CN208497300U - The removable stretching bed seat of build-in gravity type - Google Patents

The removable stretching bed seat of build-in gravity type Download PDF

Info

Publication number
CN208497300U
CN208497300U CN201820817381.6U CN201820817381U CN208497300U CN 208497300 U CN208497300 U CN 208497300U CN 201820817381 U CN201820817381 U CN 201820817381U CN 208497300 U CN208497300 U CN 208497300U
Authority
CN
China
Prior art keywords
plate
build
anchoring part
column
gravity type
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
Application number
CN201820817381.6U
Other languages
Chinese (zh)
Inventor
杨峰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201820817381.6U priority Critical patent/CN208497300U/en
Application granted granted Critical
Publication of CN208497300U publication Critical patent/CN208497300U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

A kind of removable stretching bed seat of build-in gravity type, including pedestal plate and anchoring part, it is characterized in that the pedestal plate is certain thickness R. C. ptates, two end of pedestal plate is equipped with thickening plate, the anchoring part includes column, bottom beam, horizontal beam and diagonal brace, and bottom beam level is coupled between adjacent columns lower end, and horizontal beam is series at the upper end of the column, diagonal brace upper end is coupled with column, and lower end is coupled with the thickening plate of pedestal plate.For the utility model using permanent thick concrete terrace as pedestal plate (top pillar), interim pedestal is with low investment, and anchoring part is convenient to assemble and disassemble and recyclable recycling, booth disappears at low cost, it has enough to meet the need high-efficient, also eliminates component conveying expense, component manufacturing cost is greatly reduced.

Description

The removable stretching bed seat of build-in gravity type
Technical field
The utility model relates to prefabricated components manufacturing field more particularly to a kind of manufacturing facilities of prestressing force prefabricated components.
Background technique
Pretensioned precast element manufacture, stretching bed seat is key facility, and when stretching force is very big, anchoring part passes to pedestal The horizontal pressure force of compression bar (top pillar) can be very big.Using the self weight of certain thickness R. C. ptates as balance compression pedestal plate Overall collapse lateral force be stretching bed seat technology a big innovation, but usually prestressing force prefabricated components are manufactured in factory, anchor Seat and plate platform seat are permanent reinforced concrete structure, and investment is big and component conveying is at high cost, and service radius is limited, precast plant Production smoothing is poor, to some mega projects for having site condition, as can then be greatly reduced into building site manufacture prefabricated components This, and market radius is unrestricted.It is a kind of (to be pushed up using the thick concrete terrace of road, stockyard or workshop terrace as pedestal plate Column), and anchor post is had not been reported using removable prestressed stretch-draw pedestal.
Utility model content
The technical problem to be solved by the utility model is to overcome the deficiency of the above-mentioned prior art, a kind of peace side of tearing open is provided Just the removable stretching bed seat of build-in gravity type.
According to a kind of removable stretching bed seat of build-in gravity type provided by the utility model, including pedestal plate and anchoring part, It is characterized in that the pedestal plate is certain thickness R. C. ptates, two end of pedestal plate is equipped with thickening plate, and the anchoring part includes Column, bottom beam, horizontal beam and diagonal brace, bottom beam level are coupled between adjacent columns lower end, and horizontal beam is series at the upper end of the column, diagonal brace Upper end is coupled with column, and lower end is coupled with the thickening plate of pedestal plate.
Also there is following attached technical characteristic according to a kind of removable stretching bed seat of build-in gravity type provided by the utility model:
The pedestal plate is equipped with ground beam, and ground beam is laterally arranged in diagonal brace lower end.
The thickening plate of the pedestal plate has several piles.
The column of the anchoring part is box column, interior to be equipped with tabula stiffener.
The bottom beam of the anchoring part is H girder steel or channel steel.
The bottom beam top of the anchoring part is backfilled with sand.
Have compared with prior art according to a kind of removable stretching bed seat of build-in gravity type provided by the utility model as follows Advantage:
1, using permanent thick concrete terrace as pedestal plate (top pillar), interim pedestal is with low investment, anchoring part it is convenient to assemble and disassemble and Recyclable recycling, booth disappear at low cost, have enough to meet the need high-efficient, also eliminate component conveying expense, component manufacturing cost is greatly reduced.
2, anchoring part utilizes the self weight and passive earth pressure collective effect antidumping of backfill, and anchor post buried depth is small, anchor post Lower end displacement deformation is small, easy for construction.
3, the antidumping arm of force is increased using diagonal brace, the deformation of cantilever anchor post is small, and shrinkage prestress losses are small.
4, the lateral force being self-possessed using permanent road or terrace plate as abutment plate (compression bar) unstability is breached long thin Than the stress unstability restricted problem of king-sized compression bar, make it possible that plate as compression bar, also substantially saves interim pedestal Construction cost.In addition, optimization antidumping structure is set using the mixed mode of gravity antidumping and passive earth pressure antidumping Meter makes anchoring part have operability and economy.
Detailed description of the invention
Fig. 1 is the composition figure of the utility model
Fig. 2 is the anchoring part sectional view of the utility model
Specific embodiment
Referring to Fig. 1 to Fig. 2, a kind of removable stretching bed seat of build-in gravity type that the utility model provides, including pedestal plate 1 With anchoring part 2, it is characterized in that the pedestal plate 1 is certain thickness R. C. ptates, 1 two end of pedestal plate is equipped with thickening plate 11.The anchoring part 2 include column 21, bottom beam 22, horizontal beam 23 and diagonal brace 24,22 level of bottom beam be coupled to 21 lower end of adjacent columns it Between, horizontal beam 23 is series at 21 upper end of column, and 24 upper end of diagonal brace is coupled with column, the thickening plate 11 of lower end and pedestal plate 1 Knot.The lateral force being self-possessed using permanent road or terrace plate as abutment plate (compression bar) unstability, it is special to breach slenderness ratio The stress unstability restricted problem of big compression bar makes it possible plate as compression bar, and the thickening plate at two end of plate is to meet The requirement of partial pressing.The antidumping arm of force is increased using diagonal brace 24, the column 21 of cantilever can be made to deform small, shrinkage prestress losses It is small.Using the mixed mode of gravity antidumping and passive earth pressure antidumping, optimize the design of antidumping structure, having anchoring part can Operability and economy.
Referring to Fig. 1 to Fig. 2, a kind of removable stretching bed seat of build-in gravity type that the utility model provides, the pedestal plate 1 Equipped with ground beam 12, ground beam 12 is laterally arranged in 24 lower end of diagonal brace, and support lower end sets lateral ground beam, and the pressure for transmitting support is opposite It equably passes in soil or in stake.The thickening plate 11 of the pedestal plate 1 has several piles 13, lower in foundation bearing capacity Area, the vertical pressure that transmit of support need to be resisted with stake.
Referring to Fig. 1 to Fig. 2, a kind of removable stretching bed seat of build-in gravity type that the utility model provides, the anchoring part is stood Column 21 is box column, and interior to be equipped with tabula stiffener 211, box column torsional property is good, and the tabula stiffener 211 inside set is for undertaking Local pressure.
Referring to Fig. 1 to Fig. 2, a kind of removable stretching bed seat of build-in gravity type that the utility model provides, the bottom of the anchoring part Beam is H girder steel, and bottom beam is pure bending resistance component, most reasonable using H steel stress.
Referring to fig. 2, a kind of removable stretching bed seat of build-in gravity type that the utility model provides, the bottom beam 22 of the anchoring part 2 Top is backfilled with sand 3, because sand is easy compacting, uses sand passive earth pressure can be made to meet as backfilling material and calculates requirement.

Claims (6)

1. a kind of removable stretching bed seat of build-in gravity type, including pedestal plate and anchoring part, it is characterized in that the pedestal plate is one Determine the R. C. ptates of thickness, two end of pedestal plate is equipped with thickening plate, and the anchoring part includes column, bottom beam, horizontal beam and diagonal brace, Bottom beam level is coupled between adjacent columns lower end, and horizontal beam is series at the upper end of the column, and diagonal brace upper end is coupled with column, lower end and platform The thickening plate of seat plate is coupled.
2. the removable stretching bed seat of build-in gravity type as described in claim 1, it is characterized in that the pedestal plate is equipped with ground beam, ground beam Laterally it is arranged in diagonal brace lower end.
3. the removable stretching bed seat of build-in gravity type as described in claim 1, it is characterized in that the thickening plate of the pedestal plate is divided into There are several piles.
4. the removable stretching bed seat of build-in gravity type as described in claim 1, it is characterized in that the column of the anchoring part is box column, it is interior Equipped with tabula stiffener.
5. the removable stretching bed seat of build-in gravity type as described in claim 1, it is characterized in that the bottom beam of the anchoring part is H girder steel or slot Steel.
6. the removable stretching bed seat of build-in gravity type as described in claim 1, it is characterized in that the bottom beam top of the anchoring part is backfilled with Sand.
CN201820817381.6U 2018-05-29 2018-05-29 The removable stretching bed seat of build-in gravity type Active CN208497300U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820817381.6U CN208497300U (en) 2018-05-29 2018-05-29 The removable stretching bed seat of build-in gravity type

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820817381.6U CN208497300U (en) 2018-05-29 2018-05-29 The removable stretching bed seat of build-in gravity type

Publications (1)

Publication Number Publication Date
CN208497300U true CN208497300U (en) 2019-02-15

Family

ID=65294345

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820817381.6U Active CN208497300U (en) 2018-05-29 2018-05-29 The removable stretching bed seat of build-in gravity type

Country Status (1)

Country Link
CN (1) CN208497300U (en)

Similar Documents

Publication Publication Date Title
CN201531124U (en) Graded external pre-stress strengthening masonry structure
CN104652475B (en) A kind of truss-like retaining wall
CN203174619U (en) Reverse raft concrete terrace
CN109555153B (en) Assembled ecological gravity type retaining wall
CN202466620U (en) Reinforced concrete buttress retaining wall
CN111910660A (en) Ultrahigh slope supporting structure and construction method thereof
CN202809501U (en) Reinforced load reducing structure of motorway high filling culvert in mountainous area
CN201605594U (en) Self-balancing cross base of iron tower for power transmission line
CN202730749U (en) Prefabricated reinforced concrete H-shaped support pile
CN203284795U (en) Buttressed retaining wall with anchor board
CN208497300U (en) The removable stretching bed seat of build-in gravity type
CN210766863U (en) Multi-arch rib anchoring plate retaining wall
CN202672186U (en) Column type reinforced gabion retaining wall
CN208514716U (en) The removable stretching bed seat of anchorage formula
CN107975062B (en) Steep slope embankment light combined retaining structure and construction method
CN203603176U (en) Historic building foundation overall tray shock insulating and reinforcing structure
CN202989942U (en) Wall foundation structure for soft soil or high backfill soil area
CN102733417B (en) Columnar reinforced gabion retaining wall and construction method thereof
CN110792095B (en) Multi-pile bearing platform-spiral anchor composite foundation
CN209339172U (en) A kind of novel peg board composite foundation
CN211228589U (en) Retaining structure
KR102181416B1 (en) method of constructing earthquake-proof ALC house
CN208501724U (en) A kind of assembled transmission line of electricity anchor rod static pressure Minitype pile foundation
CN209384748U (en) A kind of closing coal yard SP prestressed cored slab assembled coal-stopping wall
CN213597018U (en) Pile group uplift-resistant composite foundation with stiffening beam bearing platform

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant