CN202559746U - Continuing device for upper-lower-layer shear wall during pouring - Google Patents
Continuing device for upper-lower-layer shear wall during pouring Download PDFInfo
- Publication number
- CN202559746U CN202559746U CN2012201766921U CN201220176692U CN202559746U CN 202559746 U CN202559746 U CN 202559746U CN 2012201766921 U CN2012201766921 U CN 2012201766921U CN 201220176692 U CN201220176692 U CN 201220176692U CN 202559746 U CN202559746 U CN 202559746U
- Authority
- CN
- China
- Prior art keywords
- channel
- section steel
- section
- channel steel
- hypomere
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 77
- 239000010959 steel Substances 0.000 claims abstract description 77
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 15
- 238000003466 welding Methods 0.000 abstract description 3
- 230000001737 promoting effect Effects 0.000 abstract 1
- 230000007547 defect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
Images
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model discloses a continuing device for an upper-lower-layer shear wall during pouring. The continuing device is formed by welding an upper-section of channel steel, a middle section of channel steel and a lower section of channel steel. The upper-section of channel steel is arranged vertically, and a channel port faces the left. The middle section of channel steel is arranged horizontally, and a channel port faces downwards. The lower-section of channel steel is arranged vertically, and a channel port faces the right. The left end of the middle-section of channel steel is welded with the upper section of channel steel to form an L shape, the upper end of the lower-section of channel steel is welded with the right end of the middle-section of channel steel, and a drill hole is arranged in the middle of the lower-section of channel steel and used for a split bolt to penetrate through to be fixed. The continuing device can effectively solve the problems of slab staggering of the upper-lower-layer shear wall, deviation of verticality, mold deflection, mold expanding, deviation of evenness and the like, is simple and light and recyclable, and has positive promoting effects on construction efficiency, civilized construction, construction safety, construction quality and the like.
Description
Technical field
The construction equipment that the utility model relates to the levels shear wall when building.
Background technology
In structure construction procedure, it is common common quality defect that outer surface of wall verticality, planeness deviation exceed standard, especially at the position of levels exterior wall and floor handing-over; In addition, at the hoistway place, that the shear wall formwork difficulty of construction is installed at the exterior wall place is big, and there is bigger potential safety hazard.
How levels shear wall junction template carries out fasteningly with clamping in the building operations, and manually-operated is wasted time and energy, and there is bigger potential safety hazard in many places such as personnel, material in the exterior wall edge in operating process.The most serious problem is, even the lot of manpower and material resources of cost also may not necessarily be installed intactly with connecing batch template, degree of gravity vertical forwall surface, planeness deviation common quality defect such as exceed standard is very common,
The utility model content
The utility model technical problem to be solved just provides a kind of levels shear wall when building connects a batch device, prevents that the junction from faulting of slab ends phenomenon largely taking place, and improves construction quality and efficiency of construction, guarantees construction safety simultaneously preferably.
For solving the problems of the technologies described above; The utility model adopts following technical scheme: connect a batch device when a kind of levels shear wall is built, it is characterized in that: by the epimere channel-section steel, interlude channel-section steel and hypomere channel-section steel are welded; Wherein vertical setting of epimere channel-section steel and notch are left; The interlude channel-section steel be horizontally disposed with and notch downward, the hypomere channel-section steel vertically be provided with and notch to the right, interlude channel-section steel left end is L shaped with epimere channel-section steel welding formation; Hypomere channel-section steel upper end is welded in interlude channel-section steel right-hand member, and hypomere channel-section steel middle part is provided with a boring confession split bolt and passes and fix.
As preferably, said epimere channel-section steel, interlude channel-section steel and hypomere channel-section steel all adopt the 10# channel-section steel, and the equal in length of said epimere channel-section steel and hypomere channel-section steel and length are all greater than 2500mm, and the length of said interlude channel-section steel is 100mm.
As preferably, said boring is located at the hypomere channel-section steel from weld seam 100mm place, upper end, and the diameter of said boring is no more than screw diameter 4mm.
As preferably, said epimere channel-section steel, interlude channel-section steel and hypomere channel-section steel adopt butt weld to weld together.
The utility model can solve levels shear wall faulting of slab ends, perpendicularity deviation, race mould effectively, some row problems such as mould, planeness deviation expand; And it is simple and easy light and handy; Can reuse, can play positive impetus efficiency of construction, civilized construction, construction safety, construction quality etc.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is further described:
Fig. 1 is the utility model architecture sketch map;
Fig. 2 uses sketch map for the utility model.
The specific embodiment
As depicted in figs. 1 and 2; The embodiment that connects batch device 1 when building for a kind of levels shear wall of the utility model, by epimere channel-section steel 11, interlude channel-section steel 12 and hypomere channel-section steel 13 are welded; Wherein vertical setting of epimere channel-section steel and notch are left; The interlude channel-section steel be horizontally disposed with and notch downward, the hypomere channel-section steel vertically be provided with and notch to the right, interlude channel-section steel left end is L shaped with epimere channel-section steel welding formation; Hypomere channel-section steel upper end is welded in interlude channel-section steel right-hand member, and hypomere channel-section steel middle part is provided with a boring confession split bolt 14 and passes and fix.Said epimere channel-section steel, interlude channel-section steel and hypomere channel-section steel all adopt the 10# channel-section steel, and the equal in length of said epimere channel-section steel and hypomere channel-section steel and length are all greater than 2500mm, and the length of said interlude channel-section steel is 100mm.Said boring is located at the hypomere channel-section steel from weld seam 100mm place, upper end, and the diameter of said boring is no more than screw diameter 4mm.Said epimere channel-section steel, interlude channel-section steel and hypomere channel-section steel adopt butt weld to weld together.
As shown in Figure 2; 5 constructions of lower floor's shear wall are accomplished; Upper strata shear force wall reinforcing steel bar 4 has woven completion and has been in place, and batch device 1 that connects when template 3 is built through the levels shear wall is fixed, wherein; Batch device 1 that connects when the levels shear wall is built is fixed on lower floor's shear wall through split bolt, and connecing between batch device 1 and the template 3 when the levels shear wall is built is provided with flitch 2.
Claims (4)
1. connect a batch device when levels shear wall is built; It is characterized in that: by epimere channel-section steel (11); Interlude channel-section steel (12) and hypomere channel-section steel (13) are welded, wherein the epimere channel-section steel vertically be provided with and notch left, the interlude channel-section steel be horizontally disposed with and notch downward; Vertical setting of hypomere channel-section steel and notch are to the right; It is L shaped that interlude channel-section steel left end and epimere channel-section steel weld formation, and hypomere channel-section steel upper end is welded in interlude channel-section steel right-hand member, and hypomere channel-section steel middle part is provided with a boring confession split bolt (14) and passes and fix.
2. when building, a kind of levels shear wall according to claim 1 connects a batch device; It is characterized in that: said epimere channel-section steel, interlude channel-section steel and hypomere channel-section steel all adopt the 10# channel-section steel; The equal in length of said epimere channel-section steel and hypomere channel-section steel and length are all greater than 2500mm, and the length of said interlude channel-section steel is 100mm.
3. connect a batch device when a kind of levels shear wall according to claim 2 is built, it is characterized in that: said boring is located at the hypomere channel-section steel from weld seam 100mm place, upper end, and the diameter of said boring is no more than screw diameter 4mm.
4. connect a batch device when a kind of levels shear wall according to claim 3 is built, it is characterized in that: said epimere channel-section steel, interlude channel-section steel and hypomere channel-section steel adopt butt weld to weld together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201766921U CN202559746U (en) | 2012-04-24 | 2012-04-24 | Continuing device for upper-lower-layer shear wall during pouring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201766921U CN202559746U (en) | 2012-04-24 | 2012-04-24 | Continuing device for upper-lower-layer shear wall during pouring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202559746U true CN202559746U (en) | 2012-11-28 |
Family
ID=47209413
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201766921U Expired - Fee Related CN202559746U (en) | 2012-04-24 | 2012-04-24 | Continuing device for upper-lower-layer shear wall during pouring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202559746U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102650158A (en) * | 2012-04-24 | 2012-08-29 | 中天建设集团有限公司 | Connecting device used in casting of shear walls in upper and lower layers |
| CN107905526A (en) * | 2017-09-15 | 2018-04-13 | 中国建筑第四工程局有限公司 | One kind shearing wall column connects batch constructing device and its construction method with beam slab |
-
2012
- 2012-04-24 CN CN2012201766921U patent/CN202559746U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102650158A (en) * | 2012-04-24 | 2012-08-29 | 中天建设集团有限公司 | Connecting device used in casting of shear walls in upper and lower layers |
| CN107905526A (en) * | 2017-09-15 | 2018-04-13 | 中国建筑第四工程局有限公司 | One kind shearing wall column connects batch constructing device and its construction method with beam slab |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104631706B (en) | One kind exempts from form removal concrete column and its construction method | |
| CN204040458U (en) | A kind of aluminum template system aluminium extruded sections | |
| CN107053440A (en) | A kind of precast plate girder pedestal preparation method | |
| CN203429641U (en) | Single-side supporting formwork reinforcing structure system for building construction | |
| CN202559746U (en) | Continuing device for upper-lower-layer shear wall during pouring | |
| CN102650158A (en) | Connecting device used in casting of shear walls in upper and lower layers | |
| CN202745355U (en) | Lifting type elevator shaft operating platform | |
| CN210562611U (en) | Combined connection node of steel pipe column and frame beam | |
| CN204781946U (en) | Novel post die clamper | |
| CN214461627U (en) | Connecting structure of prefabricated floor slab and steel beam | |
| CN103075001A (en) | Steel tube fastener slip form platform system | |
| CN211899268U (en) | Precast concrete column and connection structure of precast concrete column and embedded anchor plate | |
| CN105155838B (en) | A kind of quick detachable high-strength building formwork | |
| CN109386129A (en) | The reinforcement means of large-diameter concrete column-form | |
| CN203531390U (en) | Keel for fixing ring beam template of filling wall | |
| CN212129620U (en) | Steel truss floor support plate with bottom template convenient to disassemble | |
| CN211647302U (en) | Reinforced concrete ramming floor support | |
| CN203569693U (en) | Pre-buried iron part with steel ties arranged on concrete structure | |
| CN202559710U (en) | Dismountable anchoring device for overhanging type steel-steel beam | |
| CN203430027U (en) | Adjustable large steel formwork | |
| CN203487665U (en) | Steel plate precast concrete double-plate shear wall | |
| CN109610736B (en) | Die for positioning sleeve reserved steel bar and positioning method thereof | |
| CN107119708A (en) | It is a kind of to pour the cushion cap rim of a cup punching block for smashing armored concrete | |
| CN202787958U (en) | Post-construction side shear wall mode plate for tower settlement joint | |
| CN204754206U (en) | Adopt circular arc steel mould of locating pin installation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121128 Termination date: 20130424 |