CN209723588U - A kind of cast-in-place concrete Combined formwork structure - Google Patents
A kind of cast-in-place concrete Combined formwork structure Download PDFInfo
- Publication number
- CN209723588U CN209723588U CN201920407962.7U CN201920407962U CN209723588U CN 209723588 U CN209723588 U CN 209723588U CN 201920407962 U CN201920407962 U CN 201920407962U CN 209723588 U CN209723588 U CN 209723588U
- Authority
- CN
- China
- Prior art keywords
- template
- leakage prevention
- mortar leakage
- formwork structure
- splicing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of cast-in-place concrete Combined formwork structures, including end restraint frame template, several middle part splice templates being arranged between end restraint frame template and several mortar leakage prevention pillars being arranged at each template splicing, the end restraint frame template and several middle part splice templates are assembled together the space to be formed for concreting, and the mortar leakage prevention pillar is connected to the stitching portion of adjacent forms and forms the mortar leakage prevention sealing structure of corresponding junction.The utility model is designed using Combined formwork structure, and it is attached at template splicing using mortar leakage prevention pillar, while guaranteeing leakproofness at template splicing, realize the connection of entire template, effectively prevent existing the problem of damaging using Screw arbor with nut at both-ends to template, and in-site installation is convenient and efficient, and can carry out flexible equipment adjustment according to construction requirement.
Description
Technical field
The utility model belongs to technical field of building construction, in particular to a kind of cast-in-place concrete Combined formwork structure.
Background technique
Existing building construction in for concrete cast-in-situ template be usually plank sheathing, steel form, steel framework gang form or
The problem of aluminum alloy pattern plate etc., existing formwork for placing is primarily present is: 1, for different construction requirements, the adaptability of template is not high；
2, template has that consumptive material and installation speed are slow, Forming Quality is not high in use；3, two side templates mostly use screw rod to drawing
Connection type, for template have certain extent of the destruction, influence the use reliability of template.
Utility model content
The goal of the invention of the utility model is: in view of the above problems, one kind is provided and is directed to different construction requirements,
With stronger adaptability, and easy for installation, the high cast-in-place concrete Combined formwork structure of use reliability.
The technical solution of the utility model is achieved in that a kind of cast-in-place concrete Combined formwork structure, feature
It is: including end restraint frame template, several middle part splice templates being arranged between end restraint frame template and sets
Several mortar leakage prevention pillars at each template splicing are set, the end restraint frame template is assemblied in several middle part splice templates
It is formed together the space for concreting, the mortar leakage prevention pillar is connected to the stitching portion of adjacent forms and forms corresponding knot
Mortar leakage prevention sealing structure at conjunction.
Cast-in-place concrete Combined formwork structure described in the utility model, several mortar leakage prevention pillars are along combined type
Formwork structure is vertically arranged, and is vertically respectively disposed with several clamping hooks in the corresponding edge part of two templates mutually spliced,
The clamping groove that the clamping hook of corresponding interconnecting piece setting matches, two neighboring template are provided on the mortar leakage prevention pillar
After splicing, the clamping groove on the mortar leakage prevention pillar while the clamping hook connects with two neighboring template corresponding sides edge are used for
Two neighboring template tightening is fixed together.
Cast-in-place concrete Combined formwork structure described in the utility model, the template corresponding end setting mutually spliced
Have and the stitching section constituted is combined by splicing groove or splicing protrusion or splicing groove and splicing protrusion, in the template splicing portion
Splicing groove and splice raised corresponding matching, after the adjacent forms splicing, the interior outer surface of template is in same plane
On.
Cast-in-place concrete Combined formwork structure described in the utility model, between the end restraint frame template
Middle part splice template is spliced by multiple formworks being arranged in a vertical direction.
Cast-in-place concrete Combined formwork structure described in the utility model, in the end face outside of the mortar leakage prevention pillar
It is provided with vertically arranged bracket accommodating groove, telescopic support frame, the support are provided in the bracket accommodating groove
Frame upper end and mortar leakage prevention branch are column articulated, and when Combined formwork structure is not used, support frame as described above is completely disposed at bracket accommodating groove
It is interior, in Combined formwork structure in use, support frame as described above is by screwing out the middle part to Combined formwork structure in bracket accommodating groove
Form temporary support.
Cast-in-place concrete Combined formwork structure described in the utility model forms temporary support in support frame as described above
When, it is provided with auxiliary support bar between support frame as described above and mortar leakage prevention pillar, it is anti-to adjust angle insertion by auxiliary support bar
The balance and support distances of any one on spillage pillar in multiple fixation holes to adjust support frame, the Combined formwork
When structure is not used, the auxiliary support bar is placed in bracket accommodating groove.
Cast-in-place concrete Combined formwork structure described in the utility model, it is solid each of on the mortar leakage prevention pillar
To determine to be provided with ball link free to rotate in hole, described auxiliary support bar one end is connected with corresponding ball link,
Its other end and support frame are hinged.
The utility model is designed using Combined formwork structure, and is connected at template splicing using mortar leakage prevention pillar
It connects, while guaranteeing leakproofness at template splicing, realizes the connection of entire template, effectively prevent existing using Screw arbor with nut at both-ends
The problem of template is damaged, and in-site installation is convenient and efficient, and can carry out flexible equipment adjustment according to construction requirement.
Detailed description of the invention
Fig. 1 is structural schematic diagram when the utility model is used.
Fig. 2 and Fig. 3 is the structural schematic diagram of the utility model medial end portions binding side frame template.
Fig. 4 and Fig. 5 is the structural schematic diagram of middle part splice template in the utility model.
Fig. 6 and Fig. 7 is the use schematic diagram of mortar leakage prevention pillar in the utility model.
Fig. 8 and Fig. 9 is the connection schematic diagram of auxiliary support bar in the utility model.
Marked in the figure: 1 is end restraint frame template, 2 be middle part splice template, and 3 be mortar leakage prevention pillar, and 4 be clamping hook,
5 be splicing groove, and 6 for splicing protrusion, 7 be bracket accommodating groove, and 8 be support frame, and 9 be auxiliary support bar, and 10 be fixation holes, 11
For ball link.
Specific embodiment
With reference to the accompanying drawing, the utility model is described in detail.
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
As shown in Figure 1, a kind of cast-in-place concrete Combined formwork structure, including end restraint frame template 1, setting are being held
Several middle part splice templates 2 between portion's binding side frame template 1 and several mortar leakage prevention pillars being arranged at each template splicing
3, the end restraint frame template 1 and several middle part splice templates 2 are assembled together the space to be formed for concreting,
The mortar leakage prevention pillar 3 is connected to the stitching portion of adjacent forms and forms the mortar leakage prevention sealing structure of corresponding junction.Such as Fig. 2 and
Shown in 3, in the present embodiment, the end restraint frame template is concave, the end restraint frame template and several middle parts
The casting space that horizontal cross-section is rectangle is formed after splice template splicing.
As shown in figs. 4-7, several mortar leakage prevention pillars 3 are vertically arranged along Combined formwork structure, what is mutually spliced
The corresponding edge part of two templates is vertically respectively disposed with several clamping hooks 4, be provided on the mortar leakage prevention pillar 3 and its
The clamping groove that matches of clamping hook 4 of corresponding connection parts setting, after two neighboring template splicing, on the mortar leakage prevention pillar 3
Clamping groove is connect with the clamping hook 4 of two neighboring template corresponding sides edge simultaneously, for two neighboring template tightening to be fixed on
Together.By the setting of mortar leakage prevention pillar, it can guarantee the leakproofness at template splicing, mortar leakage prevention phenomenon, meanwhile, using anti-
Spillage pillar makes each template of splicing be connected as an overall structure, compared to the side connected between the existing progress template using Screw arbor with nut at both-ends
Formula can guarantee the integrality of template, be conducive to the recycling of template, and improve the reliability that template uses.
As shown in figure 5, the template corresponding end mutually spliced is provided with by splicing groove 5 or splicing protrusion 6 or splices recessed
Slot 5 and splicing protrusion 6 combine the stitching section of composition, in the present embodiment, are mutually tied using multiple splicing grooves with splicing protrusion
The connecting method of conjunction replaces cooperation with raised using groove, can effectively increase the contact area of stitching portion between template, from
And the leakproofness between template is effectively improved, while being also beneficial to the mutual assembling splicing of template.Spelling in the template splicing portion
It connects groove 5 and splices raised 6 corresponding matchings, after the adjacent forms splicing, the interior outer surface of template is in the same plane.
Middle part in order to further increase the flexibility that template is installed at the scene, between the end restraint frame template 1
Splice template 2 is spliced by multiple formworks being arranged in a vertical direction, to improve the adaptation that it is directed to different construction requirements
Ability.
As shown in Figures 6 and 7, the end face outside of the mortar leakage prevention pillar 3 is provided with vertically arranged bracket accommodating groove
7, telescopic support frame 8 is provided in the bracket accommodating groove 7,8 upper end of support frame as described above and mortar leakage prevention pillar 3 are hinged,
When Combined formwork structure is not used, support frame as described above 8 is completely disposed in bracket accommodating groove 7, is made in Combined formwork structure
Used time, support frame as described above 8 form temporary support to the middle part of Combined formwork structure by screwing out in bracket accommodating groove 7.
As shown in FIG. 8 and 9, in order to further increase the stability and reliability of temporary support, in the formation of support frame as described above 8
When temporary support, it is provided with auxiliary support bar 9 between support frame as described above 8 and mortar leakage prevention pillar 3, is adjusted by auxiliary support bar 9
On section angle insertion mortar leakage prevention pillar 3 in multiple fixation holes 10 any one come adjust support frame 8 balance and support away from
From, ball link 11 free to rotate is provided in each fixation holes 10 on the mortar leakage prevention pillar 3, it is described auxiliary
9 one end of support rod is helped to connect with corresponding ball link 11, the other end and support frame 8 are hinged, the Combined formwork structure
When being not used, the auxiliary support bar 9 is placed in bracket accommodating groove 7.In the present embodiment, the telescopic support frame and auxiliary
Helping support rod is linked together with mortar leakage prevention pillar, when being not used, is able to rotate to the bracket storage on mortar leakage prevention pillar
In slot, and when in use, screws out and be supported on the outside of the template of middle part, play the role of temporary support to middle part template, effectively avoid
When concreting, the problem of the template stress deformation of middle part, to improve the quality of concreting.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (7)
1. a kind of cast-in-place concrete Combined formwork structure, it is characterised in that: exist including end restraint frame template (1), setting
Several middle part splice templates (2) between end restraint frame template (1) and several leakproofs being arranged at each template splicing
It starches pillar (3), the end restraint frame template (1) and several middle part splice templates (2) are assembled together to be formed for coagulation
The space that soil pours, the mortar leakage prevention pillar (3) are connected to the stitching portion of adjacent forms and form the mortar leakage prevention of corresponding junction
Sealing structure.
2. cast-in-place concrete Combined formwork structure according to claim 1, it is characterised in that: several mortar leakage prevention branch
Column (3) is vertically arranged along Combined formwork structure, is vertically respectively arranged in the corresponding edge part of two templates mutually spliced
There are several clamping hooks (4), the clamping hook (4) that corresponding interconnecting piece setting is provided on the mortar leakage prevention pillar (3) matches
The clamping groove of conjunction, after two neighboring template splicing, clamping groove on the mortar leakage prevention pillar (3) simultaneously with two neighboring template pair
The clamping hook (4) of edge part is answered to connect, for two neighboring template tightening to be fixed together.
3. cast-in-place concrete Combined formwork structure according to claim 1, it is characterised in that: the template pair mutually spliced
It answers end to be provided with by splicing groove (5) or splices raised (6) or splicing groove (5) and splicing protrusion (6) is combined and constituted
Stitching section, splicing groove (5) in the template splicing portion and splices raised (6) corresponding matching, after the adjacent forms splicing,
The interior outer surface of its template is in the same plane.
4. cast-in-place concrete Combined formwork structure according to claim 1, it is characterised in that: the end restraint frame
Middle part splice template (2) between template (1) is spliced by multiple formworks being arranged in a vertical direction.
5. cast-in-place concrete Combined formwork structure as claimed in any of claims 1 to 4, it is characterised in that: In
The end face outside of the mortar leakage prevention pillar (3) is provided with vertically arranged bracket accommodating groove (7), in the bracket accommodating groove
(7) be provided with telescopic support frame (8) in, support frame as described above (8) upper end and mortar leakage prevention pillar (3) hingedly, in combined type mould
When hardened structure is not used, support frame as described above (8) is completely disposed in bracket accommodating groove (7), in Combined formwork structure in use, institute
It states support frame (8) and temporary support is formed to the middle part of Combined formwork structure by screwing out in bracket accommodating groove (7).
6. cast-in-place concrete Combined formwork structure according to claim 5, it is characterised in that: in support frame as described above (8)
When forming temporary support, it is provided with auxiliary support bar (9) between support frame as described above (8) and mortar leakage prevention pillar (3), passes through auxiliary
Support rod (9) adjusts any one in angle insertion mortar leakage prevention pillar (3) in multiple fixation holes (10) to adjust support frame
(8) balance and support distances, when the Combined formwork structure is not used, the auxiliary support bar (9) is placed in bracket storage
In slot (7).
7. cast-in-place concrete Combined formwork structure according to claim 6, it is characterised in that: in the mortar leakage prevention pillar
(3) it is provided with ball link free to rotate (11) in each fixation holes (10) on, the auxiliary support bar (9) one
End is connected with corresponding ball link (11), and the other end and support frame (8) are hinged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920407962.7U CN209723588U (en) | 2019-03-28 | 2019-03-28 | A kind of cast-in-place concrete Combined formwork structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920407962.7U CN209723588U (en) | 2019-03-28 | 2019-03-28 | A kind of cast-in-place concrete Combined formwork structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209723588U true CN209723588U (en) | 2019-12-03 |
Family
ID=68689138
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920407962.7U Active CN209723588U (en) | 2019-03-28 | 2019-03-28 | A kind of cast-in-place concrete Combined formwork structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209723588U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113668856A (en) * | 2021-07-27 | 2021-11-19 | 广东信宏智慧建造工程有限公司 | Bare concrete template combined rail frame |
| CN113818480A (en) * | 2021-09-14 | 2021-12-21 | 上海建工一建集团有限公司 | Retaining wall template with top soil-piling mountain-shaped structure |
| CN114753395A (en) * | 2022-04-13 | 2022-07-15 | 武汉国机岩土工程有限责任公司 | Reinforcing system for green building foundation and construction method |
-
2019
- 2019-03-28 CN CN201920407962.7U patent/CN209723588U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113668856A (en) * | 2021-07-27 | 2021-11-19 | 广东信宏智慧建造工程有限公司 | Bare concrete template combined rail frame |
| CN113818480A (en) * | 2021-09-14 | 2021-12-21 | 上海建工一建集团有限公司 | Retaining wall template with top soil-piling mountain-shaped structure |
| CN114753395A (en) * | 2022-04-13 | 2022-07-15 | 武汉国机岩土工程有限责任公司 | Reinforcing system for green building foundation and construction method |
| CN114753395B (en) * | 2022-04-13 | 2022-12-13 | 武汉国机岩土工程有限责任公司 | Green building foundation reinforcing system and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209723588U (en) | A kind of cast-in-place concrete Combined formwork structure | |
| US10655346B2 (en) | Method for erecting a shuttering framework | |
| CN107035141B (en) | A kind of mold method of floor slab back casting band | |
| KR101081791B1 (en) | Beam making method using moulding jack apparatus and end moulding apparatus | |
| CN108005692A (en) | A kind of waterstop fixture, tunnel longitudinal direction water sealing structure and construction method | |
| CN110509396A (en) | A kind of production method of superimposed sheet, superimposed sheet production equipment and superimposed sheet | |
| CN211313477U (en) | Post-cast cantilever plate's triangular supports template structure | |
| CN206707268U (en) | A kind of arc concrete water channel pond wall moulding board system | |
| CN204983649U (en) | Big inclination cylinder steel form | |
| CN105256995A (en) | Reinforcing apparatus and construction method of forms in shear wall structural deformation joint | |
| KR20130070296A (en) | Mold structure for benting beam and manufactureing method using the same | |
| CN112627034A (en) | Synchronous construction method for turning over mold of high pier of bridge | |
| CN207892633U (en) | A kind of waterstop fixture and tunnel longitudinal direction water sealing structure | |
| CN209443775U (en) | Support locating template three for assembled architecture primary and secondary beam nodes uses integrated device | |
| CN204826618U (en) | After water board template structure | |
| CN205955197U (en) | A fixing device that be used for prefabricated non - design of bench, can all rotary die boards | |
| CN209856629U (en) | High-stability modular fire-fighting fixed mounting structure | |
| CN207244479U (en) | Culvert pipe deformation joint termination sizing mould bases | |
| CN211973582U (en) | Basement template system | |
| CN208266661U (en) | Cable-stayed bridge wide cut beam lattice main beam structure and combinations thereof template system | |
| CN109025277A (en) | Secondary frame and its pre-buried structure and method | |
| CN219157415U (en) | Pier stud expansion joint fixing device | |
| CN215714666U (en) | No-through pull rod bent cap template | |
| CN216076292U (en) | Novel large-span arch bar die carrier | |
| CN217000489U (en) | Assembly type cement-based disassembly-free formwork column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |