CN205348758U - Formwork of pouring wall body - Google Patents
Formwork of pouring wall body Download PDFInfo
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- CN205348758U CN205348758U CN201620012609.5U CN201620012609U CN205348758U CN 205348758 U CN205348758 U CN 205348758U CN 201620012609 U CN201620012609 U CN 201620012609U CN 205348758 U CN205348758 U CN 205348758U
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Abstract
An embodiment of the utility model provides a formwork of pouring wall body, wherein the formwork is by a plurality of formwork stands and establish and constitute in the template between each formwork stand, formwork stand bottom is cup jointed and is equipped with elevating gear the formwork stand is equipped with the fixed template limiting plate and the template screens taper pin groove of being equipped with of department inboard relatively of template, the template includes a plurality of template units, and each template unit left and right sides punishment do not is equipped with the recess, and each template unit passes through the seamless overlap joint of its left and right sides recess between the template limiting plate and template screens taper pin groove of formwork stand, each template unit outside sets up a template screens pole at least, the fixed joint in template screens pole both ends is on the template screens taper pin groove of formwork stand. The embodiment of the utility model provides a formwork of pouring wall body easy operation, and the fixity is good not only saves the cost and still effectively improves the efficiency of construction, does benefit to using widely on a large scale.
Description
Technical field
This utility model embodiment relates to technical field of building construction, particularly to the formwork of a kind of cast wall.
Background technology
Traditional body of wall is to adopt fragment of brick to build base to form, complicated and fragment of brick the manufacture cost of transportation of construction procedure is higher, the method currently poured into a mould by new material concrete gradually replaces, and the formwork adopted during with poured concrete wall body is the key of construction, its efficiency directly determining construction and cost.
The construction method of cast wall is it is generally required to first support template is as the mould of body of wall, and casting and constructing material in the cavity that template is formed, after sizing, form removal can form required cast wall.Such construction method, relative to traditional bricklay, has the advantages that construction procedure is simple, efficiency of construction is high.If China Patent No. is the ZLCN200820064745.4 erecting device disclosing a kind of cast-in-situ wall, it is made up of formwork column, template and thickness of wall body scale part, wherein thickness of wall body scale part is bolted on the through hole of template, and two integral mold plates are fixed by securing member by the back of the body outside it is distracted.Another China Patent No. is that ZLCNCN201520433085.2 discloses a kind of wall construction system, the template of its design needs multiple pull bars tension template to fix, pull bar is made up of the body of rod, clamping part and locking member, clamping part is installed in the body of rod and passes on one end of template and be fastened in template, and locking member passes the other end of template and threadeds with the body of rod.
But the structure of the stencil design of existing cast wall is required for multiple manpower have been coordinated.In such as patent ZLCN200820064745.4, when formwork column sets up template and thickness of wall body scale part is fixed on the through hole of two modules, all need many people compounding practice.And in the formwork structure of above-mentioned patent, it is necessary to operating bolt in a large number, what nut, through hole and locking member went to implement between template and between template with column fixing is connected, and therefore also will necessarily bring the increase that manpower is constructed.And existing construction is when material cost is stable, manpower expense account for the significant proportion of whole operating expenses, have even up to more than 50%.And the inreal realization of prior art reduces manual operation, it is impossible to the problem that the construction cost solving thus to bring increases, large-scale promotion and application therefore also cannot be realized.
Utility model content
For solving the problems referred to above that cast wall exists, this utility model embodiment provides the formwork of a kind of cast wall, not only can save manpower, it is also possible to be rapidly completed construction, simple to operate accurately.
First aspect, this utility model embodiment provides the formwork of a kind of cast wall, is made up of multiple formwork columns and the template that is located between each formwork column, wherein:
Described formwork column bottom set is equipped with lowering or hoisting gear, and the relative inner place being provided with template at described formwork column is fixed with template limiting plate and template screens taper pin groove；
Described template includes multiple modular unit, and each modular unit left and right sides place is respectively equipped with groove, and each modular unit is by around between the seamless template limiting plate being overlapped on formwork column of grooves on two sides and template screens taper pin groove；
At least provided with a template screens bar outside described each modular unit, described template screens bar two ends are fixed on the template screens taper pin groove being connected to formwork column.
In the first possible implementation in first, described lowering or hoisting gear includes lifter assembly, described lifter component external is provided with socket pipe, the elevating lever of described lifter assembly is through the top of described socket pipe, and it is fixed with lifter plate at the elevating lever top of described lifter assembly, socket pipe is socketed in inside formwork column bottom, correspondingly, inside described formwork column bottom, it is fixed with lifting gripper shoe, is withstood on by described lifter plate and make described formwork column oscilaltion bottom lifting gripper shoe.
According to the first possible implementation of first aspect, in the implementation that the second in first is possible, it is respectively provided on two sides with extension pin-and-hole in described formwork column bottom, U-shaped extension is sold through described extension pin-and-hole to tangle described lifter assembly when construction, so that described lifter assembly does not come off, after also allowing for construction, the dismounting of described lowering or hoisting gear is shipped.
In the third possible implementation in first, also it is socketed with support antiskid glue cushion at described formwork column top, is used for withstanding on upper end flooring and prevents its vibrations sliding with fixing integral formwork support column.
According to the third possible implementation of first aspect, in the 4th kind of possible implementation in first, between described formwork column and support antiskid glue cushion, it is additionally provided with bottom is provided with a mould column of sleeve pipe, for regulating the height of integral formwork support column.
According to the 4th kind of possible implementation of first aspect, in the 5th kind of possible implementation in first, it is provided with screw at described mould column bottom sleeve pipe place, correspondingly, the formwork column top being socketed also is provided with the screw of correspondence, adopts screw rod to make its fixing connection through the screw of described mould column and formwork column during socket.
In the 6th kind of possible implementation in first, it is provided with spacing fixing bar between the two formwork columns being not provided with template, described spacing fixing bar is the spacing fixing bar of through hole, make it be fixed on two formwork columns by the nut at screw rod two ends, and between nut and formwork column, be additionally provided with U-shaped clasp.
According to the 6th kind of possible implementation of first aspect, in the 7th kind of possible implementation in first, described spacing fixing bar is spacing PVC pipe or vertebral body fixture.
The formwork of the cast wall that this utility model embodiment provides, relative to existing formwork and construction method, applicant is operated by practice of construction, it has been found that have the advantage that
1, structural design is simple, it is to avoid use the package assembly that substantial amounts of screw and many people have coordinated so that single can complete whole constructing operation, it is possible to save substantial amounts of manpower, thus saving construction cost；
2, groove, taper pin groove, U-shaped clasp and U-shaped extension pin etc. are adopted between each template and column so that between each column and template, position is fixed, middle seamless, ensure the quality of construction, and be all easily assembled between each structure and dismantle, construction is flexible；
3, tubing is adopted directly to be socketed mode, it is not necessary to namely to can ensure that the vertical direction of each column and the connection that cooperates with each other between each column by other location equipment, without causing displacement or shift phenomenon during construction；
4, after construction interior wall completes, it is possible to spacing PVC pipe is stayed in body of wall and blocked；During construction outer wall, adopting the fixing inside and outside heel post of taper fixture, construction easily utilizes the structural property of taper fixture to be carried out rapping dismounting after terminating, and adopts construction material to be filled with closure after dismounting.It should be noted that during construction interior wall, it is possible to use taper fixture.
5, support antiskid glue cushion and increase an adjustment mould column by increasing, it is possible to making the formwork wall construction suitable in the inner-outer wall of various height of the cast wall that this utility model provides.
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, the accompanying drawing used required in embodiment or description of the prior art will be briefly described below, apparently, accompanying drawing in the following describes is embodiments more of the present utility model, for those of ordinary skill in the art, under the premise not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
The formwork embodiment overall structure schematic diagram of the cast wall that Fig. 1 provides for this utility model；
Fig. 2 is the structural representation of the modular unit embodiment adopted in Fig. 1；
Fig. 3 is the partial enlarged drawing of template screens bar one end in Fig. 1；
Fig. 4 A is the structural representation of the embodiment of the middle part formwork column in Fig. 1；
Fig. 4 B is the structural representation of the embodiment of the end formwork column in Fig. 1；
Fig. 5 A is the structural representation of lowering or hoisting gear embodiment in Fig. 1；
Fig. 5 B is the structural blast schematic diagram of Fig. 5 A；
The U-shaped structural representation hanging pin embodiment that Fig. 6 provides for this utility model；
Fig. 7 is the structural representation at formwork column top in Fig. 1；
The mould column one example structure schematic diagram that Fig. 8 A provides for this utility model；
The another example structure schematic diagram of mould column that Fig. 8 B provides for this utility model；
Fig. 9 is the structural representation being not provided with between two formwork columns of template；
The structural representation of the spacing fixing bar embodiment that Figure 10 A adopts when being and pour into a mould interior wall in Fig. 9；
The structural representation of the spacing fixing bar embodiment that Figure 10 B adopts when being and pour into a mould exterior wall in Fig. 9；
The formwork of the cast wall that Figure 11 provides for adopting this utility model carries out the embodiment schematic flow sheet constructed；
The formwork of the cast wall that Figure 12 provides for adopting this utility model carries out the another embodiment schematic flow sheet constructed.
Detailed description of the invention
For making the purpose of this utility model embodiment, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in this utility model embodiment, technical scheme in this utility model embodiment is clearly and completely described, obviously, described embodiment is a part of embodiment of this utility model, rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art obtain under not making creative work premise, broadly fall into the scope of this utility model protection.
Embodiment one
This utility model provides the formwork of a kind of cast wall, it is embodied as such as shown in Fig. 1～Fig. 2, the formwork of this cast wall, it is made up of multiple formwork columns 1 and the template that is located between each formwork column, wherein: bottom described formwork column 1, set is equipped with lowering or hoisting gear 10, and the relative inner place being provided with template at described formwork column 1 is fixed with template limiting plate 11 and template screens taper pin groove 12；Described template includes multiple modular unit 20, and each modular unit 20 left and right sides place is respectively equipped with groove 201, and each modular unit 20 is by around between the seamless template limiting plate 11 being overlapped on formwork column of grooves on two sides 201 and template screens taper pin groove 12；At least provided with a template screens bar 21 outside described each modular unit 20, described template screens bar 21 two ends are fixed on the template screens taper pin groove 12 being connected to formwork column 1.
In said structure, formwork column bottom set is equipped with lowering or hoisting gear, it is possible to be socketed the big square tube of formwork column or the mode of big pipe by the little square tube of lowering or hoisting gear self or roundlet pipe.Relative to other fixed form, this kind of socket mode is stable, will not produce skew easily so that in work progress, formwork column is constantly in vertical position, and construction effect is better.
In said structure, the insertion hole (as shown in Figure 3) that bore is bigger is left on the top of template screens taper pin groove 12 so that the end of template screens bar 21 can be readily inserted into；Template screens taper pin groove 12 down groove width is tapered by template occupy-place, until bottom groove width is less than the diameter of the end of template screens bar 21 so that the end of template screens bar 21 under press through the bottom that can be stuck in template screens taper pin groove 12 in journey.This structure is when mounted, the complicated construction procedures such as screw need not be used can to complete the reinforcing to template and stable, simple to operate, single can complete, and by the effect of the pressure of natural gravity and template and frictional force after installing, template screens bar will not upper easily move, and template is fixing to be unaffected.And when dismounting, due to the architectural characteristic of taper pin groove, by simple tool upwards tapping template screens bar or the mode regulating a certain formwork column up-down device assembly, easy removal can be realized.
In said structure, groove 201 degree of depth of modular unit both sides is identical with the thickness of template limiting plate 11, and in the formwork column 1 of diverse location template limiting plate 11 position difference is set, as shown in Figure 4 A, this formwork column is the column that construction middle part uses, and arranges template limiting plate 11 in the plane of 180 degree, formwork column 1 side；And shown in Fig. 4 B, this formwork column is the column that construction end uses, 90 degree, formwork column 1 side vertical arranges template limiting plate 11.
In above-described embodiment, by being equipped with lowering or hoisting gear at formwork column bottom set, make formwork column can stand vertically between upper and lower flooring, again through template limiting plate and template screens taper pin groove, template is fixed on the cast inner chamber that can realize body of wall between two formwork columns, and said structure is simple to operate, single can complete whole operations, it is to avoid construction needs substantial amounts of manpower, both provided cost savings, improve again work efficiency.
Embodiment two
This embodiment specifically provides the embodiment of the lowering or hoisting gear in embodiment one, lowering or hoisting gear can adopt structural representation as shown in Figure 5A, described lowering or hoisting gear 10 includes lifter assembly 101, described lifter assembly 101 is provided externally with socket pipe 102, the elevating lever of described lifter assembly 101 is through the top of described socket pipe 102, and it is fixed with lifter plate 103 at the elevating lever top of described lifter assembly 101, socket pipe 102 is socketed in formwork column 1 bottom inside, correspondingly, it is fixed with lifting gripper shoe 104 in described formwork column 1 bottom inside, withstand on lifting gripper shoe (104) bottom by described lifter plate 103 and make the oscilaltion of described formwork column 1.
The socket pipe 102 of this structure preferably employs square tube, then correspondingly, formwork column 1 is also adopted by hollow square tube, and the outer radius of socket pipe 102 is equal to or slightly less than the inner radial of formwork column 1 so that be socketed stronger.Above-mentioned socket mode is fixed without screw rod or screw, simple to operate.
When being embodied as, this lowering or hoisting gear (as shown in Figure 5 B) can by lifter assembly 101, be located at the lifter plate 103 at lifter assembly 101 elevating lever 121 top, be socketed in the socket pipe 102 outside lifter assembly 101, be located at the lifting riding boogie board 122 bottom lifter assembly 101 and base stator 123, the on-slip rubber cushion 124 that is arranged on base stator 123 bottom form.It installs manufacturing process: first base stator 123 and on-slip rubber cushion 124 are locked；Place the lifter assembly 101 with lifting riding boogie board 122 thereon, entirety is put into and after in socket pipe 102, uses screw that it is fixed；Lifter plate 103 is then locked in the top of lifter assembly 101 elevating lever 121, and when being embodied as, lifter assembly 101 and socket pipe 102 can one-body molded process, and the shape of the on-slip rubber cushion 124 of bottom and material are not specifically limited at this.On-slip rubber cushion is added, both vibration resistance and be possible to prevent integral formwork support column to offset under lowering or hoisting gear.
In this embodiment, further, it is respectively equipped with extension pin-and-hole 105 in described formwork column 1 two bottom sides, U-shaped extension pin 106 is through described extension pin-and-hole 105 so that described formwork column 1 tangles the lifter plate 103 at the elevating lever top of described lifter assembly 101 so that described lifter assembly 101 does not come off when construction, after also allowing for construction, the dismounting shipment of described lowering or hoisting gear.When being embodied as operating, U-shaped extension pin 106 one end initially passes through one and hangs pin-and-hole, angle is adjusted again after entering, make through that end from another hang pin-and-hole pass, the U-shaped pin two ends that hang are made to be separately fixed on two extension pin-and-holes, U-shaped pin of hanging within its entrance can tangle bottom the lifter plate 103 of lifter assembly so that it is will not fall.
Said structure is applicable to, and transport distance is shorter, it is not necessary to when being dismantled by lifter assembly, is articulated in formwork column bottom by lifter assembly, in order to without being socketed installation again when next time uses.If transport inconvenience occurs, more U-shaped extension pin is taken off, dismantle lifter assembly, carry out again at the construction field (site) installing and debugging, to avoid the damage of colliding with caused in lowering or hoisting gear transportation.
Embodiment three
This embodiment gives the structural representation at formwork column top, as it is shown in fig. 7, be also socketed with support antiskid glue cushion 13 at described formwork column 1 top, be used for withstanding on upper end flooring and prevent its vibrations sliding with fixing integral formwork support column.
Further, between described formwork column 1 and support antiskid glue cushion 13, it is additionally provided with bottom is provided with a mould column 14 of sleeve pipe 140, for regulating the height of integral formwork support column.Being provided with screw 141 at described mould column 14 bottom sleeve 140 place, correspondingly, formwork column 1 top being socketed also is provided with the screw of correspondence, adopts screw rod to make its fixing connection through the screw of described mould column 14 and formwork column 1 during socket.
Also dependent on body of wall height, select a mould column of different size, or regulate the screw of a mould upright post sleeve pipe.If it is preferred that altitude mixture control is not high, then adopt a mould column 14 as shown in Figure 8 A；And when if altitude mixture control is higher, then adopt mould column 14, a Fig. 8 B and Fig. 8 A to be as shown in Figure 8 B distinctive in that, prop up mould column 14 in the fig. 8b and be provided with template screens taper pin groove 142, use with fixed form for placing mold board position bar again.
Multiple the mould column that the present embodiment provides can be selected flexibly according to condition of construction, meets the construction usage of multiple height sight, not only simple to operate but also practical.
Embodiment four
This embodiment gives the constructive embodiment between the two formwork columns being not provided with template, as shown in Figure 9, it is provided with spacing fixing bar 107 between the two formwork columns being not provided with template, described spacing fixing bar 107 is the spacing fixing bar of through hole, make it be fixed on two formwork columns by the nut 110 at screw rod 109 two ends, and between nut 110 and formwork column 1, be additionally provided with U-shaped clasp 108.
Further, if during cast interior wall, described spacing fixing bar 107 can adopt spacing PVC pipe (as shown in Figure 10 A), internal through screw rod 109, nut and U-shaped clasp is relied on to be fixed by two columns when construction so that in work progress, two columns will not produce displacement and inclination.Construction terminate after, it is possible to by screw rod dismantle, spacing PVC pipe in staying within the walls.
If during cast exterior wall, described spacing fixing bar can adopt vertebral body fixture (as shown in Figure 10 B).Installing vertebral body fixture between inner side formwork column and outside formwork column, vertebral body fixture can be cone or pyramid, and material can select duroplasts, metal or wooden, does not do further restriction at this.When adopting vertebral body fixture purpose there is no bottom support face outside exterior wall on the one hand, therefore can by the supporting role of vertebral body, the formwork column making outside can rely on the formwork column of inner side erect and be fixed up, the position-limiting action between two formwork columns can be played on the other hand, it is prevented that displacement.After construction terminates, quick detachable, such as knock the top of vertebral body fixture by instrument external force so that it is depart from from the body of wall built.
It should be noted that; formwork column in above-mentioned any embodiment, socket pipe and template limiting plate can preferably adopt rectangular metal pipe in the specific implementation; but it is not limited only to this, as long as the structure meeting above-mentioned design requirement each falls within the protection domain of this patent.
The formwork construction method of the cast wall that above-described embodiment provides is as follows:
Concrete construction method as shown in figure 11, including:
Step 1001, with reference to the position between each assembly in formwork column and annexation, integral formwork support column is carried out installation and debugging；The most important thing is the installation of the lowering or hoisting gear of bottom in formwork column, mounting means is consistent as previously mentioned, does not repeat them here；
Step 1002, design specification according to body of wall to be cast, each integral formwork support column after installation and debugging are placed in corresponding position；The design specification of body of wall to be cast can include length, thickness, height and positional information, is such as exterior wall or interior wall, is the information such as load bearing wall or non-load bearing wall；
Step 1003, regulate the lowering or hoisting gear of formwork column bottom, until the support antiskid glue cushion at formwork column top holds out against flooring and makes its fixing integral formwork support column；Support antiskid glue cushion because there being certain elasticity, therefore when regulating bottom elevation device, will not produce to destroy to upper end flooring, but also can guarantee that formwork column relies on the pressure of upper and lower side to be erected between the scope of operation.When regulating formwork stem height, a mould column of optional different size, or regulate the screw of a mould upright post sleeve pipe；
Step 1004, successively each modular unit is overlapped between formwork column, and installation form screens bar makes on its seamless template limiting plate being overlapped on formwork column with fixed form unit outside each modular unit；Construction schematic diagram in this step is not as it is shown on figure 3, repeat them here；
Step 1005, construction material to be cast is poured in the cavity that template and existing body of wall are formed；Construction material selects according to the effect of body of wall, if being load bearing wall than body of wall, then adopts the concrete material that holding capacity is stronger, if body of wall is non-load bearing wall, then can adopt novel packing material.
Further, the concrete construction method of interior wall and exterior wall can also be added, specifically as shown in figure 12, it is additionally included between the two formwork columns being not provided with template and spacing PVC pipe is installed during cast interior wall, described screw rod is through spacing PVC pipe, and its two ends adopt nut and U-shaped clasp to make it be fixed between two formwork columns；
During cast exterior wall, if outside formwork column bottom is without supporting surface, do not enable lowering or hoisting gear, spacing vertebral body fixture is installed between lateral branch mould column and inner side formwork column, described screw rod is through spacing vertebral body fixture, and two ends adopt nut and U-shaped clasp to make it be fixed between outside formwork column and inner side formwork column.
Applicant is by the operation of repeatedly practice of construction, and after contrasting with existing casting construction method, it has been found that the construction method that above-described embodiment five or six provides has the advantage that
1, the formwork erecting structure design adopted is simple, it is to avoid use the package assembly that substantial amounts of screw and many people have coordinated so that single can complete whole constructing operation, it is possible to save substantial amounts of manpower, thus saving construction cost；
2, groove, taper pin groove, U-shaped clasp and U-shaped extension pin etc. are adopted between each template and column so that between each column and template, position is fixed, middle seamless, ensure the quality of construction, and be all easily assembled between each structure and dismantle, construction is flexible；
3, tubing is adopted directly to be socketed mode, it is not necessary to namely to can ensure that the vertical direction of each column and the connection that cooperates with each other between each column by other location equipment, without causing displacement or shift phenomenon during construction；
4, after construction interior wall completes, it is possible to spacing PVC pipe is placed in body of wall and blocks；During construction outer wall, adopting the fixing inside and outside heel post of taper fixture, construction easily utilizes the structural property of taper fixture to carry out disassembled simply after terminating.It should be noted that during construction interior wall, it is possible to use taper fixture.
5, support antiskid glue cushion and increase an adjustment mould column by increasing, it is possible to making the formwork wall construction suitable in the inner-outer wall of various height of the cast wall that this utility model provides.
Last it is noted that various embodiments above is only in order to illustrate the technical solution of the utility model, it is not intended to limit；Although this utility model being described in detail with reference to foregoing embodiments, it will be understood by those within the art that: the technical scheme described in foregoing embodiments still can be modified by it, or wherein some or all of technical characteristic is carried out equivalent replacement；And these amendments or replacement, do not make the essence of appropriate technical solution depart from the scope of each embodiment technical scheme of this utility model.
Claims (8)
1. a formwork for cast wall, is made up of multiple formwork columns (1) and the template that is located between each formwork column, it is characterised in that:
Described formwork column (1) bottom set is equipped with lowering or hoisting gear (10), is fixed with template limiting plate (11) and template screens taper pin groove (12) at the relative inner place that described formwork column (1) is provided with template；
Described template includes multiple modular unit (20), each modular unit (20) left and right sides place is respectively equipped with groove (201), and each modular unit (20) is overlapped between the template limiting plate (11) of formwork column and template screens taper pin groove (12) by grooves on two sides (201) is seamless around；
Described each modular unit (20) outside is at least provided with template screens bar (21), and described template screens bar (21) two ends are fixing to be connected in template screens taper pin groove (12) of formwork column (1).
2. the formwork of cast wall according to claim 1, it is characterized in that, described lowering or hoisting gear (10) includes lifter assembly (101), described lifter assembly (101) is provided externally with socket pipe (102), the elevating lever of described lifter assembly (101) is through the top of described socket pipe (102), and it is fixed with lifter plate (103) at the elevating lever top of described lifter assembly (101), socket pipe (102) is socketed in formwork column (1) bottom inside, correspondingly, it is fixed with lifting gripper shoe (104) in described formwork column (1) bottom inside, withstand on lifting gripper shoe (104) bottom by described lifter plate (103) and make the oscilaltion of described formwork column (1).
3. the formwork of cast wall according to claim 2, it is characterized in that, it is respectively equipped with extension pin-and-hole (105) in described formwork column (1) two bottom sides, U-shaped hang pin (106) through described extension pin-and-hole (105) to tangle described lifter assembly (101) when construction, so that the dismounting of described lowering or hoisting gear (10) is shipped after not coming off and constructing by described lifter assembly (101).
4. the formwork of cast wall according to claim 1, it is characterised in that be also socketed with support antiskid glue cushion (13) at described formwork column (1) top, is used for withstanding on upper end flooring and prevents its vibrations sliding with fixing integral formwork support column.
5. the formwork of cast wall according to claim 4, it is characterized in that, between described formwork column (1) and support antiskid glue cushion (13), it is additionally provided with bottom is provided with a mould column (14) of sleeve pipe (140), for regulating the height of integral formwork support column.
6. the formwork of cast wall according to claim 5, it is characterized in that, it is provided with screw (141) at described mould column (14) bottom sleeve (140) place, correspondingly, formwork column (1) top being socketed also is provided with the screw of correspondence, adopts screw rod to make its fixing connection through the screw of described mould column (14) and formwork column (1) during socket.
7. the formwork of cast wall according to claim 1, it is characterized in that, spacing fixing bar (107) it is provided with between the two formwork columns being not provided with template, described spacing fixing bar (107) is the spacing fixing bar of through hole, make it be fixed on two formwork columns by the nut (110) at screw rod (109) two ends, and between nut (110) and formwork column (1), be additionally provided with U-shaped clasp (108).
8. the formwork of cast wall according to claim 7, it is characterised in that described spacing fixing bar (107) is spacing PVC pipe or vertebral body fixture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620012609.5U CN205348758U (en) | 2016-01-07 | 2016-01-07 | Formwork of pouring wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620012609.5U CN205348758U (en) | 2016-01-07 | 2016-01-07 | Formwork of pouring wall body |
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| CN205348758U true CN205348758U (en) | 2016-06-29 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649320A (en) * | 2016-01-07 | 2016-06-08 | 厦门盛安居建材有限公司 | Formwork for pouring wall body and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649320A (en) * | 2016-01-07 | 2016-06-08 | 厦门盛安居建材有限公司 | Formwork for pouring wall body and construction method thereof |
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