CN204753891U - Concrete block brickwork wall piece level is to connecting device - Google Patents
Concrete block brickwork wall piece level is to connecting device Download PDFInfo
- Publication number
- CN204753891U CN204753891U CN201520555007.XU CN201520555007U CN204753891U CN 204753891 U CN204753891 U CN 204753891U CN 201520555007 U CN201520555007 U CN 201520555007U CN 204753891 U CN204753891 U CN 204753891U
- Authority
- CN
- China
- Prior art keywords
- wall
- constructional column
- many
- overlap joint
- wall sheet
- 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
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model provides a concrete block brickwork wall piece level is to connecting device, relates to the prefabricated construction field. The utility model discloses a solve prefabricated construction's in -process, owing to need the piecemeal hoist and mount, have the problem of connecting the difficulty between the wall piece level in the equipment. A concrete block brickwork wall piece level is to connecting device includes the flat overlap joint reinforcing bar in constructional column muscle, two wall piece subassemblies and many genshui, the flat overlap joint reinforcing bar in the many genshui of along the length direction level setting in proper order of constructional column muscle, the one end cartridge of the flat overlap joint reinforcing bar in every genshui is one in the wall piece subassembly, the other end cartridge of the flat overlap joint reinforcing bar in every genshui is at another in the wall piece subassembly, be provided with the clearance between two wall piece subassemblies, the vertical setting of constructional column muscle is in the clearance, and the concrete has been pour to the lower extreme anchor of constructional column muscle in the clearance in wall body infrastructure. The utility model is used for concrete block brickwork wall piece level to the connection.
Description
Technical field
The utility model relates to a kind of linkage, is specifically related to a kind of concrete intensity measuring wall sheet level to linkage.
Background technology
In prefabricated construction, by wall sheet in level to the device coupled together.When the lifting wall sheet of prefabricated construction, because the lifting capacity of lifting appliance limits, need wall sheet to be divided into some parts along axis, lift respectively.Originally continuous print body of wall, is divided into some wall sheets, according to force request, needs each wall sheet to be still connected work.The subject matter that wall sheet occurs in the process connected: due to the lifting of needs piecemeal, there is difficulty connected horizontally between each wall sheet in assembling, this connection had both needed the connection of reinforcing bar, also needed the concrete between wall sheet to connect.
Utility model content
The utility model is solve in the process of prefabricated construction, due to the lifting of needs piecemeal, there is the problem connecting difficulty between wall sheet level, and then propose a kind of concrete intensity measuring wall sheet level to linkage in assembling.
The utility model is the technical scheme taked that solves the problem: a kind of concrete intensity measuring wall sheet level comprises constructional column muscle to linkage, two wall chip modules and Duo Gen level overlap joint reinforcing bar, many levels overlap joint reinforcing bar is horizontally disposed with successively along the length direction of constructional column muscle, one end of every root level overlap joint reinforcing bar is inserted in a described wall chip module, the other end of every root level overlap joint reinforcing bar is inserted in wall chip module described in another, gap is provided with between two wall chip modules, constructional column muscle is vertically arranged in gap, and the anchoring lower ends of constructional column muscle is in body of wall substructure, concrete has been built in gap.
The beneficial effects of the utility model are: what the utility model adopted is to strengthen the connection effect of wall chip module in junction, the gap of horse tooth form, spirality or in-line can be adopted when masonry wall sheet, in gap after fluid concrete, form a kind of effect of similar occlusion, strengthen the effect connected.In addition, by arranging constructional column muscle in gap, strengthen the connection effect between two wall chip modules by constructional column muscle.
In prefabricated construction process, site operation is reliably easy, there is not the situation of concrete secondary cast.The bonding strength between wall sheet strengthened by employing level overlap joint reinforcing bar, and bonding strength is all enough good in machine and transverse direction to make whole linkage.
Accompanying drawing explanation
Fig. 1 is the structural representation in horse tooth form gap of the present utility model, and Fig. 2 is the structural representation of spiral gap of the present utility model, and Fig. 3 is the structural representation in in-line gap of the present utility model.
Detailed description of the invention
Detailed description of the invention one: composition graphs 1, Fig. 2 and Fig. 3 illustrates present embodiment, described in present embodiment, a kind of concrete intensity measuring wall sheet level comprises constructional column muscle 1 to linkage, two wall chip modules 2 and Duo Gen level overlap joint reinforcing bar 3, many levels overlap joint reinforcing bar 3 is horizontally disposed with successively along the length direction of constructional column muscle 1, one end of every root level overlap joint reinforcing bar 3 is inserted in a described wall chip module 2, the other end of every root level overlap joint reinforcing bar 3 is inserted in wall chip module 2 described in another, gap 2-1 is provided with between two wall chip modules 2, constructional column muscle 1 is vertically arranged in the 2-1 of gap, and the anchoring lower ends of constructional column muscle 1 is in body of wall substructure, concrete has been built in the 2-1 of gap.
In present embodiment, level overlap joint muscle 3 plays the effect of cross binding between two wall chip modules 2, and constructional column muscle 1 plays the effect of longitudinal bracing between two wall chip modules 2.
Detailed description of the invention two: composition graphs 1, Fig. 2 and Fig. 3 illustrate present embodiment, gap 2-1 described in present embodiment is that horse tooth form, spirality or in-line are arranged.Setting like this, the gap 2-1 of horse tooth form makes to be connected between two wall chip modules 2, dependable performance, easy construction; Spiral gap 2-1 makes whole linkage change evenly, and power transmission is reasonable; The gap 2-1 of in-line, simple structure, the wall sheet after division is complete.Other compositions are identical with detailed description of the invention one with annexation.
Detailed description of the invention three: composition graphs illustrates present embodiment, constructional column muscle 1 described in present embodiment comprises two first vertical muscle 4 and Duo Gen first horizontal bar 5, two first vertical muscle 4 be arranged in parallel in the horizontal direction, and many first horizontal bars 5 are uniform to be arranged between two first vertical muscle 4.Setting like this, form an independently braced structures between many first horizontal bars 5 and two first vertical muscle 4, support strength is high.Other compositions are identical with detailed description of the invention two with annexation.
Detailed description of the invention four: composition graphs illustrates present embodiment, each wall chip module 2 described in present embodiment comprises multiple wall sheet 6, many second vertical muscle 7 and Duo Gen second horizontal bar 8, multiple wall sheet 6 is arranged in order along level and vertical direction, and many second vertical muscle 7 and Duo Gen second horizontal bar 8 are inserted in multiple wall sheet 6.Second horizontal bar 8 passes the position of wall sheet and constructional column muscle 1 staggers, in order to avoid impact overlap joint effect.Other compositions are identical with detailed description of the invention one with annexation.
Detailed description of the invention five: composition graphs illustrates present embodiment, the Breadth Maximum of horse tooth form described in present embodiment or spiral gap 2-1 is 400mm, minimum widith is 200mm, and the width of the gap 2-1 of in-line is that 200mm is so arranged, corresponding with building block modulus.Other compositions are identical with detailed description of the invention two with annexation.
Operating principle
One, horse tooth form gap 2-1 is adopted, this kind of situation after-pouring width amounts to 400mm, structure as shown in Figure 1, the wide 400mm of end skin, second skin 200mm, the upwards multiple above-mentioned rule of every tare weight, after-pouring concrete is engaged with existing wall sheet is staggered, be easy to both guarantees unanimously work, many levels overlap joint reinforcing bars 3 adopt the mode of superposition to realize connecting.
Way during construction: vertical reinforcement cage is set at flooring; Lift a side wall sheet, in place, correct, fixing; At wall sheet, corresponding notch place inserts connection horizontal reinforcement, and gos deep into a part in wall more, to ensure its not outstanding vertical reinforcement cage, in order to avoid affect another side wall sheet to enter position; Lift another side wall sheet, in place, correct, fixing; The horizontal reinforcement extraction part inserted in side wall sheet is inserted in rear lifting wall sheet, and approval location, meet the bar splicing requirement of wall sheet; Formwork supporting plate concreting.
Two, adopt spiral gap 2-1, this kind of situation after-pouring width amounts to 400mm, and structure as shown in Figure 2.The wide 300mm of end skin, the second skin 300mm, but to stagger 100mm with end skin, the later upwards multiple above-mentioned rule of every tare weight, after-pouring concrete is engaged with existing wall sheet is staggered, is easy to both guarantees and unanimously works.Constructional column muscle 1 is arranged on junction, and many level overlap joint reinforcing bars 3 adopt the mode of superposition to realize connecting.Construction method is identical with horse tooth form.
Three, adopt in-line gap 2-1, this kind of situation after-pouring width amounts to 400mm, and structure as shown in Figure 3.Construction method is identical with horse tooth form.
Claims (5)
1. a concrete intensity measuring wall sheet level is to linkage, it is characterized in that: a kind of concrete intensity measuring wall sheet level comprises constructional column muscle (1) to linkage, two wall chip modules (2) and many levels overlap joint reinforcing bar (3), many levels overlap joint reinforcing bar (3) are horizontally disposed with successively along the length direction of constructional column muscle (1), one end of every root level overlap joint reinforcing bar (3) is inserted in a described wall chip module (2), the other end of every root level overlap joint reinforcing bar (3) is inserted in wall chip module (2) described in another, gap (2-1) is provided with between two wall chip modules (2), constructional column muscle (1) is vertically arranged in gap (2-1), and the anchoring lower ends of constructional column muscle (1) is in body of wall substructure, concrete has been built in gap (2-1).
2. a kind of concrete intensity measuring wall sheet level according to claim 1 is to linkage, it is characterized in that: gap (2-1) in horse tooth form, spirality or in-line arrange.
3. a kind of concrete intensity measuring wall sheet level according to claim 2 is to linkage, it is characterized in that: constructional column muscle (1) comprises two first vertical muscle (4) and many first horizontal bars (5), two first vertical muscle (4) be arranged in parallel in the horizontal direction, and many first horizontal bars (5) are uniform to be arranged between two first vertical muscle (4).
4. a kind of concrete intensity measuring wall sheet level according to claim 1 is to linkage, it is characterized in that: each wall chip module (2) comprises multiple wall sheet (6), many second vertical muscle (7) and many second horizontal bars (8), multiple wall sheet (6) is arranged in order along level and vertical direction, and many second vertical muscle (7) and many second horizontal bars (8) are inserted in multiple wall sheet (6).
5. a kind of concrete intensity measuring wall sheet level according to claim 2 is to linkage, it is characterized in that: the Breadth Maximum of horse tooth form or spiral gap (2-1) is 400mm, minimum widith is 200mm, and the width in the gap (2-1) of in-line is 200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520555007.XU CN204753891U (en) | 2015-07-28 | 2015-07-28 | Concrete block brickwork wall piece level is to connecting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520555007.XU CN204753891U (en) | 2015-07-28 | 2015-07-28 | Concrete block brickwork wall piece level is to connecting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204753891U true CN204753891U (en) | 2015-11-11 |
Family
ID=54468614
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520555007.XU Active CN204753891U (en) | 2015-07-28 | 2015-07-28 | Concrete block brickwork wall piece level is to connecting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204753891U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700447A (en) * | 2019-10-24 | 2020-01-17 | 哈尔滨工业大学 | Flexible connection structure of building block infilled wall and concrete frame structure and construction method thereof |
| CN113502939A (en) * | 2021-07-21 | 2021-10-15 | 浙江宏超建设集团有限公司 | Assembled wall structure and construction method thereof |
| CN115233995A (en) * | 2022-07-20 | 2022-10-25 | 中南建筑设计院股份有限公司 | Construction method of short-limb masonry wall |
-
2015
- 2015-07-28 CN CN201520555007.XU patent/CN204753891U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700447A (en) * | 2019-10-24 | 2020-01-17 | 哈尔滨工业大学 | Flexible connection structure of building block infilled wall and concrete frame structure and construction method thereof |
| CN113502939A (en) * | 2021-07-21 | 2021-10-15 | 浙江宏超建设集团有限公司 | Assembled wall structure and construction method thereof |
| CN115233995A (en) * | 2022-07-20 | 2022-10-25 | 中南建筑设计院股份有限公司 | Construction method of short-limb masonry wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107060275B (en) | Modular elevator shaft construction process | |
| CN204225273U (en) | A kind of large-span prestressed groove type plate of upper bands bending steel muscle and frame construction | |
| CN105442727A (en) | Compound type connection shear wall structure and assembling method thereof | |
| CN205242683U (en) | Shear wall structure is connected to combined type | |
| CN104947831A (en) | Prefabricated assembly type profile steel concrete shear wall and construction method thereof | |
| CN204753891U (en) | Concrete block brickwork wall piece level is to connecting device | |
| CN101839029B (en) | Method for opening holes on self-balancing load bearing wall | |
| CN102619331B (en) | Once molding construction method of beam-type conversion layer of high-rise building by steel pipe supporting and laminated pouring | |
| CN109779114B (en) | Integral superimposed sheet combination beam | |
| CN103726586A (en) | H-shaped steel and steel plate framework assembly shear wall with interfaces with grooves and manufacturing method | |
| CN108517883A (en) | Opening locked steel tube pilecofferdam and its construction method | |
| CN105672568A (en) | Stratified casting construction method of super-large-section stiffened concrete transfer beam | |
| KR20120085641A (en) | Assembling structure for beam and slab and method for constructing cosstructure using it | |
| CN106088379A (en) | A kind of BRB locking detrusion nodal point connecting and installation method thereof | |
| CN205224266U (en) | Overlength super large area bottom plate post -cast strip structure | |
| CN109024685A (en) | A kind of mass concrete invert reinforcing steel support system and its construction method | |
| CN212453059U (en) | Prefabricated air conditioner board of assembled building | |
| CN214329503U (en) | Prefabricated overlength floor crack control seam structure | |
| CN104234269A (en) | Construction method for prefabricated row hole-type shear wall | |
| CN210396138U (en) | Pour and use section bar mounting structure | |
| CN209066488U (en) | A kind of mass concrete invert reinforcing steel support system | |
| CN219952388U (en) | Prefabricated floor | |
| CN106677527B (en) | Every beam one-time-concreting molding construction method in elevator | |
| CN104847111A (en) | Construction method, mounting structure and combined structure for coupling beam between shear wall limbs | |
| CN204663002U (en) | The mounting structure of coupling beam and combining structure between Shear Walls limb |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |