CN202865991U - Assembled monolithic shear wall building structure - Google Patents
Assembled monolithic shear wall building structure Download PDFInfo
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- CN202865991U CN202865991U CN 201220430672 CN201220430672U CN202865991U CN 202865991 U CN202865991 U CN 202865991U CN 201220430672 CN201220430672 CN 201220430672 CN 201220430672 U CN201220430672 U CN 201220430672U CN 202865991 U CN202865991 U CN 202865991U
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Abstract
The utility model relates to an assembled monolithic shear wall building structure and belongs to the technical field of building and building technology thereof. Precast reinforced concrete members are connected and form the assembled monolithic shear wall building structure. The precast reinforced concrete members comprise prefabricated panel members, floor slab members, T-shaped wall column members, L-shaped wall column members, cross-shaped wall column members and wall columns with holes. The precast reinforced concrete members are characterized in that a plurality of longitudinal through holes which are parallel to the surface are formed inside the precast reinforced concrete members, and transverse grooves which intersect with at least one longitudinal through hole are arranged at intervals along longitudinal edges. Transverse anchor-connected rebars are arranged in the transverse grooves between the different precast members, and longitudinal anchor-connected rebars are arranged inside the longitudinal holes. Concretes are filled in the longitudinal holes or the transverse grooves to form a layer of structure unit or single-layer building structure. A plurality of structure units are connected and form a multilayer or high-rise assembled monolithic shear wall building structure. The assembled monolithic shear wall building structure can be adopted in the multilayer or high-rise assembled monolithic shear wall building structure and a frame-shear wall building structure. The assembled monolithic shear wall building structure raises the level of building structure industrialization, improves loaded property and saves resources.
Description
Technical field
The utility model belongs to building and building technology field thereof, relates in particular to the building structure of a kind of assembled integral shear wall.
Background technology
Field fabrication is many in the monolithic reinforced concrete structure work progress, and wet trade is many, and the intermediate links such as a large amount of form work engineerings, scaffolding work are arranged, waste resource, contaminated environment; Practitioner's quality, job site environment etc. are very large on the workmanship impact, bring the problems such as building performance, quality and durability.
The primary structure member of precast concrete is made in factory, and production efficiency is high, quality is good, and saving resource is conducive to sustainable development, and adopting precast concrete is the industrialization of construction industry developing direction.The deadweight of precast concrete hollow unit is little, and easy transportation and installation are used very extensive.
Concreting in the hole of precast hollow member as the vertical applied force member, is formed cast in place and precast construction and can build highrise building, improved the industrialization of construction industry level.
Have horizontal joint, vertical abutment joint etc. in the prefabricated assembled concrete structure between prefabricated units, the stress performance of seam has determined integrality performance of the structure.The general pursuit of existing precast concrete seam construction measure reaches the effect the same with cast-in-situ concrete, but because seam crossing new-old concrete bonding surface is weak link, affected stress performance, and is easy to cracking, and impact is normally used.
Summary of the invention
The purpose of this utility model is to improve the industrialized level of building structure, solves the deficiency of cast-in-place concrete structure and prefabricated assembling type reinforced concrete structure, and a kind of assembled integral shear wall building is provided.The assembled integral shear wall building structure that the utility model proposes can realize the primary structure produce in item factory, improves the reliability that connects between prefabricated units, reduces cost, saving resource and the energy.
The assembled integral shear wall building structure that the utility model proposes connects reinforcing bar by precast unit by cast-in-situ concrete and anchor and is formed by connecting, and described precast unit comprises prefabricated panel member, floor member, T shape wall column component, L wall column component, cross wall column component and band hole wall body construction; It is characterized in that have several (the member both sides are respectively opened one at least) vertical perforation hole parallel with the surface in the described precast unit, the longitudinal edge interval arranges the transverse concave groove that intersects with at least one vertical hole; The lateral view of transverse concave groove is trapezoidal, rectangle etc.; Transverse concave groove positioned opposite between different prefabricated units, in the space that transverse concave groove forms, horizontal anchor is set and connects reinforcing bar, in vertical hole vertical anchor is set and connects reinforcing bar, fill concrete forms one deck element of construction or singlestory building structure in vertical hole, transverse concave groove; A plurality of element of construction connect and compose multilayer or high-rise assembled integral shear wall structure.
It is the stirrup that is arranged in the space that the transverse concave groove of seam both sides precast unit forms that horizontal anchor in the building structure of described assembled integral shear wall connects reinforcing bar; Perhaps to connect reinforcing bar be the embedded bar that is arranged at the prefabricated units longitudinal edge to described horizontal anchor, and exposed parts is U-shaped, L shaped, and the embedded bar exposed parts of seam both sides overlaps.
The described vertical hole interpolation that intersects with transverse concave groove enters longitudinal reinforcement, and this longitudinal reinforcement connects reinforcing bar with horizontal anchor and forms cage of reinforcement.
Projection between the described prefabricated units seam one side prefabricated units transverse concave groove extend in the transverse concave groove of opposite side prefabricated units, makes the prefabricated units of seam both sides have all or part of being superimposed together of vertical hole at least.For increasing the seam reliability, the vertical hole interpolation superimposed at seam both sides prefabricated units enters longitudinal reinforcement.
When described precast concrete panel as load bearing wall, be the hollowcore slab that is consisted of by ordinary concrete; When described precast concrete panel as nonbearing wall, be the hollowcore slab that is consisted of by light weight concrete construction.Arrange load bearing wall and nonbearing wall by science in the building structure of assembled integral shear wall, reach the stressed effect of optimization.When adopting the nonbearing wall of light weight concrete construction composition, the concrete that is filled in the hole can be ordinary concrete, also can be light weight concrete construction.
Described precast unit keeps concrete at the one or both sides at transverse concave groove position plate face.
Have in the described precast unit parallel with the surface, be communicated with at least one vertical hole do not connect horizontal hole; Laterally hole is positioned at the transverse concave groove place, perhaps between transverse concave groove.
Fill ordinary concrete in vertical hole of described assembled integral shear wall building structure and the transverse concave groove, perhaps fill regenerated aggregate concrete.
Adopt assembled integral shear wall of the present utility model building structure, be connected the connection of reinforcing bar, concreting realization interlayer body of wall with anchor by in all or part of vertical hole, arranging longitudinal reinforcement.Connect the connection of different prefabricated units in reinforcing bar, the concreting realization one deck structure by the horizontal anchor of layout in transverse concave groove; Perhaps the transverse concave groove of member side and the projection between transverse concave groove are interlocked, concreting is realized the connection of different prefabricated units in one deck structure.
The utility model compared with prior art has following advantage.
(1) industrialized level is high: the prefabricated units that shear wall structure of the present utility model adopts are batch production production, and production efficiency is high, quality is good, saving resource, be conducive to sustainable development.
(2) standardization level is high: shear wall structure and other body of wall load-carrying members are by the plane body of wall, L-type, T-shaped and cross node and the compositions such as hole, floor; Corresponding, make concrete plane wall body construction, plane floor member, band hole wall body construction in factory according to unified specification, structure according to precast reinforced concrete structure preparation method of the present utility model, and L-type, T-shaped, cross wall column component etc.
(3) transportation, easy for installation.Have hole in the prefabricated units that the utility model adopts, lightweight, easy transportation and installation.
(4) significantly reduce job site workload, accelerating construction progress.The shear wall building structure that employing the utility model proposes significantly reduces or avoids reinforced bar engineering, scaffolding work, form work engineering, concrete work and plastering engineering etc., economizes on resources, saves artificial, minimizing overhead cost, improves workmanship.
(5) the prefabricated units seam is easy to connect, reliable.By in transverse concave groove, arranging reinforcing bar, concreting between vertical hole, transverse concave groove and prefabricated units, making the rear pouring concrete between vertical hole, transverse concave groove and prefabricated units is an integral body, improve the reliability that connects between prefabricated units, the problems such as operational phase gaping of joints are avoided in easy construction.
The utility model is used for shear wall building structure, also can be used for shear wall structure part in the Frame-Shear Wall building structure.
Description of drawings
Fig. 1 is building structure embodiment schematic diagram of the present utility model.
Fig. 2 is the connection diagram between prefabricated units among the utility model embodiment, the transverse concave groove positioned opposite.
Fig. 3 is the schematic cross-section among Fig. 2, and it is stirrup that horizontal anchor connects reinforcing bar.
Fig. 4 is the schematic cross-section among Fig. 2, and horizontal anchor connects reinforcing bar and is comprised of pre-buried U-shaped reinforcing bar.
Fig. 5 is the connection diagram between prefabricated units among the utility model embodiment, and projection is interlocked between transverse concave groove and groove.
Fig. 6 is the schematic cross-section among Fig. 5.
Fig. 7 is prefabricated planar plate members schematic diagram among the utility model embodiment, and the lateral view of transverse concave groove is trapezoidal.
Fig. 8 is the schematic cross-section among Fig. 7.
Fig. 9 is prefabricated planar plate members schematic diagram among the utility model embodiment, and the lateral view of transverse concave groove is rectangle.
Figure 10 is prefabricated units schematic diagram among the utility model embodiment, and the pre-buried U-shaped reinforcing bar of side is take planar plate members as example.
Figure 11 is the prefabricated units schematic diagram among the utility model embodiment, and the side plate face at transverse concave groove position keeps concrete, take planar plate members as example.
Figure 12 is the schematic cross-section among Figure 11.
Figure 13 is the prefabricated units schematic diagram among the utility model embodiment, be provided with between transverse concave groove be communicated with vertical hole do not connect horizontal hole, take planar plate members as example.
Figure 14 is the schematic cross-section among Figure 13.
Figure 15 is prefabricated T shape wall column component schematic diagram among the utility model embodiment.
Figure 16 is prefabricated L shaped wall column component schematic diagram among the utility model embodiment.
Figure 17 is prefabricated cross wall column component schematic diagram among the utility model embodiment.
Figure 18 is prefabricated band hole wall body construction schematic diagram among the utility model embodiment.
Figure 19 is the prefabricated units schematic diagram with side column among the utility model embodiment.
Figure 20 is the precast beam unit schematic diagram among the embodiment of the present utility model.
Figure 21 is the beam support place precast wall body member schematic diagram among the embodiment of the present utility model.
Figure 22 is the template schematic diagram of prefabricated units among the utility model embodiment, take prefabricated planar plate members as example.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is described in detail.
Embodiment of the present utility model such as Fig. 1, present embodiment are the three-dimensional exemplary plot of the partial layer of high-layer shear force wall building structure.Described building structure comprises: prefabricated panel member 2, T shape wall column component 3, L shaped wall column component 4, cross wall column component 5, band hole wall body construction 6 and floor member 7.Described wall plate member, floor member and wall column component have several vertical perforation holes that is parallel to each other along its length, and the longitudinal edge interval arranges the transverse concave groove that intersects with at least one vertical hole.Establish with wall column component, wall plate member with the hole wall body construction and to place the vertical load-bearing skeleton that consists of one deck structure, be anchored in anchor in the basis and connect reinforcing bar and insert in vertical hole; Transverse concave groove positioned opposite between different prefabricated units arranges horizontal anchor and connects reinforcing bar in the space that transverse concave groove forms, in vertical hole vertical anchor is set and connects reinforcing bar.Precast floor unit is positioned on the vertical load-bearing skeleton, and the transverse concave groove between different component, vertically hole is corresponding, enters anchor in vertical hole interpolation and connects reinforcing bar, at the transverse concave groove position anchor is set and connects reinforcing bar.The prefabricated units that form vertical load-bearing skeleton and floor and vertical hole, transverse concave groove in concreting; After the hardening of concrete, form one deck element of construction or the singlestory building structure of assembled integral shear wall structure.Upwards construct successively each element of construction on one deck element of construction, the vertical load-bearing skeleton of superstructure unit is fixed on the substructure unit, and the substructure unit is fixed on the basis.
Annexation in the present embodiment between prefabricated units is seen Fig. 2, Fig. 3, Fig. 4.
Fig. 2 is the schematic diagram that adopts sleeper formula connected node in the present embodiment between prefabricated units, and laterally anchor connects the stirrup 81 that reinforcing bar is situ configuration, such as Fig. 2; Perhaps laterally anchor to connect reinforcing bar be pre-buried reinforcing bar 83, the embedded bar exposed parts is U-shaped, both sides U-shaped reinforcing bar forms stirrup, such as Fig. 3.Prefabricated units 1(comprises prefabricated panel member, T shape wall column component, L shaped wall column component, cross wall column component, band hole wall body construction and floor member etc.) longitudinal edge arrange transverse concave groove 10, with projection 11 interlaced arrangement; Have vertical perforation hole 9 in the prefabricated units 1, crossing near hole and the transverse concave groove 10 of longitudinal edge; Transverse concave groove 10 positioned opposite of node both sides form a space, the stirrup 81 of situ configuration or be arranged at wherein by the stirrup that embedded bar 83 consists of; Pass anchor and connect reinforcing bar 81 or 83 and form cage of reinforcement (when stressed less or anchor connects length that reinforcing bar stretches into transverse concave groove and satisfies anchoring and require being inserted into longitudinal reinforcement 82 in the vertical hole that intersects with transverse concave groove, vertical muscle 82 can be set), connect reinforcing bar with basic anchor or the anchor of the deck made connects reinforcing bar and couples together (adopting the conventional link techniques such as mechanical connection, welding); Rear pouring concrete 18 is filled in the space between the vertical hole 9 of prefabricated units, transverse concave groove 10 and prefabricated units.
Annexation in the present embodiment between prefabricated units, also visible Fig. 5, Fig. 6.
Fig. 5, Fig. 6 are the schematic diagrames that adopts the Alveolus type connected node in the present embodiment between prefabricated units.Precast unit 1(comprises prefabricated panel member, T shape wall column component, L shaped wall column component, cross wall column component, band hole wall body construction and floor member etc.) longitudinal edge transverse concave groove 10 is set, with projection 11 interlaced arrangement; Have vertical perforation hole 9 in the prefabricated units 1, submarginal vertical hole and transverse concave groove intersect; The projection 11 of node one side prefabricated units extend in the transverse concave groove 10 of opposite side prefabricated units, and the both sides prefabricated units have a longitudinal hole cavity portion at least or all are superimposed together the superimposed vertical hole of formation; Insert longitudinal reinforcement 82 at superimposed vertical hole, connect reinforcing bar with basic anchor or the anchor of the deck made connects reinforcing bar and couples together (adopting the conventional link techniques such as mechanical connection, welding), concreting 18 forms the Alveolus type connected nodes.
Wall plate member in the present embodiment and floor member are that precast concrete is dull and stereotyped, such as Fig. 7, Fig. 8, shown in Figure 9, have along its length vertical perforation hole 9 that several (the member both sides respectively arrange at least) are parallel to each other in prefabricated dull and stereotyped 2, the longitudinal edge interval arranges the transverse concave groove 10 that intersects with at least one vertical hole, and the projection between groove 11 is interspersed; Be provided with on the prefabricated units 2 suspension ring 84 are installed.The cross section of described vertical hole is circle, rectangle etc., and diameter or the length of side are 60mm to 340mm.The lateral view of transverse concave groove is trapezoidal, such as Fig. 7, or rectangle, and such as Fig. 9, also other shapes.Transverse concave groove stretches into prefabricated units and intersects with a vertical hole at least.The length of prefabricated panel member generally gets building storey height or building storey height deducts slab thickness.
Precast unit in the present embodiment is at the side embedded bar, and exposed parts is U-shaped, and such as Figure 10, the embedded bar exposed parts is also L shaped etc.
Precast unit in the present embodiment keeps concrete at the side plate face at transverse concave groove position, such as Figure 11, Figure 12.Precast unit 1 has vertical perforation hole 9 that several (the member both sides respectively arrange at least) are parallel to each other along its length, the longitudinal edge interval arranges the transverse concave groove 10 that intersects with at least one vertical hole, and the projection between groove 11 is interspersed; The side plate face of transverse concave groove keeps concrete 12.Be provided with on the prefabricated units 1 suspension ring 84 are installed.Similarly also can keep concrete (accompanying drawing is not shown) at the biside plate face at the transverse concave groove position of precast unit.
Have parallel with the surface hole that laterally do not connect in the precast unit in the present embodiment, such as Figure 13, Figure 14.Precast unit 1 has vertical perforation hole 9 that several (the member both sides respectively arrange at least) are parallel to each other along its length, the longitudinal edge interval arranges the transverse concave groove 10 that intersects with at least one vertical hole, and the projection between groove 11 is interspersed; Projection 11 between transverse concave groove has and does not connect horizontal hole 13.Be provided with on the prefabricated units 1 suspension ring 84 are installed.Similarly also can arrange in the transverse concave groove end of precast unit and not connect horizontal hole (accompanying drawing is not shown).
T shape wall column such as Figure 15 in the present embodiment, L shaped wall column such as Figure 16, cross wall column such as Figure 17.The formation of each wall column component is basic identical, take T shape wall column as example, have along its length vertical perforation hole 9 that several (the member both sides respectively arrange at least) are parallel to each other in the prefabricated wall column component, the longitudinal edge interval arranges the transverse concave groove 10 that intersects with at least one vertical hole, and the projection between groove 11 is interspersed.Be provided with on the prefabricated units suspension ring 84 are installed.Wall column component length generally gets building storey height or building storey height deducts slab thickness, and limb length requires to determine the thick thickness of slab of generally getting of limb according to Architecture and structure.
Precast concrete band hole wall body construction such as Figure 18 in the present embodiment.Longitudinal edge with hole prefabricated units 6 is arranged transverse concave groove 10 and projection 11, transverse concave groove and projection interlaced arrangement; Have several in the wall body construction 6 and connect vertical hole 9, crossing near hole and the transverse concave groove 10 of longitudinal edge; Top, hole coupling beam has some vertical holes 14 that do not run through, and generally is not less than 20mm apart from external surface at the bottom of the hole; Bottom, hole body of wall (when having door opening on the body of wall, not having this part body of wall) has some vertical holes 15 that run through.Be provided with on the member suspension ring 84 are installed.
Precast unit in the present embodiment comprises band side column wall body construction, such as Figure 19, comprise wallboard and side column, have along its length several on the wallboard and vertically connect hole 9, the longitudinal edge interval arranges the transverse concave groove 10 that intersects with at least one vertical hole, and the projection between groove 11 is interspersed.Be provided with on the prefabricated units suspension ring 84 are installed.
Precast unit in the present embodiment comprises precast beam, and such as Figure 20, the precast concrete beam-ends is arranged transverse concave groove 10 and projection 11, transverse concave groove and projection interlaced arrangement; The beam both sides have several and run through vertical hole 9, and are crossing near hole and the transverse concave groove 10 of beam-ends; The beam middle part has some vertical holes 16 that do not run through, and generally is not less than 20mm apart from external surface at the bottom of the hole.Be provided with on the prefabricated units suspension ring 84 are installed.
Beam support place precast wall body member in the present embodiment, such as Figure 21, prefabricated units 1 are arranged transverse concave groove 10 and projection 11, transverse concave groove and projection interlaced arrangement at longitudinal edge; Prefabricated units 1 have several and run through vertical hole 9, and are crossing near hole and the transverse concave groove 10 of longitudinal edge; Prefabricated units 1 receive 17 in the beam support position.Be provided with on the prefabricated units suspension ring 84 are installed.
The construction method of the assembled integral shear wall structure that the utility model proposes, as shown in Figure 1, may further comprise the steps: (1) is transported to the scene with prefabricated panel member 2, T shape wall column component 3, L wall column component 4, cross wall column component 5, band hole wall body construction 6, floor member 7 and other prefabricated units of produce in factory.
(2) with wall plate member 2, wall column component 3,4,5 and establish with hole wall body construction 6 and other precast units and to place the vertical load-bearing skeleton that consists of one deck structure, be anchored in anchor in the basis and connect reinforcing bar 86 and insert in vertical hole; Transverse concave groove between different component is corresponding, horizontal anchor is set connects the reinforcing bar (not shown), enters anchor in vertical hole interpolation and connects the reinforcing bar (not shown), and an end protrudes prefabricated units surface certain-length.
(3) precast floor unit 9 is positioned on the vertical load-bearing skeleton, transverse concave groove between different component, vertically hole is corresponding, anchor connects the end reinforced foam-plastic blocks (not shown) of filling at vertical hole two ends, inserts anchor and connects the reinforcing bar (not shown); At the transverse concave groove position anchor is set and connects the reinforcing bar (not shown).
(4) concreting (not shown) in vertical hole of the prefabricated units that form vertical load-bearing skeleton, transverse concave groove, the vertical hole that intersects at the transverse concave groove of precast floor unit, with transverse concave groove and the two ends concreting (not shown) of other vertical holes; After the hardening of concrete, form one deck element of construction or the singlestory building structure of assembled integral shear wall structure.
(5) repeatedly repeat (1) to (4), upwards construct successively each element of construction on one deck element of construction, the vertical load-bearing skeleton of superstructure unit is fixed on the substructure unit, forms multilayer or high-rise assembled integral shear wall structure.
In step (2), step (3), the projection of the node one side precast unit between described assembled integral shear wall structure prefabricated units extend in the transverse concave groove of opposite side prefabricated units, the edge of both sides prefabricated units has a longitudinal hole cavity portion at least or the superimposed vertical hole of formation that all is superimposed together, and inserts longitudinal reinforcement at superimposed vertical hole.
The preparation method of the precast unit of formation present embodiment is basic identical, take planar plate members as example, as shown in figure 22, may further comprise the steps: (1-1) on the precast plate production site, adopt bed die 21, side form 22, backform 23, and the many vertical steel pipe internal molds 24 that are used for making vertical hole are made template; Wherein, side form 22 whenever keeps at a certain distance away and concaves, and has the hole 231 identical with the steel pipe geomery on the backform 23.
(1-2) with bed die 21, side form 22, backform 23 is combined, and arranges the steel mesh reinforcement (not shown), with how passes the hole 231 of a side backform with steel pipe internal mold 24, passes the gap of steel mesh reinforcement, passes the hole of opposite side backform; The end 221 of side form female parts fits together with vertical steel pipe internal mold 24.
(1-3) concreting in the space that side form, backform and bed die form is extracted vertical steel pipe out and is formed vertical perforation hole 9 after concrete reaches some strength.
(1-4) treat that concrete reaches expection intensity and removes bed die, backform, side form forms described precast concrete hollow unit.
Claims (8)
1. assembled integral shear wall building structure, this building structure connects reinforcing bar by precast unit by cast-in-situ concrete and anchor and connects and composes, and described precast unit comprises prefabricated panel member, floor member, T shape wall column component, L wall column component, cross wall column component and band hole wall body construction; It is characterized in that have several vertical perforation holes parallel with the surface in the described precast unit, the longitudinal edge interval arranges the transverse concave groove that intersects with at least one vertical hole; Transverse concave groove positioned opposite between different prefabricated units arranges horizontal anchor and connects reinforcing bar in the space that transverse concave groove forms; In vertical hole, vertical anchor is set and connects reinforcing bar; Fill concrete forms one deck element of construction or singlestory building structure in vertical hole, transverse concave groove; A plurality of element of construction connect and compose multilayer or high-rise assembled integral shear wall structure.
2. assembled integral shear wall according to claim 1 building structure is characterized in that, it is the stirrup that is arranged in the space that transverse concave groove forms that described horizontal anchor connects reinforcing bar; Perhaps to connect reinforcing bar be that the exposed parts that is arranged at the precast unit longitudinal edge is U-shaped, L shaped embedded bar to described horizontal anchor.
3. assembled integral shear wall according to claim 1 and 2 building structure is characterized in that, the vertical hole interpolation that intersects with described transverse concave groove enters longitudinal reinforcement, and this longitudinal reinforcement connects reinforcing bar with horizontal anchor and forms cage of reinforcement.
4. assembled integral shear wall according to claim 1 building structure, it is characterized in that, the projection of the prefabricated units of seam one side between the precast unit extend in the transverse concave groove of opposite side prefabricated units, make the prefabricated units of seam both sides have all or part of being superimposed together of vertical hole at least, enter longitudinal reinforcement in superimposed vertical hole interpolation.
5. assembled integral shear wall according to claim 1 building structure is characterized in that, when described precast concrete panel as load bearing wall, consisted of by ordinary concrete; When described precast concrete panel as nonbearing wall, consisted of by light weight concrete construction.
6. assembled integral shear wall according to claim 1 building structure is characterized in that, described precast unit keeps concrete at the one or both sides at transverse concave groove position plate face.
7. assembled integral shear wall according to claim 1 building structure is characterized in that, have in the described precast unit parallel with the surface, be communicated with at least one vertical hole do not connect horizontal hole; Laterally hole is positioned at the transverse concave groove place, perhaps between transverse concave groove.
8. assembled integral shear wall according to claim 1 building structure is characterized in that, fills ordinary concrete in described vertical hole and the transverse concave groove, perhaps fills regenerated aggregate concrete.
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| CN 201220430672 CN202865991U (en) | 2012-08-28 | 2012-08-28 | Assembled monolithic shear wall building structure |
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| CN 201220430672 CN202865991U (en) | 2012-08-28 | 2012-08-28 | Assembled monolithic shear wall building structure |
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| CN102808450A (en) * | 2012-08-28 | 2012-12-05 | 初明进 | Assembled monolithic shear wall building structure and construction method thereof |
| CN103696513A (en) * | 2013-12-26 | 2014-04-02 | 北京工业大学 | Prefabricated shear wall with crossed frame member and lightweight concrete wall bodies and connection construction method |
| CN103696512A (en) * | 2013-12-26 | 2014-04-02 | 北京工业大学 | Z-frame component and lightweight concrete body fabricated shear wall and connection structure thereof |
| CN103711232A (en) * | 2013-12-26 | 2014-04-09 | 北京工业大学 | L-shaped frame component and lightweight concrete wall prefabricated type shear wall and connection construction method |
| CN104047380A (en) * | 2014-05-15 | 2014-09-17 | 中国建筑股份有限公司 | Assembly steel beam joint T-shaped mixed coupled wall and construction method thereof |
| CN106592752A (en) * | 2016-11-17 | 2017-04-26 | 内蒙古工业大学 | Structural system of plate-type house without beam columns |
| US10081942B2 (en) | 2014-08-04 | 2018-09-25 | Svein Berg Holding As | Building element, a building comprising one or more such building elements and a method for joining such a building element and a support element |
| CN108589931A (en) * | 2018-07-25 | 2018-09-28 | 浙江大学 | The precast construction connecting node that concrete is combined with steel construction |
| CN108867936A (en) * | 2018-06-27 | 2018-11-23 | 中国十七冶集团有限公司 | A kind of fabricated shear wall vertical abutment joint Alveolus type connection structure |
| CN109594649A (en) * | 2019-01-28 | 2019-04-09 | 华北水利水电大学 | A kind of assembled integral shear wall architectural construction and its construction method |
| CN111119401A (en) * | 2020-01-19 | 2020-05-08 | 浙江大学建筑设计研究院有限公司 | Floor support plate connected by folded plate and preparation method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102808450A (en) * | 2012-08-28 | 2012-12-05 | 初明进 | Assembled monolithic shear wall building structure and construction method thereof |
| WO2014032558A1 (en) * | 2012-08-28 | 2014-03-06 | Chu Mingjin | Assembled and integrated shear wall building structure and construction method |
| CN103696513A (en) * | 2013-12-26 | 2014-04-02 | 北京工业大学 | Prefabricated shear wall with crossed frame member and lightweight concrete wall bodies and connection construction method |
| CN103696512A (en) * | 2013-12-26 | 2014-04-02 | 北京工业大学 | Z-frame component and lightweight concrete body fabricated shear wall and connection structure thereof |
| CN103711232A (en) * | 2013-12-26 | 2014-04-09 | 北京工业大学 | L-shaped frame component and lightweight concrete wall prefabricated type shear wall and connection construction method |
| CN104047380A (en) * | 2014-05-15 | 2014-09-17 | 中国建筑股份有限公司 | Assembly steel beam joint T-shaped mixed coupled wall and construction method thereof |
| CN104047380B (en) * | 2014-05-15 | 2016-07-06 | 中国建筑股份有限公司 | Assembled girder steel seam T-shaped mixing coupled wall and construction method thereof |
| US10081942B2 (en) | 2014-08-04 | 2018-09-25 | Svein Berg Holding As | Building element, a building comprising one or more such building elements and a method for joining such a building element and a support element |
| CN106592752A (en) * | 2016-11-17 | 2017-04-26 | 内蒙古工业大学 | Structural system of plate-type house without beam columns |
| CN106592752B (en) * | 2016-11-17 | 2019-04-23 | 内蒙古工业大学 | A kind of no beam column plate-type house structural system |
| CN109881772A (en) * | 2016-11-17 | 2019-06-14 | 内蒙古绿汇住房产业化技术有限公司 | A kind of no beam column plate-type house structural system |
| CN108867936A (en) * | 2018-06-27 | 2018-11-23 | 中国十七冶集团有限公司 | A kind of fabricated shear wall vertical abutment joint Alveolus type connection structure |
| CN108589931A (en) * | 2018-07-25 | 2018-09-28 | 浙江大学 | The precast construction connecting node that concrete is combined with steel construction |
| CN109594649A (en) * | 2019-01-28 | 2019-04-09 | 华北水利水电大学 | A kind of assembled integral shear wall architectural construction and its construction method |
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