CN104047435A - Installation method and protective structure for protective barrier - Google Patents
Installation method and protective structure for protective barrier Download PDFInfo
- Publication number
- CN104047435A CN104047435A CN201410137736.3A CN201410137736A CN104047435A CN 104047435 A CN104047435 A CN 104047435A CN 201410137736 A CN201410137736 A CN 201410137736A CN 104047435 A CN104047435 A CN 104047435A
- Authority
- CN
- China
- Prior art keywords
- guard rail
- concrete structure
- hole
- reserved
- reserved hole
- 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.)
- Pending
Links
Abstract
The invention discloses an installation method and a protective structure for a protective barrier. According to the installation method for the protective barrier, reserved holes are formed in advance at the joint of the protective barrier and a concrete structure in a cast concrete structure, and after the concrete structure reaches the design strength, the protective barrier is vertically inserted into the reserved holes and dry waterproof mortar fills the reserved holes to fulfill the aim of integrating the protective barrier and the concrete structure. The reserved holes are formed in advance, and after the protective barrier is inserted into the reserved holes, the dry waterproof mortar fills the reserved holes to integrate the protective barrier and the concrete structure. The construction process is easy to operate, the construction difficulty is greatly reduced and the construction period is greatly shortened; moreover, the concrete structure after casting is not required to be knocked, so that the integrity and the strength of the concrete structure are guaranteed, and potential safety hazards are avoided.
Description
Technical field
the present invention relates to a kind of mounting method and safeguard structure of guard rail, belong to construction work decorations technical field of construction.
Background technology
in construction work decorations construction, in the concrete structure of having built, be embedded in expansion bolt often, this constructure scheme not only difficulty of construction is large, used long in time limit, and on the structure of building, can cause and pay no attention to impact in the process of knocking; In this case, cancel the way that embeds expansion bolt, change structure box out railing into and install, difficulty of construction and operation reduce, and have also reduced many potential safety hazards of facing limit operation in work progress.
Summary of the invention
the object of the present invention is to provide a kind of mounting method and safeguard structure of guard rail, its construction technology is simple, reduces the impact on concrete structure in construction, and to make guard rail and concrete structure be an integral body, greatly increased its intensity, to overcome the deficiencies in the prior art.
content of the present invention
a kind of mounting method of guard rail, the mounting method of this guard rail adopts in building concrete structure, at guard rail and concrete structure junction, be provided with in advance reserved hole, until concrete structure, reach after design strength, in the reserved hole of the endways insertion of guard rail, and with dry waterproofing mortar, fill full reserved opening and take and reach guard rail and concrete structure is holistic object, Specific construction comprises the following steps:
step 1, template are installed; According to concrete planform, install template, tie up reinforcing bar, and be provided with hole reservation mould in hole to be provided position.
step 2, concrete structure reach after design strength, foreign material in cleaning hole, the vertical guard rail that inserts in reserved opening;
between step 3, each guard rail, be provided with connecting elements;
step 4, in reserved opening, fill full dry waterproofing mortar;
step 5, two toughened rubber-laminated vacuum glass is installed on guard rail.
in the mounting method of aforementioned guard rail, described hole reservation mould can adopt pvc pipe, or forms a box like structure by steel form, and wherein this box like structure cross section is inverted trapezoidal, and angle of inclination is 5
0
～15
0
, and this hole reservation mould degree of depth is 150mm～300mm.
a kind of safeguard structure of guard rail, comprise the concrete structure that is provided with reserved hole, guard rail is vertical to be inserted in reserved hole, and with dry waterproofing mortar, fills completely reserved hole again, between each guard rail, be provided with connecting elements, two toughened rubber-laminated vacuum glass 4 is arranged on guard rail.
in the safeguard structure of aforementioned guard rail, it is corresponding one by one that the position of reserved hole and guard rail in layout design are arranged on the structural position of concrete, and the degree of depth of reserved hole is 150mm～300mm.
owing to having adopted technique scheme, with prior art ratio, in the present invention by reserved hole is set in advance, after guard rail inserts reserved hole, by the completely reserved hole of dry waterproofing mortar filling, making guard rail and concrete structure is an integral body, this construction technology is not only simple to operate, has also greatly alleviated difficulty of construction and has reduced the construction period, and not needed the concrete structure after building to knock, thereby guaranteed complete and its intensity of this concrete structure, also avoided potential safety hazard.
Accompanying drawing explanation
hole to be provided hole site schematic diagram in accompanying drawing 1 the present invention;
structural front view in accompanying drawing 2 the present invention;
structure A-A view in accompanying drawing 3 the present invention;
a kind of front view of hole to be provided punch die in accompanying drawing 4 the present invention;
a kind of top view of hole to be provided punch die in accompanying drawing 5 the present invention.
being labeled as in accompanying drawing: 1-concrete structure, 2-reserves hole, 3-guard rail, 4-dry waterproofing mortar, 5-connecting elements, the two toughened rubber-laminated vacuum glass of 6-, a-oblique angle.
The specific embodiment
below in conjunction with accompanying drawing, the present invention is described in further detail, but not as any limitation of the invention.
the mounting method of a kind of guard rail of the present invention, the mounting method of this guard rail adopts in building concrete structure, at guard rail and concrete structure junction, be provided with in advance reserved hole, until concrete structure, reach after design strength, in the reserved hole of the endways insertion of guard rail, and with dry waterproofing mortar, fill full reserved opening and take and reach guard rail and concrete structure is holistic object, Specific construction comprises the following steps:
step 1, template are installed; According to concrete planform, install template, tie up reinforcing bar, and be provided with hole reservation mould in hole to be provided position.
step 2, concrete structure reach after design strength, foreign material in cleaning hole, the vertical guard rail that inserts in reserved opening;
between step 3, each guard rail, be provided with connecting elements;
step 4, in reserved opening, fill full dry waterproofing mortar;
step 5, two toughened rubber-laminated vacuum glass is installed on guard rail.
wherein said hole reservation mould can adopt pvc pipe, or forms a box like structure by steel form, and wherein this box like structure cross section is inverted trapezoidal, and angle of inclination is 5
0
～15
0
and this hole reservation mould degree of depth is 150mm～300mm, if hole reservation mould can adopt pvc pipe, the diameter of section of this hole reservation mould is 50mm～150mm, if hole reservation mould is steel form box like structure, hole reservation mould end face is of a size of 100mm*150mm.
a kind of according to the mounting method safeguard structure of above-mentioned guard rail, comprise the concrete structure 1 that is provided with reserved hole 2, guard rail 3 is vertical to be inserted in reserved hole 2, and with dry waterproofing mortar 4, fill completely reserved hole 2 again, 3 of each guard rails are provided with connecting elements 5, and two toughened rubber-laminated vacuum glass 4 is arranged on guard rail 3.
wherein the position of reserved hole 2 is corresponding one by one with the position that guard rail in layout design 3 is arranged in concrete structure 1, and the degree of depth of reserved hole 2 is 150mm～300mm, the end face of reserved hole 2 is that diameter is justifying of 50mm～150mm or the rectangle that is of a size of 100mm*150mm.
Claims (4)
1. the mounting method of a guard rail, it is characterized in that: the mounting method of this guard rail adopts in building concrete structure, at guard rail and concrete structure junction, be provided with in advance reserved hole, until concrete structure, reach after design strength, in the reserved hole of the endways insertion of guard rail, and with dry waterproofing mortar, fill full reserved opening and take and reach guard rail and concrete structure is holistic object, Specific construction comprises the following steps:
Step 1, template are installed; According to concrete planform, install template, tie up reinforcing bar, and be provided with hole reservation mould in hole to be provided position;
Step 2, concrete structure reach after design strength, foreign material in cleaning hole, the vertical guard rail that inserts in reserved opening;
Between step 3, each guard rail, be provided with connecting elements;
Step 4, in reserved opening, fill full dry waterproofing mortar;
Step 5, two toughened rubber-laminated vacuum glass is installed on guard rail.
2. the mounting method of guard rail according to claim 1, is characterized in that: described hole reservation mould can adopt pvc pipe, or forms a box like structure by steel form, and wherein this box like structure cross section is inverted trapezoidal, and angle of inclination is 5
0～15
0, and this hole reservation mould degree of depth is 150mm～300mm.
3. the safeguard structure of a guard rail, comprise the concrete structure (1) that is provided with reserved hole (2), it is characterized in that: guard rail (3) is vertical to be inserted in reserved hole (2), and use again dry waterproofing mortar (4) to fill completely reserved hole (2), between each guard rail (3), be provided with connecting elements (5), two toughened rubber-laminated vacuum glass (6) are arranged on guard rail (3).
4. the safeguard structure of guard rail according to claim 3, it is characterized in that: the position of reserved hole (2) is corresponding one by one with the position that guard rail in layout design (3) is arranged in concrete structure (1), and the degree of depth of reserved hole (2) is 150mm～300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410137736.3A CN104047435A (en) | 2014-04-08 | 2014-04-08 | Installation method and protective structure for protective barrier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410137736.3A CN104047435A (en) | 2014-04-08 | 2014-04-08 | Installation method and protective structure for protective barrier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104047435A true CN104047435A (en) | 2014-09-17 |
Family
ID=51500801
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410137736.3A Pending CN104047435A (en) | 2014-04-08 | 2014-04-08 | Installation method and protective structure for protective barrier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104047435A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202131835U (en) * | 2011-06-09 | 2012-02-01 | 深圳市麦诺幕墙技术有限公司 | Prefabricated assembly type glass fence |
| CN203394170U (en) * | 2013-08-16 | 2014-01-15 | 四川电力建设三公司 | Prefabricated enclosing wall |
-
2014
- 2014-04-08 CN CN201410137736.3A patent/CN104047435A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202131835U (en) * | 2011-06-09 | 2012-02-01 | 深圳市麦诺幕墙技术有限公司 | Prefabricated assembly type glass fence |
| CN203394170U (en) * | 2013-08-16 | 2014-01-15 | 四川电力建设三公司 | Prefabricated enclosing wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104453224A (en) | Formwork support structure of basement exterior wall and construction method of formwork support structure | |
| CN205638482U (en) | Be used for tunnel concrete secondary lining to take template slip casting device | |
| CN104746639A (en) | Prefabricated bay window structure installed on laminated wall board and installing method | |
| CN207240471U (en) | A kind of wallboard hanging piece device detachably reused | |
| CN205712204U (en) | A kind of multiple waterstop and waterproof construction thereof | |
| CN107571389A (en) | A kind of wallboard hanging piece device detachably reused | |
| CN203961099U (en) | A kind of high strength hollow constructional column template brick and the constructional column of building thereof | |
| CN104060714B (en) | A kind of construction method of jointless architecture interlayer combined wall | |
| CN205776737U (en) | Grouting structure at the bottom of a kind of fabricated assembly overall frame column | |
| CN102865087B (en) | Embedded grout pipe device in lining concrete of chamber and construction method | |
| CN102644243B (en) | Template-root-adjustable sealing structure | |
| CN204252119U (en) | The special-shaped supporting pile structure of X | |
| CN103967332B (en) | The construction method of a kind of building site enclosing | |
| CN106284999A (en) | Assembled architecture haydite concrete batten of internal partition mounting process | |
| CN204676533U (en) | A kind of soil-nail wall support system based on the recyclable technique of assembling | |
| CN203769219U (en) | Protective structure for protective barriers | |
| CN204152113U (en) | Masonry panel balustrade pre-buried structure | |
| CN104047435A (en) | Installation method and protective structure for protective barrier | |
| CN104908150B (en) | A kind of piping shaft making template and the method based on factorial praluction piping shaft | |
| CN204703363U (en) | Energy-saving wall heat insulation building block | |
| CN204343297U (en) | The structure of after-pouring beam reserving hole process in a kind of concrete in mass | |
| CN106760509A (en) | A kind of T-shaped constructional column horse tooth trough does not damage the mold method of wall | |
| CN203856192U (en) | Bottom plate haunching template structure | |
| CN103696562B (en) | Cast-in-place Self-curing heat-preservation wall mould structure and using method thereof | |
| CN206844394U (en) | A kind of vertical connecting node of precast shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140917 |
|
| RJ01 | Rejection of invention patent application after publication |