CN207812733U - A kind of steel and concrete structure building energy conservation wall - Google Patents

A kind of steel and concrete structure building energy conservation wall Download PDF

Info

Publication number
CN207812733U
CN207812733U CN201820023234.1U CN201820023234U CN207812733U CN 207812733 U CN207812733 U CN 207812733U CN 201820023234 U CN201820023234 U CN 201820023234U CN 207812733 U CN207812733 U CN 207812733U
Authority
CN
China
Prior art keywords
steel
concrete structure
wall
main body
loss
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201820023234.1U
Other languages
Chinese (zh)
Inventor
许俊锋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Zhongzhi Architectural Engineering Design Co Ltd
Original Assignee
Guangdong Zhongzhi Architectural Engineering Design Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangdong Zhongzhi Architectural Engineering Design Co Ltd filed Critical Guangdong Zhongzhi Architectural Engineering Design Co Ltd
Priority to CN201820023234.1U priority Critical patent/CN207812733U/en
Application granted granted Critical
Publication of CN207812733U publication Critical patent/CN207812733U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of steel and concrete structure building energy conservation walls,Including steel and concrete structure main body,The intermediate position of steel and concrete structure main body is fixedly connected with wall,It is embedded with limit hole at the top of steel and concrete structure main body,The right end of steel and concrete structure main body is fixedly connected with connecting pole,The bottom end of steel and concrete structure main body is fixedly connected with splicing column,It is embedded with implant holes immediately ahead of steel and concrete structure main body,Gasket is closely fitted at the top of wall,The hollow out position of wall is embedded with loss of weight chamber,It is provided with loss of weight chamber,The shape of loss of weight chamber is a rectangular cavities,Loss of weight chamber can reduce the dead weight of wall,It avoids because wall dead weight is overweight,To damage ground beam by pressure,When wall is spliced,Loss of weight chamber can reduce the pressure that bottom wall is born,It avoids wall and is damaged because of being pressurized overweight,Effectively raise the service life of steel and concrete structure main body,Use suitable for wall for building,There is extensive prospect of the application in future.

Description

A kind of steel and concrete structure building energy conservation wall
Technical field
The utility model is related to wall technology field for building, specially a kind of steel and concrete structure building energy conservation wall.
Background technology
Steel and concrete structure house is to mostly use peripheral steel framework using mixture made of the materials such as reinforcing bar, cement, rubble, water Frame-core wall structure that frame or steel reinforced concrete, concrete-filled steel tubular frame and Reinforced Concrete Core Walls Structure are formed, and The tube-in-tube structure being made of with Reinforced Concrete Core Walls Structure peripheral steel framework cylinder or steel reinforced concrete, concrete filled steel tube frame cylinder, The house of this structure has many advantages, such as, such as the feature that anti-seismic performance is good, overall structure is good, durable.Existing steel reinforced concrete Structure is mainly by two kinds of forms:One is monolithic reinforced-concrete structures, i.e., set up template at the construction field (site), configuration reinforcement, Disturbing concrete and build up;Another kind is precast reinforced concrete structure, in the ready-made reinforcing bar of factory or construction site Concrete component, it is assembled at the scene.
Existing wall for building, monolithic construction are generally required to occupy larger construction space in construction, be constructed Journey is complex and time-consuming and laborious, and existing fabricated construction is not perfect due to technology, is used in practical operation use If making house wall, wall body structure is also more single.
So how to design a kind of steel and concrete structure building energy conservation wall, becoming us will currently solve the problems, such as.
Utility model content
The purpose of this utility model is to provide a kind of steel and concrete structure building energy conservation walls, to solve in above-mentioned background technology The more single problem of the structure of proposition.
To achieve the above object, the utility model provides the following technical solutions:A kind of steel and concrete structure building energy conservation wall, packet Steel and concrete structure main body is included, the intermediate position of the steel and concrete structure main body is fixedly connected with wall, the top of the steel and concrete structure main body Portion is embedded with limit hole, and the right end of the steel and concrete structure main body is fixedly connected with connecting pole, the bottom end of the steel and concrete structure main body It is fixedly connected with splicing column, implant holes is embedded with immediately ahead of the steel and concrete structure main body, is fitted closely at the top of the wall There are gasket, the hollow out position of the wall to be embedded with loss of weight chamber, reinforcing bar, the steel are fixedly connected on the right side of the loss of weight chamber The periphery of muscle is nested with concrete, and the upper and lower ends of the loss of weight chamber are fixedly connected with holder, and the left side of the loss of weight chamber is fixed It is connected with mesh sheet, non-woven fabrics is closely fitted on the left of the mesh sheet, the left end of the non-woven fabrics is fixedly connected with anticracking grout Layer.
Further, there are three the connecting pole is total to, the perpendicular word order of connecting pole.
Further, there are three the limit hole is total to, limit hole is in horizontal word order.
Further, the shape of the loss of weight chamber is a rectangular cavities.
Further, the shape of the anticracking grout layer is one lamellar.
Further, the holder shares two, and the main composition material of holder is the alloy material of steel and iron.
Compared with prior art, the utility model has the beneficial effects that:This kind of steel and concrete structure building energy conservation wall, is provided with Connecting pole, connecting pole altogether there are three, the perpendicular word order of connecting pole, by connecting pole be inserted into wall on the left of connecting hole in, from And reaching the width for adjusting wall, connecting pole can make the connection between wall and wall more secured, effectively raise steel The globality of mixed main structure body, is provided with limit hole, limit hole altogether there are three, limit hole is in horizontal word order, when will be to wall When the height of body is adjusted, splicing column is inserted into limit hole, limit hole can limit the insertion depth of splicing column, to adjust The globality of whole steel and concrete structure main body, and splicing column can be fixed in limit hole, and then reach the steady of reinforcing wall It is qualitative, it avoids wall from shaking, so that wall is damaged or is fallen off, effectively raise the stability of steel and concrete structure main body, be provided with and subtract Weight chamber, the shape of loss of weight chamber is a rectangular cavities, and loss of weight chamber can reduce the dead weight of wall, is avoided because wall was conducted oneself with dignity Weight, to damage ground beam by pressure, when wall is spliced, loss of weight chamber can reduce the pressure that bottom wall is born, and avoid wall It is damaged because of being pressurized overweight, effectively raises the service life of steel and concrete structure main body, be provided with holder, holder shares two Root, the main composition material of holder are the alloy materials of steel and iron, and holder can be attached mesh sheet, limit the thickness of wall Degree forms wall to casting concrete, and holder can also increase the load-bearing capacity of wall.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model;
Fig. 2 is the spraying device structural schematic diagram of the utility model.
In figure:1, steel and concrete structure main body, 2, connecting pole, 3, splicing column, 4, limit hole, 5, implant holes, 6, wall, 601, steel Muscle, 602, concrete, 603, mesh sheet, 604, non-woven fabrics, 605, anticracking grout layer, 606, gasket, 607, loss of weight chamber, 608, branch Frame.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work The every other embodiment obtained, shall fall within the protection scope of the present invention.
It please refers to Fig.1 to 2, the utility model provides a kind of technical solution:A kind of steel and concrete structure building energy conservation wall, including The intermediate position of steel and concrete structure main body 1, steel and concrete structure main body 1 is fixedly connected with wall 6, the top insertion of steel and concrete structure main body 1 Have a limit hole 4, limit hole 4 altogether there are three, limit hole 4 is in horizontal word order, when the height of wall 6 to be adjusted, Splicing column 3 is inserted into limit hole 4, limit hole 4 can limit the insertion depth of splicing column 3, so as to adjust entire steel and concrete structure The globality of main body 1, and splicing column 3 can be fixed in limit hole 4, and then reach the stability of reinforcing wall 6, avoid wall Body 6 shakes, and so that wall 6 is damaged or is fallen off, effectively raises the stability of steel and concrete structure main body 1, the right side of steel and concrete structure main body 1 End is fixedly connected with connecting pole 2, connecting pole 2 altogether there are three, connecting pole 2 is inserted into wall 6 by 2 perpendicular word order of connecting pole In the connecting hole in left side, to reach the width for adjusting wall 6, connecting pole 2 can make the connection between wall 6 and wall 6 more Add securely, effectively raises the globality of steel and concrete structure main body 1, the bottom end of steel and concrete structure main body 1 is fixedly connected with splicing column 3, the front of steel and concrete structure main body 1 is embedded with implant holes 5, and the top of wall 6 is closely fitted with gasket 606, and wall 6 is engraved Empty position is embedded with loss of weight chamber 607, and the shape of loss of weight chamber 607 is a rectangular cavities, and loss of weight chamber 607 can reduce wall 6 Dead weight avoids conducting oneself with dignity because of wall 6 overweight, and to damage ground beam by pressure, when wall 6 is spliced, loss of weight chamber 607 can reduce bottom The pressure that layer wall 6 is born avoids wall 6 and is damaged because of being pressurized overweight, effectively raises making for steel and concrete structure main body 1 It is fixedly connected with reinforcing bar 601 with the right side in service life, loss of weight chamber 607, the periphery of reinforcing bar 601 is nested with concrete 602, loss of weight chamber 607 upper and lower ends are fixedly connected with holder 608, and holder 608 shares two, and the main composition material of holder 608 is steel and iron Alloy material, holder 608 can be attached mesh sheet 603, limit the thickness of wall 6, to casting concrete, form wall Body 6, holder 608 can also increase the load-bearing capacity of wall 6, and the left side of loss of weight chamber 607 is fixedly connected with mesh sheet 603, mesh sheet 603 Left side be closely fitted with non-woven fabrics 604, the left end of non-woven fabrics 604 is fixedly connected with anticracking grout layer 605.
Operation principle:First, holder 608 can be attached mesh sheet 603, the thickness of wall 6 is limited, to pour Concrete, forms wall 6, and holder 608 can also increase the load-bearing capacity of wall 6, then be placed on steel and concrete structure main body 1 flat Steady road surface is spliced, and is then inserted into connecting pole 2 in the connecting hole in 6 left side of wall, to reach the width for adjusting wall 6, Connecting pole 2 can make the connection between wall 6 and wall 6 more secured, effectively raise the entirety of steel and concrete structure main body 1 Property, and then when the height of wall 6 to be adjusted, splicing column 3 is inserted into limit hole 4, limit hole 4 can limit spelling The insertion depth for connecing column 3, so as to adjust the globality of entire steel and concrete structure main body 1, and limit hole 4 can carry out splicing column 3 It is fixed, and then reach the stability of reinforcing wall 6, it avoids wall 6 from shaking, so that wall 6 is damaged or is fallen off, effectively raise steel The stability of mixed main structure body 1, last loss of weight chamber 607 can reduce the dead weight of wall 6, avoid conducting oneself with dignity because of wall 6 overweight, from And damage ground beam by pressure, when wall 6 is spliced, loss of weight chamber 607 can reduce the pressure that bottom wall 6 is born, and avoid wall 6 It is damaged because of being pressurized overweight, effectively raises the service life of steel and concrete structure main body 1, here it is this kind of steel and concrete structures to build The operation principle of energy-saving wall.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art, It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.

Claims (6)

1. a kind of steel and concrete structure building energy conservation wall, including steel and concrete structure main body (1), it is characterised in that:The steel and concrete structure master The intermediate position of body (1) is fixedly connected with wall (6), and limit hole (4), institute are embedded at the top of the steel and concrete structure main body (1) The right end for stating steel and concrete structure main body (1) is fixedly connected with connecting pole (2), and the bottom end of the steel and concrete structure main body (1) is fixedly connected There is splicing column (3), implant holes (5) is embedded with immediately ahead of the steel and concrete structure main body (1), the top of the wall (6) is close It is fitted with gasket (606), the hollow out position of the wall (6) is embedded with loss of weight chamber (607), the right side of the loss of weight chamber (607) Side is fixedly connected with reinforcing bar (601), and the periphery of the reinforcing bar (601) is nested with concrete (602), the loss of weight chamber (607) Upper and lower ends are fixedly connected with holder (608), and mesh sheet (603), the mesh sheet are fixedly connected on the left of the loss of weight chamber (607) (603) non-woven fabrics (604) is closely fitted on the left of, the left end of the non-woven fabrics (604) is fixedly connected with anticracking grout layer (605)。
2. a kind of steel and concrete structure building energy conservation wall according to claim 1, it is characterised in that:The connecting pole (2) is altogether There are three, connecting pole (2) perpendicular word order.
3. a kind of steel and concrete structure building energy conservation wall according to claim 1, it is characterised in that:The limit hole (4) is altogether There are three, limit hole (4) is in horizontal word order.
4. a kind of steel and concrete structure building energy conservation wall according to claim 1, it is characterised in that:The loss of weight chamber (607) Shape be a rectangular cavities.
5. a kind of steel and concrete structure building energy conservation wall according to claim 1, it is characterised in that:The anticracking grout layer (605) shape is one lamellar.
6. a kind of steel and concrete structure building energy conservation wall according to claim 1, it is characterised in that:The holder (608) is altogether There are two, the main composition material of holder (608) is the alloy material of steel and iron.
CN201820023234.1U 2018-01-05 2018-01-05 A kind of steel and concrete structure building energy conservation wall Active CN207812733U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820023234.1U CN207812733U (en) 2018-01-05 2018-01-05 A kind of steel and concrete structure building energy conservation wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820023234.1U CN207812733U (en) 2018-01-05 2018-01-05 A kind of steel and concrete structure building energy conservation wall

Publications (1)

Publication Number Publication Date
CN207812733U true CN207812733U (en) 2018-09-04

Family

ID=63326316

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820023234.1U Active CN207812733U (en) 2018-01-05 2018-01-05 A kind of steel and concrete structure building energy conservation wall

Country Status (1)

Country Link
CN (1) CN207812733U (en)

Similar Documents

Publication Publication Date Title
CN203977572U (en) A kind of high-rise building that adopts cast-in-situ hollow building roof
CN206143951U (en) Connected node of rammed earth wall and blockwork
CN103981944B (en) A kind of high-rise building using cast-in-situ hollow building roof
CN201520969U (en) Prefabricated hollow diaphragm wall body
CN212742613U (en) Steel structure foundation for fixedly placing premixed mortar cylinder
CN207700527U (en) A kind of building column that steel pipe is combined with batten plate
CN203530958U (en) Thin-wall prefabricated overlapped concrete underground diaphragm wall
CN205024719U (en) Pile foundation and integrated reverse construction vertical braces system of underground continuous wall
CN207812733U (en) A kind of steel and concrete structure building energy conservation wall
CN109914667A (en) A kind of overlapping prefabricated hollow floor and preparation method thereof
CN207660094U (en) A kind of Quick assembling structure of house foundation
CN109386050A (en) A kind of multi-layer combined type house structure
CN205530324U (en) Miniature stake of thin -walled cold -formed steel
CN208121961U (en) A kind of assembling frame corner node structure
CN206722197U (en) A kind of self locking type thermal insulation type concrete hollow block
CN203065957U (en) PBL stiffened concrete structure of thin-walled steel box
CN206529881U (en) The constructing device of cushion cap and ground girder construction
CN205976695U (en) Integrated configuration of chimney and water tower
CN206034421U (en) Concrete pile
CN212052839U (en) Building pile
CN204491840U (en) A kind of being convenient to is installed and the space frame formula self-contained flat be connected
CN209369179U (en) Special-Shaped Column
CN210421117U (en) Grouting type module brick
CN216533287U (en) Ecological fish reef hollow square mould
CN215712082U (en) Ecological seepage-proofing structure of artificial landscape pool

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant