | 2017-08-08 | 2017-12-12 | 叶金仁 | Regenerate house |
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Application publication date: 20120627 |