CN111441513A - Cast-in-place concrete wall body combining truss reinforcing steel bars and steel plates and construction method - Google Patents
Cast-in-place concrete wall body combining truss reinforcing steel bars and steel plates and construction method Download PDFInfo
- Publication number
- CN111441513A CN111441513A CN202010358495.0A CN202010358495A CN111441513A CN 111441513 A CN111441513 A CN 111441513A CN 202010358495 A CN202010358495 A CN 202010358495A CN 111441513 A CN111441513 A CN 111441513A
- Authority
- CN
- China
- Prior art keywords
- steel
- truss
- cast
- bars
- place concrete
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 113
- 239000010959 steel Substances 0.000 title claims abstract description 113
- 239000004567 concrete Substances 0.000 title claims abstract description 44
- 229910001294 Reinforcing steel Inorganic materials 0.000 title claims abstract description 26
- 238000010276 construction Methods 0.000 title claims description 17
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 238000009434 installation Methods 0.000 claims description 10
- 230000002787 reinforcement Effects 0.000 claims description 9
- 238000011065 in-situ storage Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 3
- 230000000630 rising effect Effects 0.000 abstract 1
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
- E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
A cast-in-place concrete wall combining truss steel bars and steel plates. The existing assembly type prefabricated wall body component is heavy in weight, high in type selection of field hoisting machinery, and capable of causing rising of building cost, and the wall body component is not full in grouting in a sleeve connection mode. A cast-in-place concrete wall body combining truss reinforcing steel bars and steel plates comprises the following components: truss steel bar steel plate combination and cast-in-place concrete wall body, characterized by: the truss steel bar and steel plate combination is composed of truss steel bars (1) and steel plates (2), the truss steel bars are installed between the two steel plates and are welded and fixed with the steel plates, the truss steel bars are composed of upper chord steel bars, lower chord steel bars and web member steel bars, the outer side surfaces of the steel plates are rough surfaces (3), the cast-in-place concrete wall is composed of binding longitudinal steel bars (4), horizontal steel bars (5) and tie bars (6) in the truss steel bar and steel plate combination to form a steel bar framework, and concrete is poured in the truss steel bar and steel plate combination to form the cast-in-place concrete wall.
Description
The technical field is as follows:
the invention relates to a cast-in-place concrete wall body combining truss reinforcing steel bars and steel plates and a construction method.
Background art:
the existing assembly type prefabricated wall body component has heavy weight and high selection of field hoisting machinery, so that the building cost rises, and the quality problems of insufficient grouting and the like exist in a wall body component sleeve connection mode, so that potential safety hazards are caused; the vertical connection hole of component is more, and the reinforcing bar diameter is less, receives the construction disturbance influence design position of easily deviating, and the installation is big to the hole degree of difficulty.
The invention content is as follows:
the invention aims to provide a cast-in-place concrete wall body combining truss reinforcing steel bars and steel plates and a construction method, which solve the problems that the existing assembly type prefabricated wall body component is heavy in weight and high in on-site hoisting cost, and the wall body component has potential safety hazards of insufficient grouting and the like in a sleeve connection mode; the more installation of the vertical connection hole of component is to the problem that the hole degree of difficulty is big.
The above purpose is realized by the following technical scheme:
the utility model provides a cast in situ concrete wall body of combination truss reinforcing bar and steel sheet, its constitution includes: truss reinforcing steel bar and steel plate combination and cast-in-place concrete wall body, truss reinforcing steel bar and steel plate combination constitute by truss reinforcing steel bar and steel plate, two the steel plate between install the truss reinforcing steel bar, and truss reinforcing steel bar and steel plate welded fastening, the truss reinforcing steel bar constitute by last quarter reinforcing steel bar, last quarter reinforcing steel bar and web member reinforcing steel bar, the steel plate lateral surface be coarse surface, cast-in-place concrete wall body constitute by ligature longitudinal reinforcement, horizontal reinforcement and lacing wire in truss reinforcing steel bar and steel plate combination and form the framework of steel reinforcement, and in truss reinforcing steel bar and steel plate combination pour the concrete and form cast-in-place concrete wall body.
The cast-in-place concrete wall combining the truss reinforcing steel bars and the steel plates is characterized in that the rough surface is convex or concave, and the convex or concave is in a straight shape or a circular shape or other shapes.
The cast-in-place concrete wall body combining the truss steel bars and the steel plates is characterized in that the truss steel bar steel plates are combined into a T-shaped or L-shaped or straight-line-shaped structure.
The cast-in-place concrete wall body combining the truss reinforcing steel bars and the steel plates comprises the following steps:
after the truss steel bars are processed, the truss steel bars are arranged according to a T shape, an L shape, a straight shape or other shapes, the steel plates with rough surfaces are connected with the upper chord steel bars and the lower chord steel bars of the truss steel bars in a welding mode, the size and the flatness of the combination of the truss steel bar and the steel plates are adjusted, horizontal steel bars, longitudinal steel bars and tie bars are bound in the combination, finished products are reinforced for later use, wall lines and installation control lines are popped out from the installation working face, the finished products are hoisted to the installation working face, supports are arranged, the positions and the verticality of the finished products are adjusted, cast-in-place concrete is poured in the finished products, and the construction of the cast-in-place concrete wall body combining the truss steel bars and the steel plates is completed.
The invention has the beneficial effects that:
1. according to the invention, on the premise of not erecting a cast-in-place wall template and binding reinforcing steel bars in the wall, concrete pouring work is carried out only on the construction site, the construction processes of binding the reinforcing steel bars, erecting the formwork and pouring the concrete in the traditional building construction are changed, key line procedures are reduced, the construction period is shortened, the construction progress is accelerated, the advanced delivery and use are realized, a large amount of construction cost is saved, and the economic benefit and the social benefit of implementation projects are improved.
2. The invention replaces the prefabricated reinforced concrete wall body member, and solves the problems of high type selection of the on-site hoisting machinery and high purchase or lease cost of the hoisting machinery due to heavy weight of the prefabricated member. The problem of the vertical connection of current prefabricated component adopt the sleeve that the muffjoint brought with high costs, to hole installation difficulty and grout quality to be difficult to guarantee is solved. The problem of new and old concrete joint cracking caused by the fact that prefabricated components are prefabricated in a factory and connection nodes are poured in situ is solved.
3. The invention can realize the field installation of factory batch production, realizes the construction of an assembly mode, has neat construction field, reduces construction waste and reduces the environmental pollution caused by the traditional construction; reduce on-spot manual work, avoid litter worker phenomenon, reduce the cost of labor, realize that the concrete pours simultaneously, structural integrity is good.
Description of the drawings:
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic view of a three-dimensional structure of the truss steel bar and steel plate combination of the invention;
FIG. 3 is a schematic view of the cast-in-place shear wall longitudinal ribs, horizontal ribs and tie bar reinforcement cage of the present invention;
FIG. 4 is a schematic representation of the truss reinforcement of the present invention;
FIG. 5 is a top view of the present invention;
FIG. 6 is a side view of the present invention;
FIG. 7 is a schematic view of the model L of the present invention;
the specific implementation mode is as follows:
example 1:
the utility model provides a cast in situ concrete wall body of combination truss reinforcing bar and steel sheet, its constitution includes: truss steel bar and steel plate combination and cast-in-place concrete wall body, truss steel bar and steel plate combination constitute by truss reinforcing bar 1 and steel plate 2, two the steel plate between install the truss reinforcing bar, and truss reinforcing bar and steel plate welded fastening, the truss reinforcing bar constitute by last quarter reinforcing bar, last quarter reinforcing bar and web member reinforcing bar, steel plate lateral surface be rough surface 3, cast-in-place concrete wall body constitute by ligature longitudinal reinforcement 4, horizontal reinforcement 5 and lacing wire 6 in truss steel bar and steel plate combination and form the framework of steel reinforcement, and in truss steel bar and steel plate combination pour the concrete and form cast-in-place concrete wall body.
Example 2:
according to the cast-in-place concrete wall combining the truss reinforcing steel bars and the steel plates in the embodiment 1, the rough surface is convex or concave, and the convex or concave is in a straight shape or a circular shape or other shapes.
Example 3:
the cast-in-place concrete wall combining the truss reinforcing steel bars and the steel plates according to embodiment 1 or 2, wherein the truss reinforcing steel bar plates are combined into a T-shaped or L-shaped or I-shaped structure.
Example 4:
a cast-in-place concrete wall body combining truss steel bars and steel plates is disclosed in any one of embodiments 1-3, and the method comprises the following steps of arranging the truss steel bars according to a T shape, an L shape, a straight shape or other shapes after the truss steel bars are processed, connecting the steel plates with rough surfaces with upper chord steel bars and lower chord steel bars of the truss steel bars in a welding mode, adjusting the size and the flatness of the combination of the truss steel bars and the steel plates, binding horizontal steel bars, longitudinal steel bars and tie bars in the combination, reinforcing the finished product for later use, popping up wall lines and mounting control lines on the mounting operation surface, hoisting the finished product to the mounting operation surface, setting supports, adjusting the position and the verticality of the finished product, and pouring cast-in-place concrete in the finished product to complete the construction of the cast-in-place concrete wall body combining the truss steel bars and the steel plates.
Claims (4)
1. The utility model provides a cast in situ concrete wall body of combination truss reinforcing bar and steel sheet, its constitution includes: truss steel bar steel plate combination and cast-in-place concrete wall body, characterized by: the cast-in-place concrete wall body is formed by binding longitudinal steel bars, horizontal steel bars and tie bars in the truss steel bar and steel plate combination to form a steel bar framework, and pouring concrete in the truss steel bar and steel plate combination to form the cast-in-place concrete wall body.
2. The cast-in-place concrete wall combining the truss reinforcing steel bars and the steel plates as claimed in claim 1, wherein the rough surface is a protrusion or a depression, and the protrusion or the depression is a linear or circular structure.
3. The cast-in-place concrete wall combining the truss reinforcing steel bars and the steel plates as claimed in claim 1, wherein the truss reinforcing steel bar plates are combined into a T-shaped or L-shaped or I-shaped structure.
4. A cast-in-place concrete wall combining truss reinforcement and steel plates as claimed in any one of claims 1 to 3, wherein: the method comprises the following steps:
after the truss steel bars are processed, the truss steel bars are arranged according to a T shape, an L shape, a straight shape or other shapes, the steel plates with rough surfaces are connected with the upper chord steel bars and the lower chord steel bars of the truss steel bars in a welding mode, the size and the flatness of the combination of the truss steel bar and the steel plates are adjusted, horizontal steel bars, longitudinal steel bars and tie bars are bound in the combination, finished products are reinforced for later use, wall lines and installation control lines are popped out from the installation working face, the finished products are hoisted to the installation working face, supports are arranged, the positions and the verticality of the finished products are adjusted, cast-in-place concrete is poured in the finished products, and the construction of the cast-in-place concrete wall body combining the truss steel bars and the steel plates is completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010358495.0A CN111441513A (en) | 2020-04-29 | 2020-04-29 | Cast-in-place concrete wall body combining truss reinforcing steel bars and steel plates and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010358495.0A CN111441513A (en) | 2020-04-29 | 2020-04-29 | Cast-in-place concrete wall body combining truss reinforcing steel bars and steel plates and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111441513A true CN111441513A (en) | 2020-07-24 |
Family
ID=71657146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010358495.0A Pending CN111441513A (en) | 2020-04-29 | 2020-04-29 | Cast-in-place concrete wall body combining truss reinforcing steel bars and steel plates and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111441513A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726879A (en) * | 2020-12-28 | 2021-04-30 | 同济大学 | Corrugated steel plate composite wall structure system and design method thereof |
| CN114482410A (en) * | 2022-02-25 | 2022-05-13 | 阿博建材（昆山）有限公司 | Method for manufacturing LP light prefabricated component body |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3180817U (en) * | 2011-10-28 | 2013-01-10 | 洪燕清 | Building structure without formwork removal |
| CN106499094A (en) * | 2016-11-02 | 2017-03-15 | 广西大学 | A kind of shear wall skeleton and preparation method thereof |
| CN107190885A (en) * | 2017-06-16 | 2017-09-22 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel faced wall with steel bar girder |
| KR101804151B1 (en) * | 2016-08-11 | 2017-12-04 | 김광섭 | Deck panel |
| CN212271326U (en) * | 2020-04-29 | 2021-01-01 | 黑龙江宇辉新型建筑材料有限公司 | Cast-in-place concrete wall body of combined truss reinforcing steel bars and steel plates |
-
2020
- 2020-04-29 CN CN202010358495.0A patent/CN111441513A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3180817U (en) * | 2011-10-28 | 2013-01-10 | 洪燕清 | Building structure without formwork removal |
| KR101804151B1 (en) * | 2016-08-11 | 2017-12-04 | 김광섭 | Deck panel |
| CN106499094A (en) * | 2016-11-02 | 2017-03-15 | 广西大学 | A kind of shear wall skeleton and preparation method thereof |
| CN107190885A (en) * | 2017-06-16 | 2017-09-22 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel faced wall with steel bar girder |
| CN212271326U (en) * | 2020-04-29 | 2021-01-01 | 黑龙江宇辉新型建筑材料有限公司 | Cast-in-place concrete wall body of combined truss reinforcing steel bars and steel plates |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726879A (en) * | 2020-12-28 | 2021-04-30 | 同济大学 | Corrugated steel plate composite wall structure system and design method thereof |
| CN114482410A (en) * | 2022-02-25 | 2022-05-13 | 阿博建材（昆山）有限公司 | Method for manufacturing LP light prefabricated component body |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107023099A (en) | Prefabricated superimposed sheet double combined overlapped shear wall and its construction method | |
| CN106703269A (en) | Prestressed concrete superimposed sheet with steel trusses and manufacturing method | |
| CN105569224A (en) | Concrete-filled steel tube edge restraint overlapping integrated shear wall and preparing and installation methods thereof | |
| CN106481023B (en) | Assembled steel-concrete composite beam structure and its implementation method | |
| CN106555453A (en) | A kind of prefabricated overlapped hollow plate of prestressing force and its construction method | |
| CN204059601U (en) | Steel bar connecting structure of prefabricated concrete member | |
| CN206352357U (en) | A kind of prestressed concrete overlapped slab with steel truss | |
| CN113216409A (en) | Connecting structure of precast concrete tubular pile column with diagonal bracing and hollow floor or flat floor | |
| CN212271326U (en) | Cast-in-place concrete wall body of combined truss reinforcing steel bars and steel plates | |
| CN108104284B (en) | Wallboard connecting structure of shear wall steel arm embedded floor slab and assembly method | |
| CN103452350B (en) | Assembling electronic workshop and construction method thereof | |
| CN111441513A (en) | Cast-in-place concrete wall body combining truss reinforcing steel bars and steel plates and construction method | |
| CN110984359A (en) | Low-rise assembled building structure | |
| CN110670770A (en) | Solid shear wall and laminated plate type edge member combined structure and construction method | |
| CN204097864U (en) | A kind of bridge prefabrication hollow pier stud delay-pour joint structure | |
| CN111749364B (en) | Assembled composite wall based on C-shaped steel and construction method thereof | |
| CN108951982A (en) | Assembly concrete superposed floor plate and its construction method based on cement fibrolite plate composite reinforcing steel bar skeleton | |
| CN109267585A (en) | Assembled prismoid shaped basis and rod structure and assembly method | |
| CN212427671U (en) | Cast-in-place wall body of detachable combined truss reinforcing steel bar and steel plate | |
| CN207244961U (en) | A kind of Prefabricated stacking floor with side flanging for being used to drop plate region | |
| CN203603542U (en) | Fabricated electronic workshop | |
| CN113279423B (en) | Prefabricated column pier and post-cast strip foundation beam assembly integral construction method | |
| CN210288825U (en) | Assembled and cast-in-situ combined beam plate structure | |
| CN210917941U (en) | Prefabricated superimposed sheet type edge member | |
| CN112064824A (en) | Combined-connection prefabricated shear wall system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |