CN110107082A - Pour Fast Installation, the disassembly typified form of subsiding crack shear wall - Google Patents
Pour Fast Installation, the disassembly typified form of subsiding crack shear wall Download PDFInfo
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- CN110107082A CN110107082A CN201910408799.0A CN201910408799A CN110107082A CN 110107082 A CN110107082 A CN 110107082A CN 201910408799 A CN201910408799 A CN 201910408799A CN 110107082 A CN110107082 A CN 110107082A
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- China
- Prior art keywords
- screw hole
- steel
- screw
- shear wall
- steel frame
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- 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.)
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Classifications
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- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/18—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring for double walls
Abstract
The present invention is a kind of Fast Installation for pouring subsiding crack shear wall, dismantle typified form, belong to the template of casting concrete shear wall, it is characterized in that it further includes steel frame that the quick peace, which tears typified form open, master module, reinforce steel plate, screw hole I, screw hole II, screw hole III, tapping screw and hanging ring, the steel frame is grid steel construction piece, arow in a row opens up screw hole I on steel frame, master module is installed in the front surface of steel frame, arow in a row opens up screw hole II on master module, steel plate is reinforced in fixed setting in the rear surface of steel frame, screw hole III is opened up in rows on each reinforcement steel plate, make each screw hole I, screw hole II, the position of screw hole III and the position of each Screw arbor with nut at both-ends are corresponding to the same, make each screw hole I, screw hole II, the diameter of screw hole III and the diameter of Screw arbor with nut at both-ends are consistent, Stiffnut is arranged in the position for being located at each screw hole III on each reinforcement steel plate, easy to use, improves construction quality and efficiency.
Description
Technical field
The invention belongs to the templates of casting concrete shear wall, more particularly, to a kind of coagulation for pouring subsiding crack two sides
The typified form of native shear wall.
Technical background
In recent years, it is constantly improve with the improvement of people ' s living standards with China infrastructure, a large amount of newly-built, enlarging works
Journey continues to bring out, and structure type and shear wall construction technique in the majority with shear wall structure, traditional such as meet allegro work
Phase, the Forming Quality that frequently can lead to the cast-in-place concrete shear wall of subsiding crack two sides is bad, and can not meet efficiently in construction
Goods and materials have enough to meet the need demand.
Summary of the invention
The purpose of the present invention is to propose to a kind of Fast Installations for pouring subsiding crack shear wall, disassembly typified form, not only
Structurally reasonable, installation is simple, easy to use, and is easily installed and removes, and facilitates the impression quality for promoting shear wall, improves
Common plank sheathing is used in turn rate, improves construction efficiency, reduces construction cost.
The object of the present invention is achieved like this: a kind of Fast Installation pouring subsiding crack shear wall, disassembly sizing
Template (referred to as quickly peace unloads typified form), including Screw arbor with nut at both-ends and stiffnut, the Screw arbor with nut at both-ends are double end circle screw rods,
According to being designed to arrange arranged in columnsly, the thread segment of the Screw arbor with nut at both-ends is corresponding with stiffnut to match the Screw arbor with nut at both-ends
Dress, it is characterized in that: this pours the Fast Installation of subsiding crack shear wall, disassembly typified form further includes steel frame, master module, adds
Strong steel plate, screw hole I, screw hole II, screw hole III, tapping screw and hanging ring, the steel frame are grid steel construction pieces,
The steel frame includes steel framework side and vertical bar plate again, and the steel framework side is in rectangle, in the inner cavity on the steel framework side certainly
It is evenly distributed with compartment of terrain to left-to-right and vertical bar plate is fixedly installed, and make position and the design of the vertical centerline of each vertical bar plate
The line of the axial centre of each Screw arbor with nut at both-ends in column is corresponding to the same, on the center line on the left and right frame side of the steel frame
Screw hole I is opened up with arow in a row on the center line of each vertical bar plate, makes the position of each screw hole I with each to drawing spiral shell
The position of bar is corresponding to the same, the steel frame for keeping the diameter of each screw hole I consistent with the diameter of Screw arbor with nut at both-ends, described
Height it is consistent with the height of the index bed of floor, the length and the length phase one of subsiding crack shear wall of the steel frame
It causes, the steel frame is made of rectangular steel pipe, which is the rectangle steel pipe of 40mm × 60mm
It is made, master module is fixedly mounted with tapping screw in the front surface of the steel frame (i.e. steel framework side and each vertical bar plate),
Arow in a row opens up screw hole II on the master module, makes the position of each screw hole II and the portion of each screw hole I
Position is corresponding to the same, keeps the diameter of each screw hole II consistent with the diameter of screw hole I, and the master module is with general
Plank sheathing be made, the master module can be with length × width x thickness for the general plank sheathing system of 1830mm × 915mm × 18mm
At uniformly horizontal reinforcement steel plate is fixedly installed in compartment of terrain from top to bottom in the rear surface of the steel frame, and described adds
The steel plate of strong steel plate strip is made, and the reinforcement steel plate available width × be made with a thickness of the steel plate of 60mm × 10mm is described
Reinforcement steel plate length it is consistent with the length of steel frame, settable four reinforce steel plate on the steel frame, and make
The position of the horizontal center line of each reinforcement steel plate and the line phase of the axial centre of rows of each Screw arbor with nut at both-ends of design
It is corresponding consistent, open up screw hole III in rows on the position of the horizontal center line of each reinforcements steel plate, make it is each described in
The position of screw hole III and the position of each screw hole I are corresponding to the same, make the diameter of each screw hole III and screw hole I
Diameter is consistent, and stiffnut is fixedly installed in the corresponding position for being located at each screw hole III respectively on each reinforcement steel plate,
Symmetrically two hanging rings in fixed setting left and right on the upper ledge side of the steel frame, which can be 20mm with diameter, length
It is made of the plain bar of 300mm.
In use, with crane, by hanging ring, by this, quickly peace unloads sizing first by the front surface brushing interleaving agent of master module
It is after template is hoisted to the job location of subsiding crack shear wall and installs in place, a thread segment of each Screw arbor with nut at both-ends is corresponding across spiral shell
Rod aperture II, screw hole I and screw hole III and spinning are in stiffnut, it is ensured that and the exposed amount of Screw arbor with nut at both-ends end section is no less than 1cm,
Then, will with this quickly peace unload that typified form matching used conventional mould installation is in place, and by conventional mould to drawing spiral shell
Rod aperture is penetrated with preceding mounted Screw arbor with nut at both-ends one-to-one correspondence, is finally successively pacified on the conventional mould far from subsiding crack side
Dress reinforces steel pipe, mountain type card and the mating installation nut on another thread segment of Screw arbor with nut at both-ends, tightens nut, to conventional mould into
Row is reinforced, and so far, this quick peace tears typified form open and just completes to install, and can enter next procedure, installation after carrying out quality inspection work
Simply, easy to use, improve conventional mould is used in turn rate, improves the quality and construction efficiency of shear wall, reduces
Construction cost.
The proposed by the invention Fast Installation for pouring subsiding crack shear wall, disassembly typified form, it is not only structurally reasonable,
Installation is simple, easy to use, and is easily installed and removes, and facilitates the impression quality for promoting shear wall, improves normal wood
Template is used in turn rate, improves construction efficiency, reduces construction cost.
It is fixed to the Fast Installation for pouring subsiding crack shear wall proposed by the invention, disassembly now in conjunction with drawings and examples
Pattern plate is further described.
Detailed description of the invention
Fig. 1 be the Fast Installation for pouring subsiding crack shear wall proposed by the invention, dismantle typified form main view show
It is intended to.
Fig. 2 be the Fast Installation for pouring subsiding crack shear wall proposed by the invention, dismantle typified form backsight show
It is intended to.
Fig. 3 is and the Fast Installation for pouring subsiding crack shear wall proposed by the invention, typified form is mating makes for disassembly
The right side view of conventional mould.
Fig. 4 is the Fast Installation for pouring subsiding crack shear wall proposed by the invention, dismantles the right depending on showing of typified form
It is intended to.
When Fig. 5 is the Fast Installation for pouring subsiding crack shear wall proposed by the invention, disassembly typified form use
Right side view.
In Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5:
1, steel frame 2, master module 3, reinforce steel plate 4, stiffnut 5-1, I 5-2 of screw hole, II 5-3 of screw hole,
Screw hole III 6, hanging ring 7, Screw arbor with nut at both-ends 8, conventional mould
Specific embodiment
It can be seen that a kind of Fast Installation for pouring subsiding crack shear wall, disassembly from Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5
Typified form (referred to as quickly peace unloads typified form), including Screw arbor with nut at both-ends 7 and stiffnut 4, the Screw arbor with nut at both-ends 7 is double end
Circle screw rod, the Screw arbor with nut at both-ends 7 thread segment of the Screw arbor with nut at both-ends 7 and reinforce spiral shell according to being designed to arrange arranged in columnsly
Mother 4 is corresponding equipped, it is characterized in that: this pours the Fast Installation of subsiding crack shear wall, disassembly typified form further includes steel framework
Frame 1, master module 2 reinforce steel plate 3, I 5-1 of screw hole, II 5-2 of screw hole, III 5-3 of screw hole, tapping screw and hanging ring 6, described
Steel frame 1 be grid steel construction piece, the steel frame 1 again include steel framework side and vertical bar plate, the steel framework side be in square
Shape, vertical bar plate is fixedly installed in uniformly distributed compartment of terrain from left to right in the inner cavity on the steel framework side, and makes each vertical bar
The position of the vertical centerline of plate and the line of the axial centre of each Screw arbor with nut at both-ends 7 in column of design are corresponding to the same, in institute
Arow in a row opens up I 5- of screw hole on the center line on the left and right frame side for the steel frame 1 stated and on the center line of each vertical bar plate
1, keep the position of each I 5-1 of screw hole and the position of each Screw arbor with nut at both-ends 7 corresponding to the same, makes each I 5- of screw hole
1 diameter is consistent with the diameter of Screw arbor with nut at both-ends 7, and the height of the steel frame 1 is consistent with the height of the index bed of floor,
The length of the steel frame 1 is consistent with the length of subsiding crack shear wall, and the steel frame 1 is made of rectangular steel pipe, should
1 height in hand of steel frame × width is made of the rectangular bar of steel pipe of 40mm × 60mm, the steel frame 1 (i.e. steel framework side and
Each vertical bar plate) front surface on tapping screw master module 2 is fixedly mounted, arow in a row opens up on the master module 2
II 5-2 of screw hole keeps the position of each II 5-2 of screw hole and the position of each I 5-1 of screw hole corresponding to the same, makes each institute
The diameter of II 5-2 of screw hole stated is consistent with the diameter of I 5-1 of screw hole, the general plank sheathing system of master module 2
At the master module 2 can be made with length × width x thickness of the general plank sheathing of 1830mm × 915mm × 18mm, described
Steel frame 1 rear surface on be evenly distributed with the horizontal reinforcement steel plate 3 of compartment of terrain fixed setting, the reinforcement steel plate 3 from top to bottom
It is made of the steel plate of strip, 3 available width of reinforcement steel plate × be made with a thickness of the steel plate of 60mm × 10mm, the reinforcement
The length of steel plate 3 is consistent with the length of steel frame 1, and settable four reinforce steel plate 3 on the steel frame 1, and makes each
The position of the horizontal center line of the reinforcement steel plate 3 and the line phase of the axial centre of rows of each Screw arbor with nut at both-ends 7 of design
It is corresponding consistent, III 5-3 of screw hole is opened up in rows on the position of the horizontal center line of each reinforcement steel plate 3, makes each institute
The position of III 5-3 of screw hole stated and the position of each I 5-1 of screw hole are corresponding to the same, make that each III 5-3's of screw hole is straight
Diameter is consistent with the diameter of I 5-1 of screw hole, divides at each corresponding position positioned at each III 5-3 of screw hole on steel plate 3 of reinforcing
Not Gu Dingshezhi stiffnut 4, on the upper ledge side of the steel frame 1 symmetrically fixed setting left and right two hanging rings 6, this hangs
Ring 6 can be made with diameter of 20mm, length of the plain bar of 300mm.
In use, first this is quickly pacified to unload and be determined by the front surface brushing interleaving agent of master module 2 with crane by hanging ring 6
After pattern plate is hoisted to the job location of subsiding crack shear wall and installs in place, the thread segment correspondence of each Screw arbor with nut at both-ends 7 is worn
II 5-2 of screw hole, I 5-1 of screw hole and III 5-3 of screw hole and spinning are crossed in stiffnut 4, it is ensured that 7 end of Screw arbor with nut at both-ends section
Exposed amount is no less than 1cm, then, will unload the matching used conventional mould 8 of typified form with this quick peace and install in place, and will be normal
The mounted one-to-one correspondence of Screw arbor with nut at both-ends 7 penetrates Screw arbor with nut at both-ends Kong Yuqian on scale plate 8, finally far from subsiding crack side
Conventional mould 8 on successively installation reinforce steel pipe, mountain type card and the mating installation nut on another thread segment of Screw arbor with nut at both-ends 7,
Nut is tightened, conventional mould 8 is reinforced, so far, this quick peace tears typified form open and just completes to install, after carrying out quality inspection work
Next procedure can be entered, install that simple is easy to use, improve conventional mould 8 is used in turn rate, improves shear wall
Quality and construction efficiency, reduce construction cost.
Claims (6)
1. a kind of Fast Installation for pouring subsiding crack shear wall, disassembly typified form, including Screw arbor with nut at both-ends (7) and stiffnut
(4), the Screw arbor with nut at both-ends (7) is double end circle screw rod, and the Screw arbor with nut at both-ends (7) is according to being designed to arrange arranged in columnsly, institute
The thread segment for the Screw arbor with nut at both-ends (7) stated is corresponding with stiffnut (4) equipped, it is characterized in that: this pours subsiding crack shear wall use
Fast Installation, disassembly typified form further include steel frame (1), master module (2), reinforce steel plate (3), screw hole I (5-1), spiral shell
Rod aperture II (5-2), screw hole III (5-3), tapping screw and hanging ring (6), the steel frame (1) are grid steel construction pieces,
The steel frame (1) includes steel framework side and vertical bar plate again, and the steel framework side is in rectangle, in the inner cavity on the steel framework side
Vertical bar plate is fixedly installed in uniformly distributed compartment of terrain from left to right, and makes position and the design of the vertical centerline of each vertical bar plate
Each Screw arbor with nut at both-ends (7) in column axial centre line it is corresponding to the same, on the left and right frame side of the steel frame (1)
Arow in a row opens up screw hole I (5-1) on center line and on the center line of each vertical bar plate, makes each I (5- of screw hole
1) position at position and each Screw arbor with nut at both-ends (7) is corresponding to the same, makes the diameter of each screw hole I (5-1) and to drawing spiral shell
The diameter of bar (7) is consistent, the height of the steel frame (1) steel framework consistent with the height of the index bed of floor, described
The length of frame (1) is consistent with the length of subsiding crack shear wall, and the steel frame (1) is made of rectangular steel pipe, described
Master module (2) are fixedly mounted with tapping screw i.e. in the front surface of steel framework side and each vertical bar plate in steel frame (1), in the master
Arow in a row opens up screw hole II (5-2) in template (2), make each screw hole II (5-2) position and each screw hole I
The position of (5-1) is corresponding to the same, makes the diameter phase one of the diameter and screw hole I (5-1) of each screw hole II (5-2)
It causes, the master module (2) is made of general plank sheathing, uniformly distributed from top to bottom in the rear surface of the steel frame (1)
The horizontal reinforcement steel plate (3) of compartment of terrain fixed setting, the reinforcement steel plate (3) are made of the steel plate of strip, and described adds
The length of strong steel plate (3) is consistent with the length of steel frame (1), and make the horizontal center line of each reinforcement steel plate (3)
The line of the axial centre of rows of each Screw arbor with nut at both-ends (7) of position and design is corresponding to the same, in each reinforcement steel plate
(3) screw hole III (5-3) is opened up on the position of horizontal center line in rows, makes the position of each screw hole III (5-3)
It is corresponding to the same with the position of each screw hole I (5-1), make the diameter and screw hole I (5-1) of each screw hole III (5-3)
Diameter it is consistent, the corresponding position for being located at each screw hole III (5-3) is fixedly installed respectively on each reinforcement steel plate (3)
Two hanging rings (6) in left and right are symmetrically fixedly installed in stiffnut (4) on the upper ledge side of the steel frame (1).
2. the Fast Installation according to claim 1 for pouring subsiding crack shear wall, disassembly typified form, it is characterised in that
The steel frame (1) is made with height × width of the rectangular bar of steel pipe of 40mm × 60mm.
3. the Fast Installation according to claim 1 for pouring subsiding crack shear wall, disassembly typified form, it is characterised in that
The master module (2) is made with length × width x thickness of the general plank sheathing of 1830mm × 915mm × 18mm.
4. the Fast Installation according to claim 1 for pouring subsiding crack shear wall, disassembly typified form, it is characterised in that
The reinforcement steel plate (3) is made of width × with a thickness of the steel plate of 60mm × 10mm.
5. the Fast Installation according to claim 1 for pouring subsiding crack shear wall, disassembly typified form, it is characterised in that
Four reinforcements steel plate (3) are set on steel frame (1).
6. the Fast Installation according to claim 1 for pouring subsiding crack shear wall, disassembly typified form, it is characterised in that
The hanging ring (6) is made with diameter of 20mm, length of the plain bar of 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910408799.0A CN110107082A (en) | 2019-05-16 | 2019-05-16 | Pour Fast Installation, the disassembly typified form of subsiding crack shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910408799.0A CN110107082A (en) | 2019-05-16 | 2019-05-16 | Pour Fast Installation, the disassembly typified form of subsiding crack shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110107082A true CN110107082A (en) | 2019-08-09 |
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ID=67490642
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910408799.0A Pending CN110107082A (en) | 2019-05-16 | 2019-05-16 | Pour Fast Installation, the disassembly typified form of subsiding crack shear wall |
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| Country | Link |
|---|---|
| CN (1) | CN110107082A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155757A (en) * | 2020-02-16 | 2020-05-15 | 中国十七冶集团有限公司 | But light-duty design template that excels in of pouring shear force wall of quick assembly disassembly turnover |
| CN111287451A (en) * | 2020-02-25 | 2020-06-16 | 中国二十二冶集团有限公司 | Expansion joint formwork supporting tool |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205908013U (en) * | 2016-06-29 | 2017-01-25 | 中国十七冶集团有限公司 | Quick ann of shear force wall construction tears typical forms open |
| CN108385980A (en) * | 2018-02-28 | 2018-08-10 | 五冶集团上海有限公司 | Deformation joint shear wall set shaped steel formwork installs unidirectional fastening screw construction method |
| CN210002866U (en) * | 2019-05-16 | 2020-01-31 | 中国十七冶集团有限公司 | Quick mounting and dismounting shaping template for pouring settlement joint shear wall |
-
2019
- 2019-05-16 CN CN201910408799.0A patent/CN110107082A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205908013U (en) * | 2016-06-29 | 2017-01-25 | 中国十七冶集团有限公司 | Quick ann of shear force wall construction tears typical forms open |
| CN108385980A (en) * | 2018-02-28 | 2018-08-10 | 五冶集团上海有限公司 | Deformation joint shear wall set shaped steel formwork installs unidirectional fastening screw construction method |
| CN210002866U (en) * | 2019-05-16 | 2020-01-31 | 中国十七冶集团有限公司 | Quick mounting and dismounting shaping template for pouring settlement joint shear wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155757A (en) * | 2020-02-16 | 2020-05-15 | 中国十七冶集团有限公司 | But light-duty design template that excels in of pouring shear force wall of quick assembly disassembly turnover |
| CN111287451A (en) * | 2020-02-25 | 2020-06-16 | 中国二十二冶集团有限公司 | Expansion joint formwork supporting tool |
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