CN209704019U - A kind of bracing means of shear wall formwork - Google Patents
A kind of bracing means of shear wall formwork Download PDFInfo
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- CN209704019U CN209704019U CN201920124659.6U CN201920124659U CN209704019U CN 209704019 U CN209704019 U CN 209704019U CN 201920124659 U CN201920124659 U CN 201920124659U CN 209704019 U CN209704019 U CN 209704019U
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- shear wall
- wall formwork
- brace
- locking piece
- bracing means
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Abstract
The utility model relates to a kind of bracing means of shear wall formwork, including armored concrete plate face and the shear wall formwork being vertically arranged in armored concrete plate face, the shear wall formwork side wall is equipped with several strengthening frames and each strengthening frame is connected to integral locking piece, the strengthening frame includes vertical bar, cross bar and brace, the vertical bar is connect perpendicular to armored concrete plate face and with shear wall formwork, the cross bar is connect perpendicular to vertical bar and with armored concrete plate face, the brace both ends are equipped with spiro rod section, the adjustment seat with brace rotation connection is equipped on the vertical bar and cross bar, the internal screw thread being threadedly engaged with spiro rod section is equipped in the adjustment seat.The utility model plays the role of support to shear wall formwork by setting strengthening frame, strengthening frame, reduces the possibility of shear wall formwork separation, helps to reinforce integrally-built stability.
Description
Technical field
The utility model relates to the technical fields of bracing means, more particularly, to a kind of bracing means of shear wall formwork.
Background technique
Concreting is main construction task in architectural engineering, and template of mating formation by engineering design, template paving are needed before pouring
Packing quality directly affects construction quality.Shear wall pours in mode, first builds shear wall formwork to certain altitude, generally three
Rice or so removes shear wall formwork, then cutting in pouring molding in the shear wall formwork put up after joints cement molding
Carrying bolt is played on power wall in advance, then with carrying bolt to support, continuation continues to build shear wall formwork on shear wall top.
Prior art among the above has the following deficiencies: during shear wall pours, outside shear wall
The stability of shear wall formwork is lower.
Utility model content
The purpose of the utility model is to provide a kind of bracing means of shear wall formwork, solve shear wall formwork stability
Lower problem.
The above-mentioned purpose of utility model of the utility model has the technical scheme that
A kind of bracing means of shear wall formwork, including armored concrete plate face and it is vertically arranged in armored concrete plate face
On shear wall formwork, the shear wall formwork side wall is equipped with several strengthening frames and each strengthening frame connects to integral lock
Determine part, the strengthening frame includes vertical bar, cross bar and brace, and the vertical bar is perpendicular to armored concrete plate face and and shear wall formwork
Connection, the cross bar are connect perpendicular to vertical bar and with armored concrete plate face, and the brace both ends are equipped with spiro rod section, the vertical bar
With the adjustment seat with brace rotation connection is equipped on cross bar, the interior spiral shell being threadedly engaged with spiro rod section is equipped in the adjustment seat
Line.
By using above-mentioned technical proposal, strengthening frame is added in shear wall formwork side wall, strengthening frame plays shear wall formwork
To the effect of support, the possibility of shear wall formwork separation is reduced, helps to reinforce integrally-built stability；Strengthening frame is provided with
Several, several strengthening frames can be uniformly dispersed stress, and it is by locking piece that strengthening frame connection shape is integral, it helps to improve
Integrally-built connective stability；Strengthening frame is made of vertical bar, cross bar and brace, is connected to one by vertical bar, cross bar and brace
It rises, forms the structure of triangle, the structure is relatively stable；By changing the position of adjustment seat, brace and cross bar, vertical bar can be changed
Link position, when shear wall formwork it is of different sizes when, can adjust in time, the practicability of the setting is higher, convenient for construction, help
In raising installation effectiveness.
The utility model is further arranged to: handle is equipped in the middle part of the brace.
It by using above-mentioned technical proposal, is easier to screwing in brace into adjustment seat by handle, during reducing installation
The possibility of skidding helps to improve the efficiency of installation.
The utility model is further arranged to: multilayer wood plywood is equipped between the strengthening frame and shear wall formwork.
By using above-mentioned technical proposal, multilayer wood plywood is that several layers wood plywood interconnects, multilayer
Wood plywood plays the role of protection to shear wall formwork, facilitates the service life for increasing shear wall formwork；In the mistake poured
Cheng Zhong, multilayer wood plywood play fixed effect to shear wall formwork, reduce the possibility of shear wall formwork separation, help to mention
High integrally-built stability.
The utility model is further arranged to: the thickness range of the multilayer wood plywood is 17 to 19mm.
By using above-mentioned technical proposal, the thickness range of multilayer wood plywood is configured, which can play pair
The firm effect of shear wall formwork, and reduce due to multilayer wood plywood it is blocked up caused by the wasting of resources.
The utility model is further arranged to: the multilayer wood plywood is externally provided with several first connecting rods being parallel to each other
With several the second connecting rods being parallel to each other, the first connecting rod and the second connecting rod are mutually perpendicular to.
By using above-mentioned technical proposal, first connecting rod and the second connecting rod are set in multilayer wood plywood peripheral hardware, first
Connecting rod and the second connecting rod play the effect of reinforcing to multilayer wood plywood, help to improve integrally-built stability；The
One connecting rod and the second connecting rod are mutually perpendicular to, and the connection type is relatively simple, are easily installed, and orthogonal connection relationship
It is more firm.
The utility model is further arranged to: the first support frame, the brace and cross are equipped between the brace and vertical bar
The second support frame is equipped between bar.
By using above-mentioned technical proposal, the first support frame and the second support frame are added, the work of reinforcing is played to strengthening frame
With helping to enhance integrally-built connective stability, reduce the possibility of shear wall formwork separation.
The utility model is further arranged to: the locking piece includes the first locking piece, and first locking piece is in Z-shaped
Shape, and abutted with brace.
By using above-mentioned technical proposal, locking piece can be integral by several strengthening frames connection shape, makes adding for strengthening frame
Gu better effect reduces the possibility of adjacent strengthening frame separation；First locking piece is in zigzag, and the setting of zigzag can increase the first lock
The contact area for determining part and brace, the connective stability for making adjacent strengthening frame more preferably, help to enhance integrally-built stability.
The utility model is further arranged to: the locking piece further includes the second locking piece, second locking piece and cross
Bar abuts.
By using above-mentioned technical proposal, locking piece further includes the second locking piece, the second locking piece by being connect with cross bar,
So that adjacent strengthening frame is linked together, make integrally-built stability more preferably, reduces the possibility of shear wall formwork separation.
In conclusion the advantageous effects of the utility model are as follows:
1. strengthening frame plays the role of support to shear wall formwork by setting strengthening frame, shear wall formwork separation is reduced
Possibility, help to reinforce integrally-built stability, by change adjustment seat position, brace and cross bar, vertical bar can be changed
Link position, when shear wall formwork it is of different sizes when, can adjust in time, the practicability of the setting is higher, convenient for construction, have
Help improve installation effectiveness；
2. being easier to screwing in brace into adjustment seat by setting handle, the possibility skidded during reducing installation is helped
In the efficiency for improving installation；
3. by setting multilayer wood plywood, multilayer wood plywood plays the role of protection to shear wall formwork, facilitates
Increase the service life of shear wall formwork, during pouring, multilayer wood plywood plays fixed work to shear wall formwork
With the possibility of reduction shear wall formwork separation helps to improve integrally-built stability；
4. first connecting rod and the second connecting rod are to multilayer wood plywood by setting first connecting rod and the second connecting rod
The effect for playing reinforcing helps to improve integrally-built stability；
5. playing the role of reinforcing by the first support frame of setting and the second support frame to strengthening frame, helping to enhance whole
The connective stability of body structure reduces the possibility of shear wall formwork separation；
6. making adjacent strengthening frame link together by the first locking piece of setting and the second locking piece, making overall structure
Stability more preferably, reduce shear wall formwork separation possibility.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of the ruggedized construction of shear wall formwork of the utility model.
Fig. 2 is the structural schematic diagram of the utility model strengthening frame.
In figure, 1, armored concrete plate face；2, shear wall formwork；3, strengthening frame；31, vertical bar；32, cross bar；33, brace；
34, adjustment seat；35, handle；36, the first support frame；37, the second support frame；4, multilayer wood plywood；5, first connecting rod；6,
Second connecting rod；7, the first locking piece；8, the second locking piece.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
It referring to Figures 1 and 2, is a kind of ruggedized construction of shear wall formwork disclosed by the utility model, including reinforced concrete
The native shear wall formwork 2 plate face 1 and be vertically arranged in armored concrete plate face 1.In the present embodiment, armored concrete plate face
1 and shear wall formwork 2 be mutually connected vertically.
Referring to Fig.1, shear wall formwork 2 is equipped with multilayer wood plywood 4.In the present embodiment, multilayer wood plywood 4 connects
On 2 surface of shear wall formwork, shear wall formwork 2 is fixed, and shear wall formwork 2 can be separated with the external world, delta wood
The thickness range of glued board 4 is 17 to 19mm, while guarantee reaches fixed function, also be can be reduced due to blocked up generation resource wave
The case where taking.
Referring to Fig.1, multilayer wood plywood 4 is externally connected with first connecting rod 5 and the second connecting rod 6.In the present embodiment,
One connecting rod 5 is equipped with several, and several first connecting rods 5 are parallel to each other, and the second connecting rod 6 is equipped with several, and several second connect
Extension bar 6 is parallel to each other, and first connecting rod 5 and the second connecting rod 6 are arranged in a mutually vertical manner, and first connecting rod 5 and the second connecting rod 6 are logical
It crosses and is welded together.
Referring to Figures 1 and 2, several support shear wall formworks 2 are provided with outside first connecting rod 5 and the second connecting rod 6
Strengthening frame 3.In the present embodiment, strengthening frame 3 is connect by bolt with shear wall formwork 2, and strengthening frame 3 plays shear wall formwork 2
To the effect of support, integrally-built connective stability is helped to improve.
Referring to Fig. 2, strengthening frame 3 includes including vertical bar 31, cross bar 32 and brace 33.In the present embodiment, vertical bar 31, cross bar
32 and brace 33 be interconnected to form the structure of triangle, vertical bar 31 perpendicular to armored concrete plate face 1 and with first connecting rod 5
Connection, cross bar 32 are connect perpendicular to vertical bar 31 and with armored concrete plate face 1, and the end of cross bar 32 and vertical bar 31 is connected with each other,
The both ends of brace 33 are equipped with spiro rod section, are equipped with adjustment seat 34 on vertical bar 31 and cross bar 32, are equipped in adjustment seat 34 and spiro rod section
The internal screw thread being threadedly engaged is rotatablely connected brace 33 and cross bar 32 by the setting of adjustment seat 34, makes brace 33 and vertical bar
31 be rotation connection, and the middle part of brace 33 is provided with handle 35.According to the actual situation, by adjusting adjustment seat 34 in cross bar
32, the position of vertical bar 31 changes the support angle of brace 33, makes the better effect reinforced.
Referring to Fig. 2, it is equipped with the first support frame 36 between brace 33 and vertical bar 31, second is equipped between brace 33 and cross bar 32
Support frame 37.In the present embodiment, the first support frame 36 and the second support frame 37 are to be welded and fixed, and make the entirety of strengthening frame 3
Structure is more firm, helps to improve integrally-built stability of strutting system.
Referring to Figures 1 and 2, integral by locking piece connection shape on several strengthening frames 3.In the present embodiment,
Locking piece includes the first locking piece 7, and the first locking piece 7 is in zigzag, and the first locking piece 7 of zigzag is abutted with brace 33, zigzag
Design increase the contact area of the first locking piece 7 with brace 33, make integrally-built connective stability more preferably, locking piece also wraps
The second locking piece 8 is included, the second locking piece 8 is connected on cross bar 32, and the first locking piece 7 and the second locking piece 8 can make strengthening frame 3
It connects more stable.
The implementation principle of the present embodiment are as follows: a kind of ruggedized construction of shear wall formwork, by being arranged outside shear wall formwork 2
Multilayer wood plywood 4, multilayer wood plywood 4 play the role of protection to shear wall formwork 2, help to increase shear wall formwork 2
Service life, during pouring, multilayer wood plywood 4 plays fixed effect to shear wall formwork 2, reduces shear wall
The isolated possibility of template 2, helps to improve integrally-built stability, is connected on the side wall of multilayer wood plywood 4 mutually
First connecting rod 5 connected vertically and the second connecting rod 6, first connecting rod 5 and the second connecting rod 6 play multilayer wood plywood 4
To the effect of reinforcing, integrally-built stability is helped to improve, is then added on first connecting rod 5 and the second connecting rod 6
There is strengthening frame 3, strengthening frame 3 plays the role of reinforcing to shear wall formwork 2, judges the size of shear wall formwork 2, changes adjustment seat
34 position changes the link position of brace 33 and cross bar 32, vertical bar 31, when shear wall formwork 2 it is of different sizes when, can be in time
It adjusts, the practicability of the setting is higher, convenient for construction, helps to improve installation effectiveness.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this
The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical
Within novel protection scope.
Claims (8)
1. a kind of bracing means of shear wall formwork, including armored concrete plate face (1) and it is vertically arranged in armoured concrete slab
Shear wall formwork (2) on face (1), it is characterised in that: shear wall formwork (2) side wall be equipped with several strengthening frames (3) and
Each strengthening frame (3) are connected to integral locking piece, the strengthening frame (3) includes vertical bar (31), cross bar (32) and brace
(33), the vertical bar (31) connect perpendicular to armored concrete plate face (1) and with shear wall formwork (2), and the cross bar (32) is hung down
It is directly connect in vertical bar (31) and with armored concrete plate face (1), brace (33) both ends are equipped with spiro rod section, the vertical bar (31)
With the adjustment seat (34) with brace (33) rotation connection is equipped on cross bar (32), be equipped in the adjustment seat (34) and spiro rod section
The internal screw thread being threadedly engaged.
2. a kind of bracing means of shear wall formwork according to claim 1, it is characterised in that: in the middle part of the brace (33)
Equipped with handle (35).
3. a kind of bracing means of shear wall formwork according to claim 1, it is characterised in that: the strengthening frame (3) and
Multilayer wood plywood (4) are equipped between shear wall formwork (2).
4. a kind of bracing means of shear wall formwork according to claim 3, it is characterised in that: the multilayer wood plywood
(4) thickness range is 17 to 19mm.
5. a kind of bracing means of shear wall formwork according to claim 4, it is characterised in that: the multilayer wood plywood
(4) several first connecting rods (5) being parallel to each other and several the second connecting rods (6) being parallel to each other are externally provided with, described first connects
Extension bar (5) and the second connecting rod (6) are mutually perpendicular to.
6. a kind of bracing means of shear wall formwork according to claim 1, it is characterised in that: the brace (33) and perpendicular
The first support frame (36) are equipped between bar (31), are equipped with the second support frame (37) between the brace (33) and cross bar (32).
7. a kind of bracing means of shear wall formwork according to claim 1, it is characterised in that: the locking piece includes the
One locking piece (7), first locking piece (7) is in zigzag, and is abutted with brace (33).
8. a kind of bracing means of shear wall formwork according to claim 1, it is characterised in that: the locking piece further includes
Second locking piece (8), second locking piece (8) abut with cross bar (32).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920124659.6U CN209704019U (en) | 2019-01-23 | 2019-01-23 | A kind of bracing means of shear wall formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920124659.6U CN209704019U (en) | 2019-01-23 | 2019-01-23 | A kind of bracing means of shear wall formwork |
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| Publication Number | Publication Date |
|---|---|
| CN209704019U true CN209704019U (en) | 2019-11-29 |
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ID=68640331
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920124659.6U Active CN209704019U (en) | 2019-01-23 | 2019-01-23 | A kind of bracing means of shear wall formwork |
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| Country | Link |
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| CN (1) | CN209704019U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111550039A (en) * | 2020-03-25 | 2020-08-18 | 上海建工一建集团有限公司 | Formwork support system and application construction method and construction structure thereof |
| CN112431406A (en) * | 2020-11-10 | 2021-03-02 | 中土(苏州)工程建设有限公司 | Beam side template reinforcing frame |
| CN112681731A (en) * | 2020-12-17 | 2021-04-20 | 中国十九冶集团有限公司 | Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template |
-
2019
- 2019-01-23 CN CN201920124659.6U patent/CN209704019U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111550039A (en) * | 2020-03-25 | 2020-08-18 | 上海建工一建集团有限公司 | Formwork support system and application construction method and construction structure thereof |
| CN112431406A (en) * | 2020-11-10 | 2021-03-02 | 中土(苏州)工程建设有限公司 | Beam side template reinforcing frame |
| CN112431406B (en) * | 2020-11-10 | 2022-02-22 | 中土(苏州)工程建设有限公司 | Beam side template reinforcing frame |
| CN112681731A (en) * | 2020-12-17 | 2021-04-20 | 中国十九冶集团有限公司 | Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template |
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