阅读说明：本技术 石笼装饰墙的施工方法 (The construction method of gabion decorative wall ) 是由 薛永涛 徐啸宇 李二勇 邓恺 林波 于 2019-07-31 设计创作，主要内容包括：本发明公开了一种石笼装饰墙的施工方法,包括以下步骤：先在结构墙体上依次安装多个后置埋件；在每个后置埋件上均连接竖向龙骨,并在竖向龙骨上连接横向龙骨,全部横向龙骨和竖向龙骨构成主龙骨层；在主龙骨层的相邻竖向龙骨之间均填充保温岩棉；将石笼骨架和横向龙骨相固定；在石笼骨架上包覆钢筋网片形成石笼网箱,向石笼网箱内填充石料。本发明能够提高装饰墙的施工效率和结构强度,并提升装饰墙的装饰效果。(The invention discloses a kind of construction methods of gabion decorative wall, comprising the following steps: multiple post-installs are first successively installed on structure wall；It is all connected with vertical keel on each post-install, and connects lateral keel on vertical keel, whole lateral keels and vertical keel constitute main joist layer；Heat preservation rock is filled between the adjacent vertical keel of main joist layer；Gabion skeleton is mutually fixed with lateral keel；Cladding reinforcing steel bar mesh sheet forms gabion net cage on gabion skeleton, fills building stones into gabion net cage.The present invention can be improved the construction efficiency and structural strength of decorative wall, and promote the decorative effect of decorative wall.)

1. a kind of construction method of gabion decorative wall, which comprises the following steps:

1) multiple post-installs are successively installed on structure wall；

2) it is all connected with vertical keel on each post-install, and connects lateral keel on the vertical keel, all The lateral keel and vertical keel constitute main joist layer；

3) heat preservation rock is filled between the adjacent vertical keel of the main joist layer；

4) gabion skeleton is mutually fixed with the lateral keel；

5) cladding reinforcing steel bar mesh sheet forms gabion net cage on gabion skeleton, and the side of the gabion net cage, which is stayed, sets feeding port；

6) after filling building stones into the gabion net cage by the feeding port, the feeding port is closed using netted capping.

2. the construction method of gabion decorative wall as described in claim 1, which is characterized in that in the step 2 post-install and The connection method of vertical keel includes: that the first corner brace and the second corner brace are fixed on post-install, and vertical keel is placed in Between one corner brace and the second corner brace, and one end of vertical keel is connected with first corner brace, the other end and the second corner brace It is connected.

3. the construction method of gabion decorative wall as described in claim 1, which is characterized in that the vertical keel includes the first slot Steel, the opening of first channel steel are fixed with sealing plate to close the opening.

4. the construction method of gabion decorative wall as described in claim 1, which is characterized in that in the step 2 vertical keel and The connection method of lateral keel includes: mutually to fix one end of the second corner brace with one end of vertical keel, the other end and laterally dragon Bone photo connection.

5. the construction method of gabion decorative wall as described in claim 1, which is characterized in that the gabion box case includes multiple nets Box unit, when filling building stones in the step 6) into the gabion net cage in such a way that net cage unit is sequentially filled one by one.

6. the construction method of gabion decorative wall as claimed in claim 5, which is characterized in that Xiang Suoshu net cage unit fills building stones The mode of Shi Caiyong multilayer filling, carries out tamping adjustment after one layer of building stones of every filling, up to the compactness and flatness of building stones reach To after design requirement, next layer of building stones are refilled until net cage unit is filled up.

7. the construction method of gabion decorative wall as claimed in claim 6, which is characterized in that the packed height of every layer of building stones is little In 35cm.

8. the construction method of gabion decorative wall as described in claim 1, which is characterized in that the partial size of the building stones be 20~ 100mm。

9. the construction method of gabion decorative wall as described in claim 1, which is characterized in that the tensile strength of the reinforced mesh Not less than 380N/mm2.

10. the construction method of gabion decorative wall as described in claim 1, which is characterized in that the gabion skeleton uses angle steel Skeleton.

Technical field

The present invention relates to technical field of building construction, and in particular to a kind of construction method of gabion decorative wall.

Background technique

With the extensive application of concrete structure and steel construction in building, the peripheral wall of building is not only to building Play the role of going along with sb. to guard him, and decorative architecture object can also be played, such as common glass curtain wall and stone curtain wall, but it is existing Decorative exterior wall structural strength and construction efficiency it is lower, and decorative effect is bad, is unable to satisfy user demand.

Summary of the invention

The technical problem to be solved in the present invention is to provide a kind of construction methods of gabion decorative wall, can be improved decorative wall Construction efficiency and structural strength, and promote the decorative effect of decorative wall.

In order to solve the above technical problem, the present invention provides technical solution it is as follows:

A kind of construction method of gabion decorative wall, comprising the following steps:

1) multiple post-installs are successively installed on structure wall；

2) it is all connected with vertical keel on each post-install, and connects lateral keel on the vertical keel, all The lateral keel and vertical keel constitute main joist layer；

3) heat preservation rock is filled between the adjacent vertical keel of the main joist layer；

4) gabion skeleton is mutually fixed with the lateral keel；

5) cladding reinforcing steel bar mesh sheet forms gabion net cage on gabion skeleton, and the side of the gabion net cage, which is stayed, sets feeding port；

6) after filling building stones into the gabion net cage by the feeding port, the feeding port is closed using netted capping.

In a wherein embodiment, in the step 2 connection method of post-install and vertical keel include: by First corner brace and the second corner brace are fixed on post-install, and vertical keel is placed between the first corner brace and the second corner brace, and will One end of vertical keel is connected with first corner brace, and the other end and the second corner brace are connected.

In a wherein embodiment, the vertical keel includes the first channel steel, and the opening of first channel steel is solid Surely there is sealing plate to close the opening.

In a wherein embodiment, in the step 2 connection method of vertical keel and lateral keel include: by One end of second corner brace is mutually fixed with one end of vertical keel, and the other end is connected with lateral keel.

In a wherein embodiment, the gabion box case includes multiple net cage units, Xiang Suoshu in the step 6) In gabion net cage when filling building stones in such a way that net cage unit is sequentially filled one by one.

In a wherein embodiment, when Xiang Suoshu net cage unit fills building stones by the way of multilayer filling, often fill out Tamping adjustment is carried out after filling one layer of building stones, until refilling next layer after the compactness and flatness of building stones reach design requirement Building stones are until net cage unit is filled up.

In a wherein embodiment, the packed height of every layer of building stones is not more than 35cm.

In a wherein embodiment, the partial size of the building stones is 20~100mm.

In a wherein embodiment, the tensile strength of the reinforced mesh is not less than 380N/mm2.

In a wherein embodiment, the gabion skeleton uses angle steel skeleton.

It is easy to operate, greatly improve the invention has the following advantages: the construction method of gabion decorative wall of the invention The structural strength of construction efficiency and decorative wall, while greatly improving the Natural decoration effect of decorative wall, aesthetics is high, building stones Materials are convenient, are conducive to environmental protection and saving；Improve heat preservation and the percolation-proof effect of decorative wall entirety.

Detailed description of the invention

Fig. 1 is the cross-sectional structural schematic diagram of a node of gabion decorative wall of the invention；

Fig. 2 is the longitudinal profile of node shown in Fig. 1；

Fig. 3 is the three dimensional structure diagram (being not filled by building stones) of gabion decorative wall of the invention

In figure: 1, structure wall, 2, pre-embedded bolt, 3, post-install, the 4, first corner brace, the 5, second corner brace, 6, vertical keel, 61, the first channel steel, 62, sealing plate, the 7, first bolt, 8, third corner brace, the 9, second bolt, 10, heat preservation rock, 11, main joist layer, 12, gabion skeleton, 13, reinforced mesh, 14, gabion net cage, 15, building stones.

Specific embodiment

The present invention will be further explained below with reference to the attached drawings and specific examples, so that those skilled in the art can be with It more fully understands the present invention and can be practiced, but illustrated embodiment is not as a limitation of the invention.

As Figure 1-Figure 2, present embodiment discloses a kind of construction methods of gabion decorative wall, comprising the following steps:

1) multiple post-installs 3 are successively installed on structure wall 1；

Wherein, pre-embedded bolt 2 is embedded in structure wall 1, post-install 3 is connected on pre-embedded bolt 2.

2) it is all connected with vertical keel 6 on each post-install 3, and connects lateral keel (in figure not on vertical keel 6 Show), whole lateral keels and vertical keel 6 constitute main joist layer 11；

3) fill heat preservation rock 10 between the two neighboring vertical keel 6 of main joist layer 11, with play preferable heat preservation and The effect of water-impervious；

4) gabion skeleton 12 is mutually fixed with lateral keel；

5) as shown in figure 3, cladding reinforcing steel bar mesh sheet 13 forms gabion net cage 14 on gabion skeleton 12, the side of gabion net cage 14 is stayed If feeding port；

6) after filling building stones into gabion net cage 14 by feeding port, feeding port is closed using netted capping.

Wherein, netted capping also uses reinforced mesh 13.

In a wherein embodiment, above-mentioned steps 2) in the connection method of post-install 3 and vertical keel 6 include: First corner brace 4 and second jiao 5 are welded on post-install 3, by vertical keel 6 be placed in the first corner brace 4 and the second corner brace 5 it Between, and one end of vertical keel 6 is connected with the first corner brace 4, the other end and the second corner brace 5 are connected.Pass through above structure It can be realized the accurate positionin of vertical keel 6 and effectively enhance the structural strength of vertical keel 6, prevent it from deforming.

Further, it is connected between the first corner brace 4, vertical keel 6 and the second corner brace 5 by the first bolt 7.

In a wherein embodiment, vertical keel 6 includes the first channel steel 61, and the opening of the first channel steel 61 is fixed with Sealing plate 62 is to close opening, to enhance the integral strength of vertical keel 6.

Further, the first bolt 7 runs through the first corner brace 4, the slot bottom of the first channel steel 61, sealing plate 62 and the second corner brace simultaneously 5。

In a wherein embodiment, the connection method of vertical keel 6 and lateral keel includes: by third in step 2 By being welded and fixed, the other end is connected with lateral keel by the second bolt 9 for one end of corner brace 8 and one end of vertical keel 6, Namely it is connected between vertical keel 6 and lateral keel by third corner brace 8.It is attached by third corner brace 8, it is easy to operate And it can preferably guarantee bonding strength.

In a wherein embodiment, gabion net cage 14 includes multiple net cage units, above-mentioned steps 6) in gabion box In case 14 when filling building stones in such a way that net cage unit is sequentially filled one by one.

Further, each net cage unit of gabion net cage 14 is in arranged in rows, can be according to sequence from the bottom to top when filling Row's filling is divided then to refill row's net cage unit for example, first filling row's net cage unit of bottommost, and so on.

It is to be appreciated that can first construct the net cage unit of bottom row when installation, then fill building stones into net cage unit, After filling, then constructs row's net cage unit and be filled, later again and so on.

In a wherein embodiment, when filling building stones to net cage unit by the way of multilayer filling, every filling one Tamping adjustment is carried out after layer building stones, until next layer of building stones are refilled after the compactness and flatness of building stones reach design requirement, Tamping adjustment is carried out after filling, until after the compactness and flatness of building stones reach design requirement, then next layer of filling is carried out, according to It is secondary to analogize, until net cage unit is filled up.By above-mentioned layering filling mode, can be avoided disposably fill up and caused by building stones The problem of filling unevenness and poor flatness, so that the overall stability of building stones after filling be effectively ensured.

Further, the packed height of every layer of building stones is not more than 35cm.

In a wherein embodiment, the partial size of building stones is 20~100mm, in order to fill and be conducive to after guaranteeing filling The stability of building stones entirety.

Further, quantity is all larger than the aperture of reinforced mesh than the partial size of the building stones for 80% in each net cage unit, both The building stones compared with small particle can be made to be used, can also preferably guarantee the compactness of whole building stones without making building stones Leak out net muscle mesh sheet.

It is to be appreciated that the building stones of filling should carry out cleaning and impurities removing, the color of the stone of same gabion wall should be equal It is even, forbid using land waste.The building stones in prominent outside should be cleared up smooth to avoid hurting sb.'s feelings.

To guarantee that aesthetics, the appearance of gabion net cage 14 are answered smooth, the texture of reinforced mesh should be aligned.

In a wherein embodiment, the tensile strength of reinforced mesh 13 is not less than 380N/mm2.

In a wherein embodiment, gabion skeleton 12 uses angle steel skeleton, namely is welded by multiple angle steel.

In a wherein embodiment, when constructing angle steel skeleton, the stile of angle steel is outwardly.

In a wherein embodiment, the back side metope of main joist layer 11 is painted with water-repellent paint, brush with a thickness of 1.5mm, the coating can and be brushed to the support wall under gabion wall.

In a wherein embodiment, building stones can directly adopt local rough ashlar and be process, to economize on resources, because of ground Suiting measures to different conditions.

In a wherein embodiment, above-mentioned vertical keel 6, lateral keel, angle steel skeleton, 4, second jiaos of the first corner brace Code 5, third corner brace 8 and 13 surface of reinforced mesh are coated with zinc coat, and the thickness of zinc coat is not less than 150 μm.

Specifically, vertical keel 6 uses the second channel steel, the first channel steel 61 and second using the first channel steel 61, lateral keel The specification of channel steel is 200*75mm, and the specification of angle steel is L50*4mm in angle steel skeleton, and the diameter of the reinforcing bar of reinforced mesh 13 is 5mm, the first corner brace 4 and the second corner brace 5 use zinc-plated steel angle hitch, and L160*100*14mm can be used in specification, and third corner brace 8 is adopted With zinc-plated steel angle hitch, L100*63*10mm is can be used in specification.It is to be appreciated that above-mentioned specification can be adjusted according to specific operating condition It is whole, however it is not limited to above-mentioned specification.

In a wherein embodiment, the spacing of the two neighboring vertical keel 6 of main joist layer 11 is not more than 2000mm.

In a wherein embodiment, angle steel can be increased positioned at the corner at cantilever outside gabion net cage 14 to play and add Gu effect.

The construction method of the gabion decorative wall of the present embodiment, it is easy to operate, substantially increase construction efficiency, pass through main joist The combination of layer 11, gabion skeleton 12 and gabion net cage 14, substantially increases the structural strength of decorative wall, has preferable load-bearing effect Fruit, while stone walling effect is presented in filling building stones in gabion net cage 14, not only increases the intensity of decorative wall, also greatly improves dress The Natural decoration effect of wall is adornd, building stones materials are convenient, are conducive to environmental protection and saving；Improve the heat preservation and water-impervious effect of decorative wall entirety Fruit.

Embodiment described above is only to absolutely prove preferred embodiment that is of the invention and being lifted, protection model of the invention It encloses without being limited thereto.Those skilled in the art's made equivalent substitute or transformation on the basis of the present invention, in the present invention Protection scope within.Protection scope of the present invention is subject to claims.