CN104652608B - A connection structure between an assembled exterior wall and beams - Google Patents

A connection structure between an assembled exterior wall and beams Download PDF

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Publication number
CN104652608B
CN104652608B CN201510059720.XA CN201510059720A CN104652608B CN 104652608 B CN104652608 B CN 104652608B CN 201510059720 A CN201510059720 A CN 201510059720A CN 104652608 B CN104652608 B CN 104652608B
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wall
prefabricated
hole
reserved
precast
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CN104652608A (en
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焦安亮
黄延铮
张中善
李永辉
石啸威
侯涛
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China Construction Seventh Engineering Division Corp Ltd
Fourth Construction Co Ltd of China Construction Seventh Engineering Co Ltd
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China Construction Seventh Engineering Division Corp Ltd
Fourth Construction Co Ltd of China Construction Seventh Engineering Co Ltd
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Abstract

The invention relates to an assembly type exterior wall and beam connecting structure. The assembly type exterior wall and beam connecting structure comprises prefabricated external wall panels, a prefabricated beam and a laminated floor, wherein wall top reserved holes are formed in the upper part of each prefabricated external wall panel, and wall bottom embedded parts are arranged at the bottoms of the prefabricated external wall panels; columns are arranged at the two ends of the prefabricated beam, beam inner side reserved holes corresponding to the wall bottom embedded parts are formed in one side of the prefabricated beam, and reinforcing steel bars and cast-in-place portions are arranged in the beam inner side reserved holes; extending portions are arranged at the outer sides of the beam inner side reserved holes, beam outer side reserved holes corresponding to the wall top reserved holes of the external wall panels above are formed in the extending portions, and reinforcing steel bars and cast-in-place portions are arranged in the wall top reserved holes and the beam outer side reserved holes; beam top embedded parts are arranged in the prefabricated beam and are connected with the laminated floor; the prefabricated external wall panels, the prefabricated beam and the laminated floor are connected through a post-cast strip. According to the assembly type exterior wall and beam connecting structure, the prefabricated external wall panels, the prefabricated beam and the laminated floor are organically connected together, so that the entirety of a whole assembly type building is improved, the assembly type building is firm and reliable, and the seismic performance of the assembly type building is improved.

Description

一种装配式外墙与梁的连接结构A connection structure between an assembled exterior wall and beams

技术领域technical field

本发明涉及装配式建筑领域,具体涉及一种装配式外墙与梁的连接结构。The invention relates to the field of prefabricated buildings, in particular to a connection structure between prefabricated exterior walls and beams.

背景技术Background technique

传统的建筑业是高污染、高耗能、环境不友好的产业,其工业化程度低,水耗、能耗、人工垃圾、污水排放量大,不符合国家节能和环保的可持续发展政策,而且需要大量的劳动力。随着我国人口老龄化的不断加剧,资源和能源的持续紧张,传统的建造方式已不再符合社会的发展要求。近年来,随着人们生活水平的不断提高,人们对住宅等建筑行业的建筑速度、建筑造价、施工质量及节能环保等的要求也不断提高,并逐步走向现代装配式建筑体系。采用装配式结构,可以工厂预制、现场装配,实现住宅产业化,同时可以有效提高材料在建筑节能和结构性能和结构性能的效率、节约能源与资源,减少建筑垃圾和环境的不良影响,降低施工场地限制等。建筑工业化是未来建筑业的发展方向,而装配式建筑也是近几年来各大建筑企业争相研究的热点。要想提高装配式建筑的整体性,关键是处理好构件之间的连接。The traditional construction industry is a high-pollution, high-energy-consuming, and environmentally unfriendly industry. Its industrialization level is low, and its water consumption, energy consumption, artificial waste, and sewage discharge are large, which does not conform to the sustainable development policy of the country for energy conservation and environmental protection. A lot of labor is required. As my country's aging population continues to intensify and resources and energy continue to be strained, traditional construction methods no longer meet the requirements of social development. In recent years, with the continuous improvement of people's living standards, people's requirements for construction speed, construction cost, construction quality, energy conservation and environmental protection of residential and other construction industries have also been continuously improved, and they are gradually moving towards modern prefabricated building systems. The prefabricated structure can be prefabricated in the factory and assembled on site to realize the industrialization of housing. At the same time, it can effectively improve the efficiency of materials in building energy saving, structural performance and structural performance, save energy and resources, reduce construction waste and adverse effects on the environment, and reduce construction. Site restrictions, etc. The industrialization of construction is the development direction of the construction industry in the future, and the prefabricated building is also a hot spot that major construction companies are competing to study in recent years. In order to improve the integrity of the prefabricated building, the key is to deal with the connection between the components.

发明内容Contents of the invention

本发明要解决的技术问题是提供一种装配式外墙与梁的连接结构,其提高了建筑结构的装配率,且稳定性好,增加了抗震性能,可以节约大量人力。The technical problem to be solved by the present invention is to provide an assembled outer wall and beam connection structure, which improves the assembly rate of the building structure, has good stability, increases the anti-seismic performance, and can save a lot of manpower.

本发明的技术方案是:一种装配式外墙与梁的连接结构,包括预制外墙板、预制梁和叠合楼板,所述预制外墙板上部设有墙顶预留孔洞,预制外墙板底部设有墙底预埋件;所述预制梁两端设有柱子,预制梁一侧设有与墙底预埋件相对应的梁内侧预留孔洞,在梁内侧预留孔洞内设有钢筋和现浇部;梁内侧预留孔洞外侧设有伸出部分,伸出部分上设有与预制外墙板的墙顶预留孔洞相对应的梁外侧预留孔洞,墙顶预留孔洞和梁外侧预留孔洞内设有钢筋和现浇部;所述预制梁中设有梁顶预埋件,梁顶预埋件与叠合楼板相连接;所述预制外墙板、预制梁和叠合楼板通过后浇带连接。The technical solution of the present invention is: an assembled exterior wall and beam connection structure, including prefabricated exterior wall panels, prefabricated beams and laminated floor slabs, the upper part of the prefabricated exterior wall panels is provided with holes reserved on the top of the wall, and the prefabricated exterior walls The bottom of the slab is provided with embedded parts at the bottom of the wall; the two ends of the prefabricated beam are provided with columns, and one side of the prefabricated beam is provided with a reserved hole on the inner side of the beam corresponding to the embedded part at the bottom of the wall. Reinforcement and cast-in-place part; there is an extension part outside the reserved hole on the inner side of the beam, and the reserved hole on the outer side of the beam corresponds to the reserved hole on the top of the wall of the prefabricated external wall panel on the extended part, and the reserved hole on the top of the wall and There are steel bars and cast-in-place parts in the reserved holes on the outside of the beam; the beam top embedded parts are arranged in the prefabricated beam, and the beam top embedded parts are connected with the laminated floor; the prefabricated external wall panels, prefabricated beams and laminated floors Connected by post-cast tape.

作为优选方案,所述预制外墙板的数量至少为两块。As a preferred solution, the number of the prefabricated exterior wall panels is at least two.

作为优选方案,所述预制外墙板两侧设有槽口。As a preferred solution, notches are provided on both sides of the prefabricated exterior wall panels.

作为优选方案,所述预制外墙板通过槽口浇筑混凝土形成整体,并使用封胶和PE棒进行封堵。As a preferred solution, the prefabricated exterior wall panel is formed as a whole by pouring concrete through slots, and sealed with glue and PE rods.

作为优选方案,所述预制外墙板上部设有临时固定斜支撑预埋件、预留吊装孔和预留临时固定孔洞。As a preferred solution, the upper part of the prefabricated exterior wall panel is provided with temporary fixing oblique support embedded parts, reserved hoisting holes and reserved temporary fixing holes.

作为优选方案,所述预制梁的伸出部分上设有与预留吊装孔相对应的吊装口。As a preferred solution, the protruding part of the prefabricated beam is provided with a hoisting opening corresponding to the reserved hoisting hole.

作为优选方案,所述墙顶预留孔洞、临时固定斜支撑预埋件、预留吊装孔和预留临时固定孔洞的数量均至少为两个,所述墙顶预留孔洞、临时固定斜支撑预埋件、预留吊装孔和预留临时固定孔洞均沿预制外墙板的中心线对称分布。As a preferred solution, the number of the reserved holes on the top of the wall, the embedded parts for temporarily fixing the inclined supports, the reserved hoisting holes and the reserved temporary fixing holes are at least two, and the reserved holes on the top of the wall, the temporarily fixed inclined supports The embedded parts, reserved hoisting holes and reserved temporary fixing holes are distributed symmetrically along the centerline of the prefabricated exterior wall panels.

作为本发明的一种改进,所述预留吊装孔内设有预埋螺栓。As an improvement of the present invention, embedded bolts are provided in the reserved hoisting holes.

作为优选方案,所述墙底预埋件由带孔的矩形铁件和钢筋组成。As a preferred solution, the embedded part at the bottom of the wall is composed of rectangular iron parts with holes and steel bars.

作为优选方案,所述梁顶预埋件由均匀分布的钢筋组成。As a preferred solution, the beam top embedded part is composed of evenly distributed steel bars.

本发明预制外墙板采用工厂流水线预制的方式制成,提高了建筑结构的装配率,预制外墙板与梁的连接方式简单,工效高,可以节约大量人力,外墙板之间的竖缝通过浇筑细石混凝土使之连为一体;预制外墙板的上部和下部均与预制梁紧密连接,增加了其稳定性;后浇带浇筑混凝土使预制外墙板、预制梁和叠合楼板有机地连接在一起,提高整个装配式建筑的整体性,使装配式建筑牢固可靠,抗震性能增加。The prefabricated exterior wall panel of the present invention is made by factory assembly line prefabrication, which improves the assembly rate of the building structure. The connection method between the prefabricated exterior wall panel and the beam is simple, the work efficiency is high, and a large amount of manpower can be saved. It is connected as a whole by pouring fine stone concrete; the upper and lower parts of the prefabricated external wall panels are closely connected with the prefabricated beams, which increases its stability; the post-pouring concrete makes the prefabricated external wall panels, prefabricated beams and laminated floors organic The ground is connected together to improve the integrity of the entire prefabricated building, making the prefabricated building firm and reliable, and increasing its seismic performance.

附图说明Description of drawings

图1为实施例1的预制外墙板的结构示意图。FIG. 1 is a schematic structural view of the prefabricated exterior wall panel of Embodiment 1.

图2为实施例1的预制外墙板的横向剖视图。FIG. 2 is a transverse cross-sectional view of the prefabricated exterior wall panel of Embodiment 1. FIG.

图3为实施例1的墙底预埋件的结构示意图。FIG. 3 is a schematic structural view of the embedded part at the bottom of the wall in Embodiment 1. FIG.

图4为实施例1的预制外墙板的接缝连接的结构示意图。FIG. 4 is a structural schematic diagram of the seam connection of the prefabricated exterior wall panels in Embodiment 1. FIG.

图5为实施例1的预制梁的结构示意图。FIG. 5 is a schematic structural view of the prefabricated beam of Embodiment 1. FIG.

图6为图5的A-A向视图。Fig. 6 is a view along the line A-A of Fig. 5 .

图7为实施例1的预制外墙板顶部与上方预制梁连接的结构示意图。Fig. 7 is a schematic structural diagram of the connection between the top of the prefabricated exterior wall panel and the upper prefabricated beam in Embodiment 1.

图8为实施例1的预制外墙板底部与下方预制梁连接的结构示意图。Fig. 8 is a structural schematic diagram of the connection between the bottom of the prefabricated exterior wall panel and the lower prefabricated beam in Embodiment 1.

具体实施方式detailed description

实施例1Example 1

如图1至图7所示,一种装配式外墙与梁连接构造,包括预制外墙板1、预制梁12和叠合楼板16。预制外墙板1上部设有墙顶预留孔洞2、临时固定斜支撑预埋件3、预留吊装孔4和预留临时固定孔洞5。墙顶预留孔洞2、临时固定斜支撑预埋件3、预留吊装孔4和预留临时固定孔洞5的数量均至少为两个,且均沿预制外墙板1的中心线对称分布。2个预留吊装孔4分别分布在预制外墙板1的左右两部分,用于对预制外墙板1的吊装。临时固定斜支撑预埋件3和预留临时固定孔洞5用于对预制外墙板1安装时的临时固定。As shown in FIGS. 1 to 7 , a prefabricated external wall and beam connection structure includes a prefabricated external wall panel 1 , a prefabricated beam 12 and a laminated floor 16 . The upper part of the prefabricated exterior wall panel 1 is provided with a reserved hole 2 on the top of the wall, a temporary fixed oblique support embedded part 3, a reserved hoisting hole 4 and a reserved temporary fixed hole 5. There are at least two reserved holes 2 on the top of the wall, temporarily fixed oblique support embedded parts 3 , reserved hoisting holes 4 and reserved temporary fixing holes 5 , and they are all symmetrically distributed along the center line of the prefabricated exterior wall panel 1 . The two reserved hoisting holes 4 are respectively distributed in the left and right parts of the prefabricated exterior wall panel 1 for hoisting the prefabricated exterior wall panel 1 . Temporary fixed oblique support embedded parts 3 and reserved temporary fixed holes 5 are used for temporary fixing of prefabricated exterior wall panels 1 during installation.

预制外墙板1的底部设有墙底预埋件6。墙底预埋件6由带孔的矩形铁件和钢筋组成,如图3所示。钢筋通过焊接形式连接在矩形铁件上并深入预制外墙体1内,外露部分带有孔洞,用于和下方的预制梁12连接。预制外墙板1两侧设有槽口7,槽口7位于预制外墙板1中。预制外墙板1的数量至少为两块,当两块预制外墙板1安装时会形成竖缝,通过向竖缝中浇筑混凝土,可以将其连接形成整体,其中槽口7使两块预制外墙板1连接更结实稳定。浇筑后,使用封胶14和PE棒15进行封堵作保温处理。The bottom of the prefabricated exterior wall panel 1 is provided with a wall bottom embedded part 6 . The embedded part 6 at the bottom of the wall consists of rectangular iron parts with holes and steel bars, as shown in Figure 3. The steel bar is connected to the rectangular iron piece by welding and goes deep into the prefabricated outer wall 1 , and the exposed part has holes for connecting with the prefabricated beam 12 below. Notches 7 are provided on both sides of the prefabricated exterior wall panel 1 , and the notches 7 are located in the prefabricated exterior wall panel 1 . The number of prefabricated exterior wall panels 1 is at least two. When two prefabricated exterior wall panels 1 are installed, vertical joints will be formed. By pouring concrete into the vertical joints, they can be connected to form a whole. The notches 7 make the two prefabricated exterior wall panels 1 The external wall panel 1 is connected more firmly and stably. After pouring, sealant 14 and PE rod 15 are used to seal for heat preservation.

预制梁12两端设有柱子11,将预制梁12夹在柱子11的中间。预制梁12一侧设有与墙底预埋件6相对应的梁内侧预留孔洞9,在梁内侧预留孔洞内9设有钢筋和现浇部。墙底预埋件6伸出墙体部分上的孔洞和下方预制梁12的梁内侧预留孔洞9对齐后进行注浆,然后再插入钢筋进行连接,完成预制外墙板1的底部与下方预制梁12的连接。The two ends of the prefabricated beam 12 are provided with pillars 11 , and the prefabricated beam 12 is sandwiched between the pillars 11 . One side of the prefabricated beam 12 is provided with a reserved hole 9 inside the beam corresponding to the embedded part 6 at the bottom of the wall, and a steel bar and a cast-in-place part are arranged in the reserved hole 9 inside the beam. The embedded part 6 at the bottom of the wall protrudes from the hole on the wall part and the reserved hole 9 on the inner side of the beam of the prefabricated beam 12 below is aligned, and then grouting is performed, and then steel bars are inserted for connection to complete the bottom of the prefabricated exterior wall panel 1 and the prefabricated bottom. Beam 12 connection.

梁内侧预留孔洞9外侧设有伸出部分,伸出部分上设有与墙顶预留孔洞2相对应的梁外侧预留孔洞8。墙顶预留孔洞2和梁外侧预留孔洞8内均设有钢筋和现浇部,即墙顶预留孔洞2和上方预制梁12上的梁外侧预留孔洞8对齐后进行注浆,然后再插入钢筋进行连接。预制梁12中设有梁顶预埋件13,其为均匀分布的钢筋。梁顶预埋件13与叠合楼板16相连接。预制梁12的伸出部分上设有与预留吊装孔4相对应的吊装口10,用于吊装预制梁12时固定缆索。吊装口10设有两个,关于预制梁12的中心线对称。The outside of the reserved hole 9 inside the beam is provided with a protruding part, and the protruding part is provided with a reserved hole 8 on the outside of the beam corresponding to the reserved hole 2 on the top of the wall. Both the reserved hole 2 on the top of the wall and the reserved hole 8 on the outside of the beam are equipped with steel bars and cast-in-place parts, that is, the reserved hole 2 on the top of the wall and the reserved hole 8 on the outside of the beam on the prefabricated beam 12 above are aligned and then grouted, and then Then insert the reinforcement to connect. The prefabricated beam 12 is provided with beam top embedded parts 13, which are evenly distributed steel bars. The beam top embedded part 13 is connected with the laminated floor 16 . The protruding part of the prefabricated beam 12 is provided with a hoisting opening 10 corresponding to the reserved hoisting hole 4 for fixing cables when hoisting the prefabricated beam 12 . There are two hoisting openings 10, which are symmetrical about the center line of the prefabricated beam 12.

梁内侧预留孔洞9上端设有后浇带17。预制外墙板1、预制梁12和叠合楼板16通过后浇带17连接。The upper end of the reserved hole 9 inside the beam is provided with a post-casting belt 17 . The prefabricated exterior wall panels 1 , prefabricated beams 12 and laminated floor slabs 16 are connected by post-casting strips 17 .

通过预制外墙板1的上部和底部分别与预制梁12相连接的连接方式使预制外墙板1与预制梁12更牢固,同时槽口7使外墙之间以及后浇带17使预制外墙板1、预制梁12和叠合楼板16之间牢固连接,安全可靠,增加了装配式建筑结构的整体性。The prefabricated exterior wall panel 1 and the prefabricated beam 12 are made stronger by connecting the upper part and the bottom of the prefabricated exterior wall panel 1 with the prefabricated beam 12 respectively, and the notches 7 make the prefabricated exterior wall panel 1 and the prefabricated exterior wall The wall panels 1, prefabricated beams 12 and laminated floor slabs 16 are firmly connected, safe and reliable, and increase the integrity of the prefabricated building structure.

实施例2:一种装配式外墙与梁的连接结构,包括预制外墙板、预制梁和叠合楼板,所述预制外墙板上部设有墙顶预留孔洞,预制外墙板底部设有墙底预埋件;所述预制梁两端设有柱子,预制梁一侧设有与墙底预埋件相对应的梁内侧预留孔洞,在梁内侧预留孔洞内设有钢筋和现浇部;梁内侧预留孔洞外侧设有伸出部分,伸出部分上设有与墙顶预留孔洞相对应的梁外侧预留孔洞,墙顶预留孔洞和梁外侧预留孔洞内设有钢筋和现浇部;所述预制梁中设有梁顶预埋件,梁顶预埋件与叠合楼板相连接;所述预制外墙板、预制梁和叠合楼板通过后浇带连接。预制外墙板上的预留吊装孔内设有预埋螺栓,用于吊装。Embodiment 2: A connection structure between a prefabricated exterior wall and a beam, including a prefabricated exterior wall panel, a prefabricated beam, and a laminated floor. There are embedded parts at the bottom of the wall; the two ends of the prefabricated beam are provided with columns, and one side of the prefabricated beam is provided with a reserved hole on the inner side of the beam corresponding to the embedded part at the bottom of the wall. Casting part; there is a protruding part on the outside of the reserved hole on the inner side of the beam. On the protruding part, there is a reserved hole on the outer side of the beam corresponding to the reserved hole on the top of the wall. In the reserved hole on the top of the wall and on the outer side of the beam, there are Reinforcing bars and cast-in-place parts; the prefabricated beams are provided with beam top embedded parts, and the beam top embedded parts are connected to the laminated floor; the prefabricated exterior wall panels, prefabricated beams and laminated floors are connected through post-casting strips. There are pre-embedded bolts in the reserved hoisting holes on the prefabricated exterior wall panels for hoisting.

其他结构与实施例1相同。Other structures are the same as in Embodiment 1.

上面结合附图对本发明的实施方式作了详细说明,但是本发明并不限于上述实施方式,例如预制外墙板不仅可以通过预留吊装孔用来吊装,还可以通过在预制外墙板上部预埋螺栓来进行吊装,总之在所述领域普通技术人员所具备的知识范围内,对本发明的精神和原则之内所作的任何修改、等同替代和改进等,其均应涵盖在本发明请求保护的技术方案范围之内。The embodiments of the present invention have been described in detail above in conjunction with the accompanying drawings, but the present invention is not limited to the above embodiments. For example, the prefabricated exterior wall panels can not only be used for hoisting by reserving hoisting holes, but also can be prefabricated on the top of the prefabricated exterior wall panels. In short, any modification, equivalent replacement and improvement made within the spirit and principles of the present invention within the knowledge of the ordinary skilled person in the field shall be covered by the claimed protection of the present invention. within the technical scope.

Claims (10)

1. the attachment structure of a kind of assembling type outer wall and beam, including precast wall panel (1), precast beam (12) and laminated floor slab (16) it is characterised in that: described precast wall panel (1) top is provided with wall top reserving hole (2), and precast wall panel (1) bottom sets There is wall bottom built-in fitting (6);Described precast beam (12) two ends are provided with pillar (11), and precast beam (12) side is provided with and wall bottom built-in fitting (6) reserving hole (9) inside corresponding beam, is provided with reinforcing bar and cast-in-place portion in reserving hole (9) inside beam;Reserved inside beam Hole is provided with extension outside (9), and extension is provided with corresponding with wall top reserving hole (2) of precast wall panel (1) Beam outside reserving hole (8), be provided with reinforcing bar and cast-in-place portion in reserving hole (8) outside wall top reserving hole (2) and beam;Described It is provided with back built-in fitting (13), back built-in fitting (13) is connected with laminated floor slab (16) in precast beam (12);Described prefabricated outer Wallboard (1), precast beam (12) and laminated floor slab (16) pass through post-cast strip (17) and connect.
2. the attachment structure of assembling type outer wall according to claim 1 and beam is it is characterised in that described precast wall panel (1) at least two pieces of quantity.
3. the attachment structure of assembling type outer wall according to claim 2 and beam is it is characterised in that described precast wall panel (1) both sides are provided with notch (7).
4. the attachment structure of assembling type outer wall according to claim 3 and beam is it is characterised in that described precast wall panel (1) entirety is formed by notch (7) casting concrete, and blocked using sealing (14) and pe rod (15).
5. the attachment structure of assembling type outer wall according to claim 1 and beam is it is characterised in that described precast wall panel (1) top is provided with and fixes bearing diagonal built-in fitting (3), reserved hole for hoist (4) and reserved interim fixing hole hole (5) temporarily.
6. the attachment structure of assembling type outer wall according to claim 5 and beam is it is characterised in that described precast beam (12) Extension is provided with the hoisting port (10) corresponding with reserved hole for hoist (4).
7. the attachment structure of assembling type outer wall according to claim 5 and beam is it is characterised in that described wall top reserving hole (2) quantity, temporarily fixing bearing diagonal built-in fitting (3), reserved hole for hoist (4) and reserved interim fixing hole hole (5) is all at least Two, described wall top reserving hole (2), fix bearing diagonal built-in fitting (3), reserved hole for hoist (4) and reserving temporarily and fix temporarily Hole (5) is symmetrical along the center line of precast wall panel (1).
8. the attachment structure of assembling type outer wall according to claim 7 and beam is it is characterised in that described reserved hole for hoist (4) it is provided with pre-embedded bolt in.
9. the attachment structure of assembling type outer wall according to claim 1 and beam is it is characterised in that described wall bottom built-in fitting (6) it is made up of rectangle ironware with holes and reinforcing bar.
10. the attachment structure of assembling type outer wall according to claim 1 and beam is it is characterised in that described back built-in fitting (13) it is made up of equally distributed reinforcing bar.
CN201510059720.XA 2015-02-05 2015-02-05 A connection structure between an assembled exterior wall and beams Expired - Fee Related CN104652608B (en)

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CN105220809B (en) * 2015-10-26 2018-01-16 济南轨道交通集团有限公司 A kind of arch top plate and the attachment structure and its construction method of bracket stake
CN106522372B (en) * 2016-09-20 2019-01-15 上海迅铸建筑科技有限公司 A kind of hybrid integrated house and construction method
CN106284685A (en) * 2016-10-14 2017-01-04 南通联泷建筑材料有限公司 A kind of wallboard and the post-cast strip attachment structure of floor plates
CN108867880B (en) * 2018-09-12 2023-11-14 江西嘉致建设有限公司 Assembled reinforced concrete building

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CN1062929C (en) * 1997-05-31 2001-03-07 杨绍林 House building method by using paper faced straw board
US6698150B1 (en) * 1998-06-09 2004-03-02 Brentmuir Developments (1993) Limited Concrete panel construction system
CN101597920A (en) * 2008-06-02 2009-12-09 蒋正波 Assembled type building construction and method thereof
CN103114663B (en) * 2013-03-07 2015-01-14 浙江省建筑科学设计研究院有限公司 Assemble type multifunctional outer wall body and production and installation method thereof
CN103726607A (en) * 2014-01-20 2014-04-16 王睿敏 Wall board for assembling integral shear wall, shear wall and construction method of shear wall
CN204475529U (en) * 2015-02-05 2015-07-15 中国建筑第七工程局有限公司 The syndeton of a kind of assembling type outer wall and beam

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