CN208072970U - The template system of concrete type seam construction - Google Patents
The template system of concrete type seam construction Download PDFInfo
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- CN208072970U CN208072970U CN201820427595.2U CN201820427595U CN208072970U CN 208072970 U CN208072970 U CN 208072970U CN 201820427595 U CN201820427595 U CN 201820427595U CN 208072970 U CN208072970 U CN 208072970U
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- seam construction
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Abstract
The utility model provides a kind of template system of concrete type seam construction, it is erected between the concrete structure for being completed and pouring or is completed between the formed steel construction set up to form seam construction, it includes several panels and support several panels install structure, wherein, the panel is close to be fixed on the completed concrete structure boundary or formed steel construction boundary, the structure that installs includes the built-in fitting being laid in inside the completed concrete structure or formed steel construction, and one end is fixedly connected with the panel, the pull rod that the other end is fixedly connected with the built-in fitting.The template system reasonable stress of the utility model concrete type seam construction, support is firm, can realize the reasonable fixation of concrete type seam construction.
Description
【Technical field】
The utility model is related to construction engineering technical field more particularly to a kind of template systems of concrete type seam construction
System.
【Background technology】
The support of the template system of concrete type seam construction must assure that enough intensity, rigidity, stability, and take
If simplicity.In the prior art, the template system of concrete type seam construction mostly uses greatly is arranged laterally branch between template
The mode of support.Although set up lateral support can fixed form, reserve enough gaps, but be extremely unfavorable on construction personnel
Lower operation.In addition, part concrete type seam construction template system sets up complexity, unbalance stress is unfavorable for keeping seam crossing
Fixation.
Therefore, it is necessary to provide a kind of reasonable stress, the template system of firm concrete type seam construction is supported.
【Utility model content】
The purpose of this utility model is to provide a kind of reasonable stress, support the template of firm concrete type seam construction
System.
To realize the purpose, the utility model adopts the following technical solution：
A kind of template system of concrete type seam construction, is erected between the concrete structure for being completed and pouring or complete
At between the formed steel construction set up forming seam construction, including several panels and support several panels install knot
Structure, wherein the panel is close to be fixed on the completed concrete structure boundary or formed steel construction boundary, described to install knot
Structure includes that be laid in built-in fitting inside the completed concrete structure or formed steel construction and one end solid with the panel
The pull rod that fixed connection, the other end are fixedly connected with the built-in fitting.
Preferably, plane where the built-in fitting is mutually perpendicular to plane where the panel.
Preferably, the panel is fixed on the completed concrete structure boundary or shaped steel by the way that Screw arbor with nut at both-ends is arranged
Structure boundary, the Screw arbor with nut at both-ends include screw rod and the connection support component being connect with screw flight, the connection support group
Part is fixed on the completed concrete structure outside boundaries or formed steel construction outside boundaries.
Preferably, the Screw arbor with nut at both-ends is from the bottom of seam construction, and interval is laid in the vertical direction；The built-in fitting
From the bottom of the seam construction, interval is laid in the horizontal direction, and the screw rod in the Screw arbor with nut at both-ends connects with the pull rod
It connects, the pull rod is fixed on the built-in fitting, to realize the connection of the panel and the built-in fitting.
Preferably, the ratio between the distance between the distance between described Screw arbor with nut at both-ends and the built-in fitting are 1：1.5.
The panel for being preferably located at the seam construction bottom is directly welded by screw rod and the built-in fitting.
Preferably, the pull rod is to drawing reinforcing bar or to wire drawing pipe, and the built-in fitting is embedded bar or shaped steel.
Preferably, also it is erected with scaffold between the seam construction.
Preferably, the scaffold bottom is equipped with buttress, and the formed steel construction is erected on the buttress.
Compared with prior art, the utility model has following advantage：
1. the utility model is fixed by the way that panel is arranged in completed concrete structure or formed steel construction boundary, and
And setting support the panel install structure, further, by installing structure and being arranged in completed concrete structure
Or the built-in fitting connection inside formed steel construction, reasonable stress is ultimately formed, the template of firm concrete type seam construction is supported
System.
2. the template system of the utility model concrete type seam construction uses " distributing installs " pattern --- it is described right
Draw screw rod from the bottom of seam construction, interval is laid in the vertical direction；The built-in fitting is from the bottom of the seam construction
It rises, interval is laid in the horizontal direction；And the ratio between the distance between the distance between described Screw arbor with nut at both-ends and the built-in fitting one
It is fixed, and the screw rod in the Screw arbor with nut at both-ends is connect with the pull rod, and the pull rod is fixed on the built-in fitting, to realize
The connection for stating panel and the built-in fitting can prevent the template system of concrete type seam construction to having poured with upper type setting
Section generates excessive pressure, to ensure to have poured the stability of section.
3. the template system of the utility model concrete type seam construction is provided with scaffold, the installation of panel is facilitated,
Greatly improve construction efficiency simultaneously.
4. the template system composition of the utility model concrete type seam construction is simple, simplicity is set up, it is highly practical, it can
Applied to various seam constructions.
【Description of the drawings】
Fig. 1 is the structural schematic diagram of the template system of the utility model concrete type seam construction.
【Specific implementation mode】
The utility model is further described with exemplary embodiment below in conjunction with the accompanying drawings, it is wherein identical in attached drawing
Label all refers to identical component.In addition, if the detailed description of known technology is for showing the feature of the utility model
It is unnecessary, then omits it.
Referring to Fig. 1, a kind of template system 10 of concrete type seam construction is erected at the concrete structure for being completed and pouring
Between 20 or it is completed between the formed steel construction 30 set up to form seam construction 40, including several panels 101 and support institute
That states several panels 101 installs structure 102, wherein the panel 101 is close to be fixed on the completed concrete structure 20
30 boundary of boundary or formed steel construction, the structure 102 that installs includes being laid in the completed concrete structure 20 or shaped steel
Built-in fitting 1021 and one end inside structure 30 are fixedly connected with the panel 101, the other end and the built-in fitting 1021 are solid
Surely the pull rod 1022 connected.
Preferably, 1021 place plane of the built-in fitting is mutually perpendicular to 101 place plane of the panel.The panel
101 are fixed on 20 boundary of completed concrete structure or 30 boundary of formed steel construction, institute by the way that Screw arbor with nut at both-ends 1010 is arranged
It states Screw arbor with nut at both-ends 1010 and includes screw rod 1011 and the connection support component 1012 being threadedly coupled with screw rod 1011, the connection
Support component 1012 is fixed on 20 boundary of completed concrete structure or 30 outside boundaries of formed steel construction.The pull rod
1022 is, to drawing reinforcing bar or to wire drawing pipe, the built-in fitting 1021 are embedded bar or shaped steel.
Preferably, the Screw arbor with nut at both-ends 1010 is from the bottom of seam construction 40, and interval is laid in the vertical direction；Institute is pre-
Embedded part 1021 is from the bottom of the seam construction 40, and interval is laid in the horizontal direction；Spiral shell in the Screw arbor with nut at both-ends 1010
Bar 1011 is connect with the pull rod 1022, and the pull rod 1022 is fixed on the built-in fitting 1021, with realize the panel 101 with
The connection of built-in fitting 1021.Preferably, the distance between the distance between described Screw arbor with nut at both-ends 1010 and the built-in fitting 1021
The ratio between be 1：1.5, and the pull rod 1022 is uniformly distributed by 40 center outwardly direction of seam construction, and phase between pull rod 1022
It is mutually parallel.
The seam construction 40 of different size is adapted to, the quantity and spacing distance of the panel 101 and built-in fitting 1021 can spirits
Adjustment living, by taking the seam construction 40 of 10m × 22m as an example, 20 boundary of concrete structure or 30 boundary of formed steel construction of both sides are the bottom of from
Portion rises, and sets gradually 3 Screw arbor with nut at both-ends 1010 straight up, wherein the Screw arbor with nut at both-ends 1010 of bottom is apart from 30 bottom of formed steel construction
The height in portion is 3-4m, and 8-10m is set between remaining Screw arbor with nut at both-ends 1010.With the pre- of 40 left side of the seam construction
For 1021 laying mode of embedded part, the built-in fitting 1021 is equipped with 3 in the horizontal direction, wherein the built-in fitting of the rightmost side
1021 between 30 boundary 2-3m of 20 boundary of concrete structure or formed steel construction, remaining built-in fitting 1021 between be divided into 12-15m
It lays, after welding rod 1022, ensures to be mutually parallel between pull rod 1022, be formed " cable-stayed type pull rod ", to form stress conjunction
Reason, supports the template system 10 of firm concrete type seam construction.
The template system of the utility model concrete type seam construction uses " distributing installs " pattern --- described pair of drawing
Screw rod 1010 is from the bottom of seam construction 40, and interval is laid in the vertical direction；The built-in fitting 1021 is from the seam knot
The bottom of structure 40 is risen, and interval is laid in the horizontal direction；And the distance between described Screw arbor with nut at both-ends 1010 and the built-in fitting
The ratio between the distance between 1021 is certain, and the screw rod 1011 in the Screw arbor with nut at both-ends 1010 is connect with the pull rod 1022, institute
It states pull rod 1022 to be fixed on the built-in fitting 1021, to realize the connection of the panel 101 and built-in fitting 1021, with upper type
Being arranged can prevent the template system of concrete type seam construction from generating excessive pressure to having poured section, to ensure to have poured section
Stability.
Further, the template system 10 of the concrete type seam construction further includes being set between seam construction 40, institute
The scaffold 103 in casting space defined by panel 101 is stated, the scaffold 103 is made of steel pipe, and scaffold 103 is set
The installation for facilitating panel 101 is set, while greatly improving construction efficiency.103 bottom of the scaffold is equipped with buttress 104, described
Formed steel construction 30 is erected on the buttress 104, is conducive to the stability for improving the template system 10 of concrete type seam construction.
The template system 10 of the utility model concrete type seam construction forms simply, sets up simplicity, highly practical, can
Applied to all kinds of seam constructions in construction engineering technical field.
Although having been illustrated with some exemplary embodiments of the utility model above, those skilled in the art will
Understand, in the case where not departing from the principles of the present invention or spirit, these exemplary embodiments can be made a change, this
The range of utility model is limited by claim and its equivalent.
Claims (9)
1. a kind of template system of concrete type seam construction, is erected between the concrete structure for being completed and pouring or is completed
Forming seam construction between the formed steel construction set up, which is characterized in that including several panels and support several panels
Install structure, wherein the panel is close to be fixed on the completed concrete structure boundary or formed steel construction boundary, institute
It includes being laid in built-in fitting inside the completed concrete structure or formed steel construction and one end and institute to state and install structure
State the pull rod that panel is fixedly connected, the other end is fixedly connected with the built-in fitting.
2. the template system of concrete type seam construction according to claim 1, which is characterized in where the built-in fitting
Plane is mutually perpendicular to plane where the panel.
3. the template system of concrete type seam construction according to claim 1, which is characterized in that the panel is by setting
It includes spiral shell to set Screw arbor with nut at both-ends and be fixed on the completed concrete structure boundary or formed steel construction boundary, the Screw arbor with nut at both-ends
Bar and the connection support component being connect with screw flight, the connection support component are fixed on the completed concrete
Structure boundary outside or formed steel construction outside boundaries.
4. the template system of concrete type seam construction according to claim 3, which is characterized in that the Screw arbor with nut at both-ends is certainly
The bottom of seam construction is risen, and interval is laid in the vertical direction；The built-in fitting is from the bottom of the seam construction, in level
It being spaced and lays on direction, the screw rod in the Screw arbor with nut at both-ends is connect with the pull rod, and the pull rod is fixed on the built-in fitting,
To realize the connection of the panel and the built-in fitting.
5. the template system of concrete type seam construction according to claim 4, which is characterized in that the Screw arbor with nut at both-ends it
Between distance and the ratio between the distance between the built-in fitting be 1：1.5.
6. the template system of concrete type seam construction according to claim 4, which is characterized in that be located at the seam knot
The panel of structure bottom is directly welded by screw rod and the built-in fitting.
7. the template system of concrete type seam construction according to claim 1, which is characterized in that the pull rod is to drawing
Reinforcing bar or to wire drawing pipe, the built-in fitting is embedded bar or shaped steel.
8. the template system of concrete type seam construction according to claim 1, which is characterized in that the seam construction it
Between be also erected with scaffold.
9. the template system of concrete type seam construction according to claim 8, which is characterized in that the scaffold bottom
Equipped with buttress, the formed steel construction is erected on the buttress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820427595.2U CN208072970U (en) | 2018-03-27 | 2018-03-27 | The template system of concrete type seam construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820427595.2U CN208072970U (en) | 2018-03-27 | 2018-03-27 | The template system of concrete type seam construction |
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| Publication Number | Publication Date |
|---|---|
| CN208072970U true CN208072970U (en) | 2018-11-09 |
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ID=64042071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820427595.2U Active CN208072970U (en) | 2018-03-27 | 2018-03-27 | The template system of concrete type seam construction |
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| Country | Link |
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| CN (1) | CN208072970U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277978A (en) * | 2018-03-27 | 2018-07-13 | 中交路桥华南工程有限公司 | The template system of concrete type seam construction |
-
2018
- 2018-03-27 CN CN201820427595.2U patent/CN208072970U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277978A (en) * | 2018-03-27 | 2018-07-13 | 中交路桥华南工程有限公司 | The template system of concrete type seam construction |
| CN108277978B (en) * | 2018-03-27 | 2024-07-23 | 中交路桥华南工程有限公司 | Form system for concrete type joint structure |
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