CN202117199U - Processing structure for uneven positions of rear masonry wall bodies and frame columns - Google Patents

Processing structure for uneven positions of rear masonry wall bodies and frame columns Download PDF

Info

Publication number
CN202117199U
CN202117199U CN2011202169459U CN201120216945U CN202117199U CN 202117199 U CN202117199 U CN 202117199U CN 2011202169459 U CN2011202169459 U CN 2011202169459U CN 201120216945 U CN201120216945 U CN 201120216945U CN 202117199 U CN202117199 U CN 202117199U
Authority
CN
China
Prior art keywords
frame columns
frame column
wall
building
wall bodies
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.)
Expired - Fee Related
Application number
CN2011202169459U
Other languages
Chinese (zh)
Inventor
冯云
李呈蔚
郑用正
陈捷
王楠
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.)
TIANJIN HOUSING GROUP CONSTRUCTION ENGINEERING CONTRACTION Co Ltd
Original Assignee
TIANJIN HOUSING GROUP CONSTRUCTION ENGINEERING CONTRACTION 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 TIANJIN HOUSING GROUP CONSTRUCTION ENGINEERING CONTRACTION Co Ltd filed Critical TIANJIN HOUSING GROUP CONSTRUCTION ENGINEERING CONTRACTION Co Ltd
Priority to CN2011202169459U priority Critical patent/CN202117199U/en
Application granted granted Critical
Publication of CN202117199U publication Critical patent/CN202117199U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The utility model discloses a processing structure for uneven positions of rear masonry wall bodies and frame columns, which comprises a plurality of frame columns and the rear masonry wall bodies arranged between every two adjacent frame columns. The cross section of the rear masonry wall bodies and the two adjacent frame columns in the horizontal direction is concave. Vertical faces of the frame columns at recessed positions is rough surfaces, a plurality of L-shaped steel bars are arranged at the recess positions of the frame columns, and the rough surfaces of the frame columns are poured with fine stone concrete. The processing structure for the uneven positions of the rear masonry wall bodies and the frame columns has the advantages of being low in construction cost, strong in applicability, good in integrity and rigidity and simple in structure.

Description

The not Processing Structure at concordant position of body and frame column of building a wall after a kind of
Technical field
The not Processing Structure at concordant position of body and frame column of building a wall after the utility model relates in the building operations relates in particular to the frame column cross section and begins reduced cross-sectional from certain one deck, causes the body of wall sideline to exceed a kind of processing constructing structure on frame column limit.
Background technology
In recent years, as China's rapid economic development, the frame structure of the building to Chi Chi and more.Frame construction is formed the common opposing of framework by beam and column and is suitable for horizontal loading and the vertical load that occurs in the process.Adopting the not load-bearing of house wall of structure, only play and go along with sb. to guard him and compartmentation. the major advantage of framed building: spatial from heavy and light, helps antidetonation at a distance from flexibly, saves material; Have the advantage that can cooperate architectural plane to arrange more neatly, being beneficial to arrangement need be than the building structure of large space; When adopting the cast-in-situ concrete framework, globality, the rigidity of structure are better, and can pour into beam or post the cross sectional shape of various needs.Build a wall after running into sometimes in the frame structure construction body and the not concordant situation of frame column that is to say that the frame column cross section begins reduced cross-sectional from certain one deck, cause the body of wall sideline to exceed the situation on frame column limit, do not have effective treatment measures at present.
Learn the patent of having authorized through retrieval: this utility model patent of 1 pull rod expansion screw bolt post embedding wall lacing wire structure (application number CN200820142214.2) discloses a kind of pull rod expansion screw bolt post embedding wall lacing wire structure, and it comprises pull rod expansion screw bolt, in the hollow bolt bar of described pull rod expansion screw bolt, is inserted with wall lacing wire.Adopt the utility model structure under the prerequisite of ensuring the quality of products, wall lacing wire utilizes on-the-spot steel bar processing machinery to process, only need during installation one electric drill or electric hammer, leader hammer into shape, hairbrush, gets final product open-end wrench.Simple to operate, do not receive temperature and weather effect, installation quality is reliable, inspection is convenient, can be selected to any part and direction, can not have the operation time difference with installing with building use by laying bricks or stones simultaneously.Each pull rod expansion screw bolt post embedding wall lacing wire does not contain only 0.8 yuan of the cost of materials of lacing wire, cost.(application number: CN200810151890.0) patent of the present invention discloses a kind of construction method of pull rod expansion screw bolt post embedding wall lacing wire to 2 construction method of pull rod expansion screw bolt post embedding wall lacing wire; It may further comprise the steps: concrete structure construction is holed on concrete structure by designing requirement after accomplishing; (2) clear up described boring, in described hole, insert pull rod expansion screw bolt then, insert wall lacing wire in the countersunk head hollow bolt bar of described pull rod expansion screw bolt again and its anchored end is lifted one's head >=20mm; (3) screw the nut of described pull rod expansion screw bolt make between described wall lacing wire and the pull rod expansion screw bolt and between the hole of wall lacing wire and described concrete structure swelling be integral.Adopt the inventive method under the prerequisite of ensuring the quality of products, wall lacing wire utilizes on-the-spot steel bar processing machinery to process, only need during installation one electric drill or electric hammer, leader hammer into shape, hairbrush, one open-end wrench get final product, simple to operate.These two patents are disclosed to be pull rod expansion screw bolt post embedding wall lacing wire, the not Processing Structure at concordant position of body and frame column of building a wall after not being suitable for.
Summary of the invention
The purpose of the utility model is to overcome the deficiency of prior art, provides a kind of simple in structure, and globality, rigidity is better, cost is low, intensity is high, the not Processing Structure at concordant position of body and frame column of building a wall behind strong a kind of of applicability.
The not Processing Structure at concordant position of body and frame column of building a wall behind the utility model a kind of; It comprises a plurality of frame columns and be arranged between two adjacent frame columns after the body of building a wall; The cross section of body and adjacent two frame column along continuous straight runs of building a wall after described is a spill; The facade that described frame column is positioned at recess is a rough surface, is implanted with a plurality of L shaped reinforcing bars at the recess of described frame column, has built pea gravel concreten at the rough surface of described frame column.
Adopt the beneficial effect of the utility model structure to be: cheap, applicability strong, globality, rigidity property are better, simple in structure.
Description of drawings
Fig. 1 is the not front view of the Processing Structure at concordant position of body and frame column of building a wall behind the utility model a kind of;
Fig. 2 is the vertical view of structure shown in Figure 1.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment the utility model is done to describe in detail.
The not Processing Structure at concordant position of body and frame column of shown in accompanying drawing, building a wall behind the utility model a kind of; It comprises a plurality of frame columns 1 and be arranged between two adjacent frame columns after the body 3 of building a wall; The cross section of body and adjacent two frame column along continuous straight runs of building a wall after described is a spill; The facade that described frame column is positioned at recess is a rough surface, is implanted with a plurality of L shaped reinforcing bars 2 at the recess of described frame column, has built pea gravel concreten 4 at the rough surface of described frame column.Preferred described a plurality of L shaped reinforcing bars 2 are quincuncial arrangement, and the spacing between two adjacent L shaped reinforcing bars is 200~300mm.
The work progress of this structure is following:
With after the frame column 1 surface cutter hair at concordant position of body 3 and frame column 1 of building a wall, dig out irregular pit with chisel.On the frame column 1 of described surface cutter hair, plant L shaped reinforcing bar 2, described L shaped reinforcing bar 2 is quincuncial arrangement, spacing 200~300mm; The joint portion of the frame column 1 at described not concordant position is cleaned out, and with press water the joint portion is washed moistening, the formwork from the joint portion, horn mouth is stayed at the top, to make things convenient for concreting.The body 3 of building a wall after described is built pea gravel concreten 4 with the not concordant position of frame column 1, uses the hand hammer tapping template when building, and concrete vibrating is closely knit.Be no less than 24 hours after the concrete final set, can stripping, continue water seasoning or pad pasting maintenance 7 days.

Claims (2)

1. the not Processing Structure at concordant position of body and frame column of building a wall after a kind; It comprises a plurality of frame columns and be arranged between two adjacent frame columns after the body of building a wall; The cross section of body and adjacent two frame column along continuous straight runs of building a wall after described is a spill; It is characterized in that: the facade that described frame column is positioned at recess is a rough surface, is implanted with a plurality of L shaped reinforcing bars at the recess of described frame column, has built pea gravel concreten at the rough surface of described frame column.
2. the not Processing Structure at concordant position of body and frame column of building a wall after according to claim 1, it is characterized in that: described a plurality of L shaped reinforcing bars are quincuncial arrangement, and the spacing between two adjacent L shaped reinforcing bars is 200~300mm.
CN2011202169459U 2011-06-24 2011-06-24 Processing structure for uneven positions of rear masonry wall bodies and frame columns Expired - Fee Related CN202117199U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011202169459U CN202117199U (en) 2011-06-24 2011-06-24 Processing structure for uneven positions of rear masonry wall bodies and frame columns

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011202169459U CN202117199U (en) 2011-06-24 2011-06-24 Processing structure for uneven positions of rear masonry wall bodies and frame columns

Publications (1)

Publication Number Publication Date
CN202117199U true CN202117199U (en) 2012-01-18

Family

ID=45458273

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011202169459U Expired - Fee Related CN202117199U (en) 2011-06-24 2011-06-24 Processing structure for uneven positions of rear masonry wall bodies and frame columns

Country Status (1)

Country Link
CN (1) CN202117199U (en)

Similar Documents

Publication Publication Date Title
CN103266767B (en) Construction method for preventing and treating cracks between concrete structure and filler wall
CN104675124B (en) A kind of prefabricated Niche type construction technology of Separate Home electronic box hole to be provided
CN1210472C (en) Concrete building construction form unit and manufacturing device therefor, and concrete building constructed by using concrete building construction form
CN104631706A (en) Form-removal-free concrete column and constructing method thereof
CN204983662U (en) To drawing screw rod and steel pipe framed bent combination unilateral formwork device
CN102747735A (en) Treatment method for abnormal deformation of deep foundation pit concrete support piling
CN104912320A (en) Synchronous construction method of shear walls on the two sides of settlement joint
CN202644976U (en) Slope roof double-side formwork support structure
CN105484421A (en) Ring beam formwork bricks and building secondary structure filler wall ring beam construction method
CN203174992U (en) Integral ground expansion joint structure
CN105649235A (en) Construction technique for MS dense thin-wall building block filling
CN203924669U (en) A kind of precast concrete scaffold base and making mould thereof
CN202247938U (en) Wedge-shaped foundation bolt preformed hole core formwork device
CN105019593A (en) Building insulation precast block and modular reinforcement cast-in-place construction method thereof
CN202117199U (en) Processing structure for uneven positions of rear masonry wall bodies and frame columns
CN104594654A (en) Building reinforcement reconstruction scheme generation method
CN206616842U (en) Recyclable pre-embedded bolt for builder's jack
CN105781103A (en) Capital inverted-triangular formwork erecting and pouring method
CN102127965B (en) Composite precast stressed template
CN205329714U (en) Compound retaining wall structure of highway precast concrete piece
CN108331205A (en) High ductility assembled filling wall and construction method
CN204112858U (en) The prefabricated enclosure wall of a kind of prestressed concrete
JPH0611980B2 (en) Construction method of revetment using natural stone
CN106760509A (en) A kind of T-shaped constructional column horse tooth trough does not damage the mold method of wall
CN208534032U (en) A kind of formwork reinforcement system

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120118

Termination date: 20150624

EXPY Termination of patent right or utility model